RFQ_6982AF19Q000002_Geo_Drilling_BPA_12_Dec_2018.pdf

REQUEST FOR QUOTE

SOLICITATION NUMBER: 6982AF-19-Q-000002

SOLICITATION TYPE: SET ASIDE SMALL BUSINESS

PROJECT NAME: BLANKET PURCHASE AGREEMENT (BPA)

GEOTECHNICAL DRILLING SERVICES

QUOTE SUBMITTAL DATE:

December 27, 2018

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: http://www.fbo.gov E-mail: CFLSimplified@dot.gov mailto:CFLSimplified@dot.gov

TABLE OF CONTENTS

A Solicitation/Contract form SF 1449.........……………………………..2

B Supplies or services and prices/costs……………………...………..…8

C Description/specifications/statement of work.……………………….26

D Packaging and marking…………………………………………....…42

E Inspection and acceptance…...……………………………………….42

F Deliveries or performance……………………………………………44

G Contract administration data……………………………..………….46

H Special contract requirements…………………………………….…49

I Contract clauses…...……………………………………………..…...54

J List of attachments…………………………………..…………….…64

K Representations and certifications…………………………………..64

L Instructions, conditions, and notices to offerors……………………..68

M Evaluation factors for award…………………………………..……70

Technical Exhibits 1 Best Value

Blanket Purchase Agreement for Geotechnical Drilling Services

In accordance with the Federal Acquisition Streamlining Act of 1994 Public Law 103- 355 Oct. 13 1994, { ______________ } (name of firm) and the Federal Highway Administration enter a cooperative agreement to reduce the administrative costs of acquiring commercial items.

Blanket Purchase Agreements (BPAs) eliminate contracting and open mart costs such as the search for sources, the development of technical documents and solicitations, and the evaluation of bids and offers.

This BPA will further decrease costs, reduce paperwork and save time by eliminating the need for repetitive individual purchases. The result is to create a purchasing mechanism for the Government that works better and costs less.

Services include the full range of methods and technologies supporting activities necessary to the extent allowed by the Service Contract Act under FAR 37.3.

This Multiple Award BPA is negotiated with several qualified companies for a variety of drilling types. Procurements issued against this BPA will meet the best value criteria for Government Acquisitions complying fully with all applicable regulations.

Signatures:

Contractor Representative Date

FHWA Contracting Officer Date

FHWA NATL ACCTG OFF

Oklahoma City OK 73169 6500 S Macarthur Blvd

MMAC/AMK-315/HQ 291

US DOT Federal Highway Admin

SEE ADDENDUMIS CHECKED

CODE 18a. PAYMENT WILL BE MADE BY

CODE

FACILITYCODE

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER

OFFEROR

CFLHD

Lakewood CO 80228-2583 12300 W. Dakota Ave, Suite 167 Central Federal Lands Highway Div.

Federal Highway Administration

CFLHD CODE 16. ADMINISTERED BYCODE

X

SIZE STANDARD:

100.00 % FOR:SET ASIDE:UNRESTRICTED ORCFLHD

RFPIFB

10. THIS ACQUISITION ISCODE

RFQ

14. METHOD OF SOLICITATION

13b. RATING

NAICS:

SMALL BUSINESS

720-963-3347DONALD PETERS

(No collect calls)

INFORMATION CALL:

FOR SOLICITATION 8. OFFER DUE DATE/LOCAL TIMEb. TELEPHONE NUMBERa. NAME

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION 5. SOLICITATION NUMBER

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS 1. REQUISITION NUMBER PAGE OF

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

TELEPHONE NO.

17a. CONTRACTOR/

Lakewood CO 80228-2583 12300 W. Dakota Ave, Central Federal Lands Highway Div.

Federal Highway Administration

15. DELIVER TO

Lakewood CO 80228-2583 12300 W. Dakota Ave, Suite 167 Central Federal Lands Highway Div.

9. ISSUED BY

7.

2. CONTRACT NO.

EFFECTIVE DATE

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK BELOW

ISSUE DATE

DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

11.

SEE SCHEDULE

12. DISCOUNT TERMS

THIS CONTRACT IS A

RATED ORDER UNDER

DPAS (15 CFR 700)

13a.

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

HUBZONE SMALL

BUSINESS

8(A)

Federal Highway Administration

WOMEN-OWNED SMALL BUSINESS

(WOSB) ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

DUNS Number: Not Available Contractor shall furnish supplies and/or services, if and when requested by the Contracting Officer or the authorized representative during the period specified in the "Effective Period." Purchases(Call Orders) made hereunder shall have a written Statement of Work (SOW). Calls shall include a description of the job requirements, prices, delivery schedule and place of inspection and acceptance.

(Use Reverse and/or Attach Additional Sheets as Necessary)

$0.00

HEREIN, IS ACCEPTED AS TO ITEMS:

DATED

Sheri Muehl

. YOUR OFFER ON SOLICITATION (BLOCK 5),

INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER

ARE

ARE

31c. DATE SIGNED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA

31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print)

ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL

SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1, 52.212-4. FAR 52.212-3 AND 52.212-5 ARE ATTACHED. ADDENDA

26. TOTAL AWARD AMOUNT (For Govt. Use Only)

OFFER

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA - FAR (48 CFR) 53.212

ARE NOT ATTACHED.

ARE NOT ATTACHED.

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

30b. NAME AND TITLE OF SIGNER (Type or print)

30a. SIGNATURE OF OFFEROR/CONTRACTOR

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

25. ACCOUNTING AND APPROPRIATION DATA

See schedule

29. AWARD OF CONTRACT:

REF.

6982AF19Q000002 10 Dec 18

27 Dec 2018 12PM MT

2 74

X

238910

$15.0 m

X

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32c. DATE 32b. SIGNATURE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED:

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

40. PAID BY39. S/R VOUCHER NUMBER38. S/R ACCOUNT NUMBER

37. CHECK NUMBER

FINALPARTIAL

36. PAYMENT

FINALPARTIAL

35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER33. SHIP NUMBER

COMPLETE

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

42d. TOTAL CONTAINERS42c. DATE REC'D (YY/MM/DD)

42b. RECEIVED AT (Location)

42a. RECEIVED BY (Print)

41c. DATE41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

STANDARD FORM 1449 (REV. 2/2012) BACK

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Base Period 1 January 2019 through 31 December

1st Option Period 1 January 2020 through

31December 2020

2nd Option Period 1 January 2021 through 31

December 2021

3rd Option Period 1 January 2022 through 31

December 2022

4th Option Period 1 January 2023 through 31

December 2023

6 Month Extension Period 1 January 2024, through

30 June 2024

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

1 EA

Description of Agreement

The Contractor shall furnish supplies and/or services, when requested by the Contracting Officer or the authorized representative during the period specified in the paragraph below entitled "Effective Period." Purchases (which may be referred to as call orders) made hereunder must first have a written Statement of Work (SOW).

The purchases shall reference this agreement. Such calls shall include a description of the job requirements, prices, delivery schedule, place of inspection and acceptance. The effective date of this agreement shall be the date the agreement is signed by the Contracting Officer.

Tasks ordered will include a detailed description of work. All items will be provided and ordered in accordance with the attached SOW and the most current Service Contract Wage Determination issued by the Department of Labor.

Extent of Obligation

Both parties are obligated only to the extent of authorized calls placed against this agreement by authorized personnel.

Pricing

The prices to the Government shall be as low as or lower than those charged the Contractor's most favored customer for comparable quantities under similar terms and conditions, in addition to any discounts for prompt payment.

Call Limitation

Orders under $2,500.00 - prepare a SOW and place the order directly with any contractor.

Orders $2,500.00 and over - prepare a SOW, check pricing and location for best value and send to one or more Contractors.

No individual call under this agreement shall exceed $300,000.00.

The maximum ordering limit for the life of the BPA shall not exceed $1,500,000.00.

Delivery Tickets

Service agreements made under this agreement shall be accompanied by delivery tickets or sales slips that shall contain the following minimum information:

1. Name of supplier

2. BPA number

3. Date of Purchase (call)

4. Purchase (call) Number

5. Itemized list of supplies/services furnished

6. Quantity, unit price and extension of each item, less applicable discounts

7. Date of completion

Invoices Invoices shall be submitted for all orders made during a billing period to the COR, Contract Specialist CFLSimplified@dot.gov and submit to finance in one of three methods.

Submit a copy of the invoices to the following:

1. U.S. Mail – Mailing Address Federal Highway Administration Federal Lands Highway A/P Branch, AMZ-150 6500 S. MacArthur Blvd.

Oklahoma City OK 73169

2. E-mail Instructions – Invoices must be in .pdf format to submit by e-mail.

Address to: 9-AMC-AMZ-CFLInvoices@faa.gov * Subject line must contain: BPA and Call Number, Invoice Number and Net Terms (Example: 6982AF-##-A-##### Call No. ## Invoice No. ### Prompt Net 30) *Note: The FAA handles all FHWA payments.

Before payment can be made, invoices must be submitted and contain the following information:

1. Vendor name and address as it appears in Block l7a on the SF

Form 1449

2. BPA Number (i.e., 6982AF-19-A-0000X)

3. Call Order Number (i.e., 6982AF-19-A-0000X/0##)

4. Date of each order

5. Itemized list of supplies/services for each call to include quantities, unit prices, and extended prices less any applicable discounts.

Effective Period

This BPA will remain effective from date signed by both parties or until unilaterally rescinded by either the Contractor or the Government in writing. Pricing should be effective for 1 year, unless pricing for commodities increase drastically on the open market. In this instance, the Contractor will request a review by the Contracting Officer for consideration of price increase.

Place and Time of Delivery

Delivery location and time will be identified in each call order. Any deviations must have the express consent of the Contracting Officer. All calls will be placed as FOB destination.

Acceptance

The Government shall have 7 days from delivery of supplies/services to submit a claim for non-acceptance.

mailto:9-AMC-AMZ-CFLInvoices@faa.gov

Hazardous Materials Identification

The Contractor will ensure that any material delivered for the Government is free of hazards of any kind, chemical or otherwise and/or will clearly identify any hazardous material upon delivery.

Ozone Depleting Substances

Public Law 102-484 places restrictions on the use of ozone depleting substances (ODS) in the performance of any Government contract. No calls will include any specification, standard, drawing or other documents that requires the use of a Class I ODS in the design, manufacture, test, operation, or maintenance of any system, subsystem, item, component, or process; nor does it require the delivery of any item of supply that contains (or a requirement that can only be met by) a Class I ODS.

Any doubts or questions shall be immediately referred to the Contracting Officer.

Notice of Individuals Authorized to Place Calls and Dollar Limitations

A list of individuals authorized to purchase under this agreement, identified by title of position or by name of the individual, and their dollar limitation per call, shall be furnished to the Contractor by the Contracting Officer upon award of the BPA. Calls may be placed orally to any authorized Contractor when the procurement will be under $2,500.00. Any order over $2,500.00 must have a written SOW and the order must be placed by a Contracting Officer.

Warranties

The Contractor agrees that supplies/services furnished under this agreement shall be covered by the most favorable commercial warranties the Contractor offers to any customer for such supplies and services and that the rights and remedies provided herein are in addition to and do not limit any rights afforded to the Government by any other clause in this contract.

Variation in Quantities

The Contractor is responsible for the delivery of specified quantities. If the Contractor delivers and the Government receives quantities of any item more than the quantity ordered, they will be treated as being delivered for the convenience of the Contractor, unless the excess is because of some unknown reason. When this happens the Government Representative has the authority to accept or negotiate the quantities that will go over the items listed in the Statement of Work and the itemized quantities

Packing and Marking

All packing will be in accordance with standard commercial practices. Each package shall be clearly marked with the BPA number and referenced call numbers. If there is to be shipping of any core samples, then the procedures and who to ship to will be listed in the SOW.

Price List

The Contractor shall submit the attached price list for approval to the Contracting Officer.

Price List shall show:

1) Company name;

2) BPA agreement number;

3) A statement that indicates either a specific time period the prices will remain in effect (not less than 1 year), or effective until further notice.

The Contractor may offer voluntary price reductions for previously approved items without written approval. These reductions should be shown as "VPR" on the invoice and price list.

The Contractor shall furnish price list changes SECTION B – SUPPLIES/SERVICES AND PRICING to the Contracting Officer in sufficient time; however, no less than 30 days to permit review and distribution to ordering activities before the pricing agreement period commences. Revised price lists must show company name and appropriate BPA number

Blanket Purchase Agreement 12/01/2018 Federal Highway Administration

SECTION B – SUPPLIES/SERVICES AND PRICING

1 January 2019 thru 31 December 2019

Supplies/Services-2019 Unit of Measure Unit Price

Mob/Demobilization – Truck Mounted Drill *see below Mileage rate

Mob/Demobilization – Track Mounted Drill *see below Mileage rate

Mob/Demobilization – Portable Drill *see below Mileage rate

Casing Advancer Drilling (4 or 5-inch diameter) Linear Foot

HQ3 core drilling Linear Foot

NQ core drilling (portable drill rig) Linear Foot

Pavement cores 6-inch diameter through roadway Each

Hollow stem auger drilling 4 ¼ ID Linear Foot

Hollow stem auger drilling 3 ¼ ID (portable drill rig) Linear Foot

2.5 & 3-inch Split Spoon Samples Each

SPT samples Each

Shelby tube samples 3-inch Each

California liner samples Each

Per Diem – per person per day at Government rate for area Day Job Specific

Water truck mobilization/demobilization *see below Mileage Rate

Water haul Hour

2.75-inch inclinometer casing installed Linear Foot

2-inch slotted piezometer casing Linear Foot

2-inch solid piezometer casing (with caps) Linear Foot

Crane MOB and DEMOB (highly variable with location) Lump Sum Negotiated at Time of Award

Crane use (highly variable with location) Hour Negotiated at Time of Award

Standby time (crane and operator) Hour Negotiated at Time of Award

Monitoring well cover flush mount with locking cap installed Each

Supplies/Services-2019 Unit of

Measure Unit Price

Monitoring well cover, above surface, installed Each

Pavement restoration (asphalt and concrete) Each Negotiated at Time of Award

Flag personnel (not subject to wage determination) Hour Negotiated at Time of Award

Flag personnel mobilization/demobilization Lump Sum Negotiated at Time of Award

Flagging equipment Lump Sum Negotiated at Time of Award

Shipping samples (variable for each project) Lump Sum Negotiated at Time of Award

Standby time (if any) for drill crew and equipment Hour

On project moves (if any) for drill crew and equipment Hour

Monitoring well permit (variable by jurisdiction) Lump Sum Negotiated at Time of Award

Helicopter use (highly variable with location and helicopter size) Hour/Day Negotiated at Time of Award

Drill site preparation Hour

Heavy equipment mobilization/demobilization for site prep Day

Logging drill holes and creating gINT logs Hour

Logging personnel and vehicle mobilization/demobilization Mileage Rate

Drill crew travel time to/from lodging and job site Hour

Downhole hammer system ( system -includes compressor) Linear Foot

Shallow borings (up to 10-foot depth) Hour

55-gallon DOT drums (for cuttings) including disposal Each

Backfill borings with lean concrete Linear Foot

Forklift/skid steer mobilization/demobilization *see below Day

Laboratory material testing Lump Sum

Add Item**

Supplies/Services-2019 ** Unit of

Measure Unit Price

* Mobilization and Demobilization will change per the location of project site; only 1 drill rig mob/demobilization price will be paid per job.

** Items may be added by way of modification to this BPA as necessary.

1 January 2020 thru 31 December 2020

Supplies/Services 2020 Unit of Measure Unit Price

Mob/Demobilization – Truck Mounted Drill *see below Mileage rate

Mob/Demobilization – Track Mounted Drill *see below Mileage rate

Mob/Demobilization – Portable Drill *see below Mileage rate

Casing Advancer Drilling (4 or 5-inch diameter) Linear Foot

HQ3 core drilling Linear Foot

NQ core drilling (portable drill rig) Linear Foot

Pavement cores 6-inch diameter through roadway Each

Hollow stem auger drilling 4 ¼ ID Linear Foot

Hollow stem auger drilling 3 ¼ ID (portable drill rig) Linear Foot

2.5 & 3-inch Split Spoon Samples Each

SPT samples Each

Shelby tube samples 3-inch Each

California liner samples Each

Per Diem – per person per day at Government rate for area Day Job Specific

Water truck mobilization/demobilization *see below Mileage Rate

Water haul Hour

2.75-inch inclinometer casing installed Linear Foot

2-inch slotted piezometer casing Linear Foot

2-inch solid piezometer casing (with caps) Linear Foot

Crane MOB and DEMOB (highly variable with location) Lump Sum Negotiated at Time of Award

Crane use (highly variable with location) Hour Negotiated at Time of Award

Standby time (crane and operator) Hour Negotiated at

Supplies/Services 2020 Unit of Measure Unit Price

Monitoring well cover, above surface, installed Each

Pavement restoration (asphalt and concrete) Each Negotiated at Time of Award

Flag personnel (not subject to wage determination) Hour Negotiated at Time of Award

Flag personnel mobilization/demobilization Lump Sum Negotiated at Time of Award

Flagging equipment Lump Sum Negotiated at Time of Award

Shipping samples (variable for each project) Lump Sum Negotiated at Time of Award

Standby time (if any) for drill crew and equipment Hour

On project moves (if any) for drill crew and equipment Hour

Monitoring well permit (variable by jurisdiction) Lump Sum Negotiated at Time of Award

Helicopter use (highly variable with location and helicopter size) Hour/Day Negotiated at Time of Award

Drill site preparation Hour

Heavy equipment mobilization/demobilization for site prep Day

Logging drill holes and creating gINT logs Hour

Logging personnel and vehicle mobilization/demobilization Mileage Rate

Drill crew travel time to/from lodging and job site Hour

Downhole hammer system ( system -includes compressor) Linear Foot

Shallow borings (up to 10-foot depth) Hour

55-gallon DOT drums (for cuttings) including disposal Each

Backfill borings with lean concrete Linear Foot

Forklift/skid steer mobilization/demobilization *see below Day

Laboratory material testing Lump Sum

Add Item**

Supplies/Services 2020 Unit of Measure Unit Price

* Mobilization and Demobilization will change per the location of project site; only 1 drill

1 January 2021 thru 31 December 2021

Supplies/Services 2021 Unit of Measure Unit Price

Mob/Demobilization – Truck Mounted Drill *see below Mileage rate

Mob/Demobilization – Track Mounted Drill *see below Mileage rate

Mob/Demobilization – Portable Drill *see below Mileage rate

Casing Advancer Drilling (4 or 5-inch diameter) Linear Foot

HQ3 core drilling Linear Foot

NQ core drilling (portable drill rig) Linear Foot

Pavement cores 6-inch diameter through roadway Each

Hollow stem auger drilling 4 ¼ ID Linear Foot

Hollow stem auger drilling 3 ¼ ID (portable drill rig) Linear Foot

2.5 & 3-inch Split Spoon Samples Each

SPT samples Each

Shelby tube samples 3-inch Each

California liner samples Each

Per Diem – per person per day at Government rate for area Day Job Specific

Water truck mobilization/demobilization *see below Mileage Rate

Water haul Hour

2.75-inch inclinometer casing installed Linear Foot

2-inch slotted piezometer casing Linear Foot

2-inch solid piezometer casing (with caps) Linear Foot

Crane MOB and DEMOB (highly variable with location) Lump Sum Negotiated at Time of Award

Crane use (highly variable with location) Hour Negotiated at Time of Award

Standby time (crane and operator) Hour Negotiated at

Supplies/Services 2021 Unit of

Measure Unit Price Monitoring well cover, above surface, installed Each

Pavement restoration (asphalt and concrete) Each Negotiated at Time of Award

Flag personnel (not subject to wage determination) Hour Negotiated at Time of Award

Flag personnel mobilization/demobilization Lump Sum Negotiated at Time of Award

Flagging equipment Lump Sum Negotiated at Time of Award

Shipping samples (variable for each project) Lump Sum Negotiated at Time of Award

Standby time (if any) for drill crew and equipment Hour

On project moves (if any) for drill crew and equipment Hour

Monitoring well permit (variable by jurisdiction) Lump Sum Negotiated at Time of Award

Helicopter use (highly variable with location and helicopter size Hour/Day Negotiated at Time of Award

Drill site preparation Hour

Heavy equipment mobilization/demobilization for site prep Day

Logging drill holes and creating gINT logs Hour

Logging personnel and vehicle mobilization/demobilization Mileage Rate

Drill crew travel time to/from lodging and job site Hour

Downhole hammer system ( system includes compressor) Linear Foot

Shallow borings (up to 10-foot depth) Hour

55-gallon DOT drums (for cuttings) including disposal Each

Backfill borings with lean concrete Linear Foot

Forklift/skid steer mobilization/demobilization *see below Day

Laboratory material testing Lump Sum

Add Item**

Supplies/Services 2021 Unit of Measure

Unit Price

* Mobilization and Demobilization will change per the location of project site; only 1 drill

1 January 2022 thru 31 December 2022

Supplies/Services 2022 Unit of Measure Unit Price

Mob/Demobilization – Truck Mounted Drill *see below Mileage rate

Mob/Demobilization – Track Mounted Drill *see below Mileage rate

Mob/Demobilization – Portable Drill *see below Mileage rate

Casing Advancer Drilling (4 or 5-inch diameter) Linear Foot

HQ3 core drilling Linear Foot

NQ core drilling (portable drill rig) Linear Foot

Pavement cores 6-inch diameter through roadway Each

Hollow stem auger drilling 4 ¼ ID Linear Foot

Hollow stem auger drilling 3 ¼ ID (portable drill rig) Linear Foot

2.5 & 3-inch Split Spoon Samples Each

SPT samples Each

Shelby tube samples 3-inch Each

California liner samples Each

Per Diem – per person per day at Government rate for area Day Job Specific

Water truck mobilization/demobilization *see below Mileage Rate

Water haul Hour

2.75-inch inclinometer casing installed Linear Foot

2-inch slotted piezometer casing Linear Foot

2-inch solid piezometer casing (with caps) Linear Foot

Crane MOB and DEMOB (highly variable with location) Lump Sum Negotiated at Time of Award

Crane use (highly variable with location) Hour Negotiated at Time of Award

Standby time (crane and operator) Hour Negotiated at

Supplies/Services 2022 Unit of Measure Unit Price

Monitoring well cover, above surface, installed Each

Pavement restoration (asphalt and concrete) Each Negotiated at Time of Award

Flag personnel (not subject to wage determination) Hour Negotiated at Time of Award

Flag personnel mobilization/demobilization Lump Sum Negotiated at Time of Award

Flagging equipment Lump Sum Negotiated at Time of Award

Shipping samples (variable for each project) Lump Sum Negotiated at Time of Award

Standby time (if any) for drill crew and equipment Hour

On project moves (if any) for drill crew and equipment Hour

Monitoring well permit (variable by jurisdiction) Lump Sum Negotiated at Time of Award

Helicopter use (highly variable with location and helicopter siz Hour/Day Negotiated at Time of Award

Drill site preparation Hour

Heavy equipment mobilization/demobilization for site prep Day

Logging drill holes and creating gINT logs Hour

Logging personnel and vehicle mobilization/demobilization Mileage Rate

Drill crew travel time to/from lodging and job site Hour

Downhole hammer system ( system includes compressor) Linear Foot

Shallow borings (up to 10-foot depth) Hour

55-gallon DOT drums (for cuttings) including disposal Each

Backfill borings with lean concrete Linear Foot

Forklift/skid steer mobilization/demobilization *see below Day

Laboratory material testing Lump Sum

Add Item**

Supplies/Services 2022 Unit of Measure Unit Price

* Mobilization and Demobilization will change per the location of project site; only 1 drill

1 January 2023 thru 31 December 2023

Supplies/Services 2023 Unit of Measure Unit Price

Mob/Demobilization – Truck Mounted Drill *see below Mileage rate

Mob/Demobilization – Track Mounted Drill *see below Mileage rate

Mob/Demobilization – Portable Drill *see below Mileage rate

Casing Advancer Drilling (4 or 5-inch diameter) Linear Foot

HQ3 core drilling Linear Foot

NQ core drilling (portable drill rig) Linear Foot

Pavement cores 6-inch diameter through roadway Each

Hollow stem auger drilling 4 ¼ ID Linear Foot

Hollow stem auger drilling 3 ¼ ID (portable drill rig) Linear Foot

2.5 & 3-inch Split Spoon Samples Each

SPT samples Each

Shelby tube samples 3-inch Each

California liner samples Each

Per Diem – per person per day at Government rate for area Day Job Specific

Water truck mobilization/demobilization *see below Mileage Rate

Water haul Hour

2.75-inch inclinometer casing installed Linear Foot

2-inch slotted piezometer casing Linear Foot

2-inch solid piezometer casing (with caps) Linear Foot

Crane MOB and DEMOB (highly variable with location) Lump Sum Negotiated at Time of Award

Crane use (highly variable with location) Hour Negotiated at Time of Award

Standby time (crane and operator) Hour Negotiated at

Supplies/Services 2023 Unit of Measure Unit Price

Monitoring well cover, above surface, installed Each

Pavement restoration (asphalt and concrete) Each Negotiated at Time of Award

Flag personnel (not subject to wage determination) Hour Negotiated at Time of Award

Flag personnel mobilization/demobilization Lump Sum Negotiated at Time of Award

Flagging equipment Lump Sum Negotiated at Time of Award

Shipping samples (variable for each project) Lump Sum Negotiated at Time of Award

Standby time (if any) for drill crew and equipment Hour

On project moves (if any) for drill crew and equipment Hour

Monitoring well permit (variable by jurisdiction) Lump Sum Negotiated at Time of Award

Helicopter use (highly variable with location and helicopter siz Hour/Day Negotiated at Time of Award

Drill site preparation Hour

Heavy equipment mobilization/demobilization for site prep Day

Logging drill holes and creating gINT logs Hour

Logging personnel and vehicle mobilization/demobilization Mileage Rate

Drill crew travel time to/from lodging and job site Hour

Downhole hammer system ( system includes compressor) Linear Foot

Shallow borings (up to 10-foot depth) Hour

55-gallon DOT drums (for cuttings) including disposal Each

Backfill borings with lean concrete Linear Foot

Forklift/skid steer mobilization/demobilization *see below Day

Laboratory material testing Lump Sum

Add Item**

Supplies/Services 2023 Unit of Measure

Unit Price

* Mobilization and Demobilization will change per the location of project site; only 1 drill

1 January 2024 thru 31 December 2024

Supplies/Services 2024 Unit of Measure Unit Price

Mob/Demobilization – Truck Mounted Drill *see below Mileage rate

Mob/Demobilization – Track Mounted Drill *see below Mileage rate

Mob/Demobilization – Portable Drill *see below Mileage rate

Casing Advancer Drilling (4 or 5-inch diameter) Linear Foot

HQ3 core drilling Linear Foot

NQ core drilling (portable drill rig) Linear Foot

Pavement cores 6-inch diameter through roadway Each

Hollow stem auger drilling 4 ¼ ID Linear Foot

Hollow stem auger drilling 3 ¼ ID (portable drill rig) Linear Foot

2.5 & 3-inch Split Spoon Samples Each

SPT samples Each

Shelby tube samples 3-inch Each

California liner samples Each

Per Diem – per person per day at Government rate for area Day Job Specific

Water truck mobilization/demobilization *see below Mileage Rate

Water haul Hour

2.75-inch inclinometer casing installed Linear Foot

2-inch slotted piezometer casing Linear Foot

2-inch solid piezometer casing (with caps) Linear Foot

Crane MOB and DEMOB (highly variable with location) Lump Sum Negotiated at Time of Award

Crane use (highly variable with location) Hour Negotiated at Time of Award

Standby time (crane and operator) Hour Negotiated at

Supplies/Services 2024 Unit of Measure

Unit Price

Monitoring well cover, above surface, installed Each

Pavement restoration (asphalt and concrete) Each Negotiated at Time of Award

Flag personnel (not subject to wage determination) Hour Negotiated at Time of Award

Flag personnel mobilization/demobilization Lump Sum Negotiated at Time of Award

Flagging equipment Lump Sum Negotiated at Time of Award

Shipping samples (variable for each project) Lump Sum Negotiated at Time of Award

Standby time (if any) for drill crew and equipment Hour

On project moves (if any) for drill crew and equipment Hour

Monitoring well permit (variable by jurisdiction) Lump Sum Negotiated at Time of Award

Helicopter use (highly variable with location and helicopter siz Hour/Day Negotiated at Time of Award

Drill site preparation Hour

Heavy equipment mobilization/demobilization for site prep Day

Logging drill holes and creating gINT logs Hour

Logging personnel and vehicle mobilization/demobilization Mileage Rate

Drill crew travel time to/from lodging and job site Hour

Downhole hammer system ( system includes compressor) Linear Foot

Shallow borings (up to 10-foot depth) Hour

55-gallon DOT drums (for cuttings) including disposal Each

Backfill borings with lean concrete Linear Foot

Forklift/skid steer mobilization/demobilization *see below Day

Laboratory material testing Lump Sum

Add Item**

Supplies/Services 2024 Unit of Measure Unit Price

* Mobilization and Demobilization will change per the location of project site; only 1 drill

SECTION C - DESCRIPTION/SPECIFICATIONS

C.1 - Scope of Work (SOW)

This contract covers the following geographical area: The States of Arizona, California, Colorado, Hawaii, Kansas, Nebraska, New Mexico, Nevada, North Dakota, Oklahoma, South Dakota, Texas, Utah and Wyoming.

The actual work location will be designated within each Call order. The majority of the work will be in National Parks and in or near National Forests.

C.1.1 - Definitions

C.1.1.1 PROJECT: The specific section of the highway or other property on which drilling is to be performed as set forth in the Call order.

C.1.1.2. DRILL SITE: Consists of each borehole location, including access road(s), drill pad, staging area(s), and flagging area.

C.1.1.3. FHWA: Federal Highway Administration, Central Federal Lands Highway Division, 12300 West Dakota Avenue, Lakewood, Colorado

C.1.1.4. COR: Contracting Officer’s Representative

C.1.1.5. FIELD INSPECTOR: Government-provided inspector.

C.1.2 Schedule of Drilling and Sampling

C.1.2.1 The schedule for drilling and sampling, and depth of each boring required will be provided within the scope of work of each Call order. Depth of borings may be changed when directed by the COR.

C.1.3 Contractor-Furnished Property & Services

C1.3.1 DRILLING MACHINE

The drilling machine requirements will consist of a truck-mounted drill, and either a track, ATV, or skid-mounted drill capable of wireline core drilling to a minimum depth of 200 feet, obtaining an H-size (approximately 2.5-inch diameter) core, and standard penetration (SPT) tests and samples for the full depth specified in each Call order. The (SPT) system shall be calibrated annually to determine the efficiency of the system. Calibration documentation shall be provided upon request. The equipment shall also be capable of turning 8.25-inch (O.D.) hollow-stem augers to a depth of 80 feet.

The drilling machine shall be furnished complete with all the materials, operating accessories, modifications, and attachments that may be necessary to fulfill the requirements of this contract. This includes, but is not limited to: drill fluid pumps;

compressor; core barrel and rod; diamond core bits; SPT barrels, samplers, hammers, and assorted equipment; and water tanks, hoses, and accessory pumps. The drilling machine shall include downhole hammer system appropriately selected for the anticipated subsurface conditions. Inoperable equipment shall be repaired/replaced within 48 hours at the Contractor’s expense.

C.1.3.2 ROCK CORE DRILLING EQUIPMENT

H-sized triple tube or split tube wireline core drilling equipment shall be used unless otherwise stated. N sized triple tube or split tube wireline core drilling equipment may be called for when using a portable drill rig. Diamond bits, casing shoes, reaming shells, and pavement coring bits, shall be supplied by the Contractor.

C.1.3.3 CASING ADVANCERS

Wireline casing advancers from N size to H size may be called for.

C.1.3.4 AUGER DRILLING EQUIPMENT

Hollow stem augers for soil sampling to auger refusal, installation of instrumentation, and H-sized coring to continue sampling shall have a minimum ID.

of 4 ¼ inches and maximum O.D. of 9 inches. All sampling rods, split spoon samplers, shoes, and auger tools shall be supplied by the Contractor.

C.1.3.5 PAVEMENT CORE DRILLING EQUIPMENT

The pavement core drilling machine shall be portable with a 6-inch diameter diamond impregnated core bit. The machine can be either electric or gas powered and shall be furnished complete with all materials, operating accessories, modifications, and attachments that may be necessary to fulfill the requirements of this contract. This includes, but is not limited to: diamond core bits, generator, fuel, water tank, hoses, and assorted equipment and tools. Inoperable equipment shall be repaired/replaced within 48 hours at the Contractor’s expense.

C.1.3.6 SPARK ARRESTERS

All stationary and mobile diesel and gasoline engines, except exhaust turbo-charged engines, used in the Contractor’s operations shall be equipped with spark arresters.

C.1.3.7 PERSONNEL REQUIREMENTS

The Contractor shall furnish a drill crew consisting of at least one journeyman-level drill operator and one experienced drill helper. In addition, the Call order may indicate the need for flaggers and signs.

The Contracting Officer (CO) shall have the authority to require the replacement of any Contractor personnel not exhibiting adequate capability or reasonable safety and responsibility in their job performance. Personnel removed due to Government determination of unsuitability shall be replaced within 3 days. If the Contractor replaces personnel during the performance of a Call order, there shall be no expense to the Government.

The Contractor and not the Government is responsible under this contract for the control, management, and supervision of the day-to-day activities and performance of their employees while performing the services required by the contract. Services to be delivered under this contract by the Contractor to the Government are non-personal as defined by FAR Part 37.

C.1.3.7.1 JOURNEYMAN-LEVEL DRILL OPERATOR

The Drill Operator is responsible for the safe and efficient transportation, operation, and maintenance of equipment utilized in drilling, sampling, and testing of bore holes for bridge foundations, landslide investigations, soil survey, retaining wall foundations, and material source investigations. The Drill Operator supervises the building of access roads, and crane or boom truck operations as needed to gain access to sites.

The Drill Operator shall have a minimum of 2 years’ experience in the operation of drill equipment in the geotechnical field. Drill Operators shall possess a drillers license from each state in which they perform work. The Drill Operator shall have current driver’s licenses that permit the transport of drill operation equipment. Such licenses shall comply with all applicable Federal and State codes and regulations. The Drill Operator’s driving record shall indicate the safe and responsible use of drilling operation vehicles.

The Drill Operator shall be capable of performing standard geotechnical tests such as the standard penetration test and thin wall undisturbed sampling (i.e.

Shelby). In addition, the Drill Operator shall be proficient in the use of split spoon sampler and similar tests.

The Drill Operator shall understand the use of, and be able to install, inclinometer casing and piezometer casing as directed.

The Drill Operator shall be able to locate borings on the ground from plans or other diagrams and read and understand survey stakes. The Drill Operator shall be capable of following oral and/or written instructions of a general nature. Drill Operator shall be physically fit and capable of lifting and carrying heavy pieces of drill equipment in adverse or inclement conditions such as mud, snow, ice, or irregular terrain.

C.1.3.7.3 DRILL HELPER

The Drill Helper shall work under the direct supervision of the Drill Operator.

The Helper will be required to assist the Drill Operator with heavy lifting of drill equipment in possibly adverse conditions, such as mud, snow, ice, or uneven ground. The helper shall have a minimum of six (6) months experience working with heavy equipment and shall be familiar with the operation of water pumps. The Helper shall have a good overall mechanical aptitude and possess good manual dexterity. The Helper shall have current driver’s licenses that permit the transport of drill operation equipment. Such licenses shall comply with all applicable Federal and State codes and regulations. The Helper’s driving record shall indicate the safe and responsible use of drilling operation vehicles.

C.1.3.7.4 FLAGGER

Flaggers shall perform in accordance with The Manual on Uniform Traffic Control Devices, Part VI, Section F - Control of Traffic Through Work Areas.

Flaggers shall have current certifications (flagging cards) from the American Traffic Safety Services Association, National Safety Council, or a State agency.

C1.3.7.5 LOGGER

Logging personnel for the preparation of drilling logs and gINT logs shall be a geologist or geotechnical engineer.

C1.3.7.6 MATERIAL TESTING LABORATORY

The Material Testing Laboratory shall have AASHTO Accreditation through AASHTO Resource for the requested material tests.

C.2 Performance Requirements

C2.1 GENERAL DRILLING

The Contractor shall perform the drilling at the locations set forth in the Call orders.

The COR will determine each drill site and final drilling depths.

NOTE: The actual number of holes drilled and depth of holes may vary from the amount set forth in the Call order. The Contractor shall be paid for the actual number of holes drilled and the actual depths drilled.

C2.2 DRILL WORK

C2.2.1 SOIL SAMPLING

The Contractor shall conduct standard penetration sampling in accordance with standard methods specified by the American Society for Testing and Materials (ASTM) in ASTM D 1586-84, Standard Test Method for Penetration Test and Split-Barrel Sampling of Soils. Shelby tube sampling shall be in accordance with ASTM D 1587-83, Standard Practice for Thin-Walled Tube Sampling of Soils. Standard penetration tests (SPTs) shall be conducted in soil continuously to refusal, as determined by the COR. The Contractor shall open the SPT sampler after each test, and provide the open sampler with sample contained within to the COR. Borings shall be advanced using hollow stem augers with a center plug or bit. Subsurface materials at the drill site may preclude SPT sampling in some parts of one or more holes. If material is encountered that is too large for hollow stem augers to advance, the H-size core barrel shall be inserted, and advancement of the hole shall be continued with SPT tests taken as directed by the COR.

If SPT refusal (defined as 50 blows or more for 6 inches of penetration or 10 blows for no penetration) occurs prior to obtaining the specified depth, the borehole shall be advanced another 1½ feet and the Standard Penetration Test repeated. If SPT refusal occurs again, the COR may direct the Driller to change to core drilling or to continue augering to auger refusal (defined as the inability to advance the boring further by augering) before changing to core drilling.

If volatile or poisonous gas is encountered, the boring shall be terminated and the COR shall be notified.

C2.2.2 CORE DRILLING AND SAMPLING

If auger and/or SPT refusal as determined by the COR occurs, the Contractor will begin core drilling. Coring shall be performed in all fresh, broken, and/or weathered rock, providing continuous core samples of the materials being investigated. Pavement cores shall be drilled through the entire thickness of pavement present in the roadway, or to a maximum of 12 inches. Core samples shall be recovered in as intact a state as possible at the locations and to the depths prescribed in the Call order. Core samples shall be emptied from the core barrel into a core tray or other suitable container that minimizes disturbance to the sample for examination. The core will be boxed by the Contractor after the COR’s examination. All recovered core and other drilled materials shall be delivered to the FHWA office according to the schedule established in the Call order.

C2.2.3 SHALLOW BORING

The COR will determine the frequency of shallow borings (e.g. ¼ or ½ mile intervals) and/or select specific sampling locations. Boring shall begin by augering through the pavement, if present, without disturbing the underlying baserock.

Loosen baserock with auger without mixing with underlying materials. Hand excavate and place all baserock into sample bag(s). Hand clean base of hole so as not to mix baserock with underlying material. Carefully loosen underlying material with auger so as not to mix individual, distinct layers. Sample each distinct strata encountered as determined by the COR to a minimum depth of 5 feet or to auger refusal. The minimum depth of shallow borings may be increased to 10 feet as set forth in the Call order. Obtain 50 pound samples in sand, silt and clay. Obtain 100 pound samples in predominantly gravel or cobble materials.

Sample weight shall not exceed 70 pounds per bag or bucket. The Contractor shall permit the COR to log the completed hole prior to backfilling. Backfill the hole with material suitable for compaction. Compact each 1 foot of loosely placed fill with a tamper. Replace base rock with gravel and/or sand. Replace pavement to original depth with compacted asphaltic patch or as directed by

COR.

C2.2.4. INSTALLATIONS

C2.2.4.1 Observation wells

The Contractor shall install a PVC pipe observation well to the bottom of the designated borings after drilling is completed. One centering device shall be attached for each 20-25 feet of PVC pipe to insure adequate annular spacing throughout the length of the observation well. A slotted PVC screen shall be installed within the water-bearing strata as specified by the COR. Backfill around the screen shall consist of number 8, uniform graded silica sand. A bentonite seal shall be installed above the screen to the top of the hole. A cap of common materials shall be placed over the seal. A plastic cap shall be installed on top of the PVC pipe. A permanent, locking cover shall be cemented in place surrounding and protecting the top of the PVC pipe. All pipe, screens, bentonite, sand, and other materials necessary for installation shall be furnished by the Contractor.

C2.2.4.2 Inclinometers

The Contractor shall install flush coupled, ABS plastic inclinometer casing with a one-way grout valve fitted to the bottom section of the casing. All joints shall be attached as specified by the manufacturer. Each joint will be covered by “duct” tape to preclude entrance of grout. The inclinometer casing shall contain four internal grooves at 90 degree intervals which shall be oriented in the bore-hole at the direction of the COR. The casing shall be inserted through the drill casing such that an internal grout pipe may be attached to the one-way valve through the inclinometer casing. After removal of the drill casing, this pipe will allow cement grout to be pumped through the grout valve into the annular space between the bore-hole and the inclinometer casing. Grout shall be pumped continuously until the annular space is completely filled and excess grout is flowing from the hole at the ground surface. Grout shall consist of a prepackaged Portland cement that meets the requirements of ASTM C 150-94, or shall be a mixture of bentonite and Portland cement (mix ratio of 1 part bentonite to 4 parts cement) with sufficient water to allow pumping. After removal of the internal grout pipe, the inclinometer casing shall be thoroughly flushed with water to remove all excess grout and/or drill cuttings. A permanent, locking cover shall be cemented in place surrounding and protecting the top of the PVC pipe.

C2.2.5 WATER LEVEL TESTING

At the end of each drilling day, the Contractor shall fill to the top with water each newly completed drill hole. At the start of the next drilling day, the Contractor shall read and record on the Driller’s Daily Diary and Daily Log, the measured depth to water for those holes filled upon completion of previous day’s work.

C2.2.6 DOCUMENTATION

The Contractor shall monitor the drill runs and depths, SPT Blow counts, water color changes and estimated percent (%) water return. On a per drill run basis, the Drill Operator shall keep a general log of the materials encountered (fresh rock, broken rock, weathered rock, soil, boulders), drilling method used, drilling activity performed, and measured depth to water. The Drill Operator shall also list soil sample intervals by type.

This information shall be recorded on a Driller’s Daily Diary and a Daily Log.

The Contractor shall document any information that might give an indication to the character of, or a change in, the subsurface materials being encountered. The Contractor shall measure and record all sample locations, beginnings and endings of runs, and water depths to the nearest tenth of a foot. The Driller’s Daily Log shall be available for the COR’s inspection at the beginning of each shift.

The Government will provide the contractor with a CFLHD Daily Drill Contractor’s Report. The Driller shall furnish a signed copy of this form to the Field Inspector at the close of each workday. The Field Inspector will immediately review the CFLHD Daily Drill Contractor’s Report for consistency with the Government’s daily records. The Field Inspector will note all difference and discuss with the Driller.

If both parties agree, changes shall be made to the CFLHD Daily Drill Contractor’s Report. All unresolved differences shall be recorded by the Field Inspector, signed by the Field Inspector and the Driller, and the Field Inspector will notify the COR by phone within 24 hours of close of the subject workday.

The Contractor shall mail the Driller’s Daily Diary, the Daily log and the signed copy of the CFLHD Daily Drill Contractor’s Report to the COR within 48 hours of the subject workday. These 3 daily records and the samples are considered contract deliverables and shall be received within the specified period as a requirement for payment authorization.

C2.2.7 MARKING HOLES

Upon completion of the drilling or coring, all drill holes, except those where observation wells are installed, or if the hole is in the traveled-way of the pavement, shall be clearly marked. The Contractor shall furnish and install a white 2x4 inch post. This post shall be at least 4 feet in length and extend 2 feet above ground level. The contractor shall permanently label the posts with a metal type tag (or durable equivalent) attached to the post.

Each label shall have the following information:

° Drill hole number;

° Final hole depth;

° Date drilling completed.

C2.2.8-ABANDONMENT OF HOLES AND LOST EQUIPMENT

Should the drilling casing, augers, or apparatus be removed from a bore hole, or should the hole be abandoned, without the permission of the CR, or should a hole be started and for any reason not carried to the depth required by the COR, or should the Contractor fail to keep complete records of materials encountered or furnish the COR the required samples and cores, the Contractor shall make an additional boring at a location selected by the COR, and no payment shall be made for either the abandoned hole or any cores obtained therein. However, the contractor shall make a record of abandoned bore holes and note thereon the reasons for the abandonment. All completed test holes shall be abandoned in accordance with established state procedures.

Equipment lost in the drill hole or at any drill site will be the responsibility of the Contractor.

C2.2.9-ROCK CORE PRESERVATION

The rock cores shall be placed in waxed cardboard or corrugated plastic core boxes provided by the Contractor. The cores from each boring shall be kept separate and the cores shall be properly placed in the order in which they were removed from the core barrel. Adjacent runs shall be separated by means of wood blocks (or equivalent).

On each separation block the Contractor shall clearly, accurately and permanently mark:

° the depth of the bottom of the run;

° the run number.

The Contractor shall label the boxes…