B08-FFP CONST SAP_RFQ EqualOrLessThanSAT_Ft. Rock Well Drilling-FINAL.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

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

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

0040504435

BLM OR-ST OFC PROC MGMT BR(OR952)

1220 SW 3rd Avenue, 12th Floor

PORTLAND OR 97204

LHA

Timothy Wanamaker (503)3183024

112/08/2020

140L4321Q0005

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

11. The Contractor shall begin performance

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

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

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

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

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

0 0 calendar days and complete it within ________________ ________________ calendar days after receiving

01/08/2021

NSN 7540-01-155-3212

x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

FORT ROCK WELL DRILLING AND WATER WELL INSTALLATION, LAKE COUNTY, OREGON (T25S R16E Sec. 6 NE/SE)

SMALL BUSINESS CONCERNS QUALIFYING UNDER NAICS 237110.Interested parties must be a Small Business Concern under NAICS Code 237110 - Sewer Line and Related Structures Construction. The Small Business Size Standard is $39.5M.

The Government shall verify all submissions meet the small business requirement per the System for Award Management (beta.SAM.gov) in addition to the Small Business Administration Dynamic Small Business Search website. All interested parties should verify the NAICS code prior to submission. If a small business is using a subcontractor, please be aware of FAR Clause 52.219-14 -Limitations on Subcontracting where the Prime Contractor must perform at least 15% of the cost of the contract, not including the cost of materials.

Quotes will be accepted from all responsive and responsible SMALL BUSINESS CONCERNS only.

THE BUREAU OF LAND MANAGEMENT, OR-ST OFC PROC MGMT, INTENDS TO AWARD A FIRM FIXED PRICE CONSTRUCTION CONTRACT FROM THIS SOLICITATION.

The magnitude for this construction project is between $25,000 and $100,000.

Contractors shall provide the following information:

Name of the primary point of contact:

Phone number of the primary point of contact:

Email address of the primary point of contact:

Tax Payer Identification Number (TIN):

Data Universal Number System (DUNS Number):

NOTICE: Thoroughly read and understand Sections L & M for instructions on Submission of quotes, and; please see Section J for the list of attachments.

Legacy Doc #: BLM Period of Performance: 02/01/2020 to 07/31/2021 Delivery: 07/31/2021 Delivery Location Code: 0004276558

BLM-OR LAKEVIEW DISTRICT OFFICE*

1301 SOUTH G STREET

LAKEVIEW OR 97630 US

7 9

X

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

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

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

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

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

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

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

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

Timothy Wanamaker

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

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

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 68

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140L4321Q0005

00010

Header Text: Well drilling for Ft. Rock Guard Station.

POC: Jay Lysne, jlysne@blm.gov (541) 947-6131 Delivery: 04/16/2021

Delivery Location Code: 0004276558

BLM-OR LAKEVIEW DISTRICT OFFICE*

1301 SOUTH G STREET

LAKEVIEW OR 97630 US

Period of Performance: 02/01/2021 to 07/31/2021

Well Drilling

Product/Service Code: F015

Product/Service Description: NATURAL

RESOURCES/CONSERVATION- WELL DRILLING/EXPLORATORY

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

FORT ROCK WELL DRILLING, LAKE COUNTY, OREGON SOLICITATION NO. 140L4321Q0005

BLM [OREGON STATE OFFICE]

Section Title

Part I—The Schedule

A Solicitation/contract form

B Bid schedule

C Specifications/Drawings

D Packaging and marking

E Inspection and acceptance

F Deliveries or performance

G Contract administration data

H Special contract requirements

Part II—Contract Clauses

I Contract clauses

Part III—List of Documents, Exhibits, and Other Attachments

J List of attachments

Part IV—Representations and Instructions

K Representations, certifications, and other statements of offerors

L Instructions, conditions, and notices to offerors

M Evaluation factors for award

SECTION B – BID SCHEDULE

This requirement is for one (1) Firm Fixed Price Construction contract for drilling and installing casing for one (1) new water well and testing it; installation of the pump will not be necessary. Work under this Contract is to be performed in Lake County, Oregon. The work location is shown on the drawings at T25S R16E Sec. 6 NE/SE.

ITEM DESCRIPTION

(PAY ITEM)

ESTIMATED

QUANTITY*

UNIT OF

MEASURE UNIT PRICE

TOTAL

0001 01 71 13-1 Mobilization

LS $

0002 33 21 00-1 Drill Well 300 LF $ 0003 33 21 00-2 Well

Grout/Bentonite Seal/Permit to State

LS $

0004 33 21 00-3 Supply & Install ‘6-Inch Steel Casing

280’ LF $

0005 33 21 00-4 Supply & Install 6-Inch Slotted Steel Casing

20’ LF $

0006 33 22 00-1 Well Development

LS $

0007 33 22 00-2 Furnish/Install/Remove Test Pump

LS $

0008 33 22 00-3 Pump Test LS $ 0009 33 22 00-4 Standby Time LS $

GRAND TOTAL:

ADDITIVE AND/OR DEDUCTIVE ITEMS:

ITEM DESCRIPTION

(PAY ITEM)

ESTIMATED

QUANTITY*

UNIT OF

MEASURE UNIT PRICE

TOTAL

1-Additive

Additional Drill Well, 20% Variation

360* LF $

2-Additive

Additional Drill Well, 30% Variation

390* LF $

*Estimated Quantity LS = Lump Sum LF = Linear Feet

PERFORMANCE PERIOD: See clause 52.211-10 in Contract Clauses Section

THIS SOLICITATION IS 100% SET-ASIDE FOR SMALL BUSINESS CONCERNS.

(End of Section B)

SECTION C – SPECIFICATIONS/DRAWINGS

PART 1: GENERAL

1.01 SUMMARY:

A. Description of Work: Furnishing all labor, equipment, supplies, and materials, except for specified

Government-furnished property, to drill and install casing for one (1) new water well and test it as specified herein. Installation of the pump will not be necessary.

B. Location: Work under this Contract is to be performed in Lake County, Oregon. The work location is shown on the drawings at T25S R16E Sec. 6 NE/SE

Driving directions to Fort Rock Fire Guard Station:

From La Pine, Oregon head south on US-97S for approximately 2 miles. Turn left on OR-31S and follow for 29 miles. Turn left onto county Rd 5-10 towards Fort Rock and follow for 12 miles. Continue straight onto County Hwy 5-12 for 4 miles. Turn left onto Derricks Cave Rd and continue for 5 miles. Turn right onto Kittredge Road and destination will be ahead .2 miles on the right.

From Lakeview, Oregon head north on US-395 for approximately 23 miles. Continue straight onto OR-31N for 92 miles. Turn right onto County Rd 5-10 towards Fort Rock and follow for 12 miles. Continue straight onto County Hwy 5-12 for 4 miles. Turn left onto Derricks Cave Rd and continue for 5 miles. Turn right onto Kittredge Road and destination will be ahead .2 miles on the right

LAT. 43.432722 LONG -120.838222 (43°25'57.8"N 120°50'17.6"W)

C. Work Data Sheet: Designates the type and quantity of work required at each project location, and dimensions required for typical drawings.

1.02 REFERENCES:

A. Referenced Specifications/Standards with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications/standards referred to herein may be procured by the Contractor, from the following:

API American Petroleum Institute 1220 L Street, N.W.

Washington, DC 20005

ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103

AWS American Welding Society, Inc.

P.O. Box 351040 Miami, FL 33135

*Federal Specifications and catalogs may be obtained at Business Service Centers of Regional Offices of the General Services Administration. (Washington, DC; Boston, MA; New York, NY; Philadelphia, PA; Atlanta, GA; Chicago, IL; Kansas City, MO; Fort Worth, TX; Denver, CO; San Francisco, CA; and Auburn, WA.)

B. Referenced Codes with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented.

Copies of the referenced codes referred to herein may be procured by the Contractor from the following:

UL Underwriters' Laboratories, Inc.

333 Pfingston Road Northbrook, IL 60062

UPC Uniform Plumbing Code

International Association of Plumbing and Mechanical Officials 5032 Alhambra Avenue Los Angeles, CA 90032-3490

1.03 DEFINITIONS:

A. Approvals: Approval of the submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's attention in writing. After approval of an item, the Contractor may submit a substitute for approval when the approved item cannot be purchased or delivered in time to avoid delay in completion of the project.

1.04 SUBMITTALS:

A. Scope: Submittals include design computations, shop drawings, manufacturers' literature, as-built drawings, samples, and maintenance manuals.

B. Requirements: Refer to specifications for submittals required. For Well Logs and As-builts, an electronic copy and a hardcopy will be required to be submitted in both CAD and PDF format. All other submittals can be electronic only in pdf format. Allow at least three (3) working days for review. Submittals shall be delivered to Lakeview District Office 1301 South G Street., Lakeview, OR 97630. Electronic submittals may be emailed to:

Jlysne@blm.gov

C. Identification of Submittals: Completely identify each submittal by showing at least the following information:

1. Name and address of submitter, plus name and telephone number of the individual to contact for further information.

2. Name of project as it appears in these specifications.

3. Contract number, drawing number, and specification section number to which the submittal applies.

4. Whether this is an original submittal or resubmittal.

5. Each item shall clearly note the manufacturer's name and address, trade name, product, lot, style, color, catalog designation or model number, and locations of use.

1.05 CERTIFICATES OF CONFORMANCE:

A. Requirements: The Contracting Officer may permit use, prior to sampling and testing, of materials when accompanied by Certificates of Conformance. Materials used based on a Certificate of Conformance may be sampled and tested. Installation of materials based on Certificates of Conformance shall not relieve the mailto:Jlysne@blm.gov

Contractor of responsibility for incorporating materials which conform to the requirements of the drawings and specifications. Material not conforming to those requirements will be subject to rejection, whether in place or not.

B. Format: The form of the Certificate of Conformance provided by the supplier shall be as follows:

1. The certificate shall state that the named product conforms to the Contract requirements.

2. The certificate shall either be accompanied with a certified copy of the test results or certify that such test results are on a file with the manufacturer and will be furnished to the Contracting Officer upon request.

3. The certificate shall provide the name and address of the manufacturer, the testing agency and the date of tests.

4. The certificate shall set forth the means of identification which will permit field determination of the product delivered as being the product covered by the certification.

1.06 QUALITY ASSURANCE:

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as when they were given in full text.

B. Conflict: Where a conflict occurs between reference documents and project specifications, the project specifications shall govern.

1.07 DELIVERY, STORAGE, AND HANDLING:

A. Delivery: The Contractor shall protect products, incorporated into the work, from damage while in transit to the site. Products must be delivered in original unopened containers with manufacturer's name and brand designation and contents legible indicated.

B. Storage: The Contractor shall provide temporary storage facilities for products complying with manufacturer's recommendations which will protect them from damage until installation on the project and final acceptance.

The storage area shall permit access for inspection and handling.

C. Handling: The Contractor shall load and unload products in such a manner that protects them from damage until installation on the project.

1.08 PROJECT/SITE CONDITIONS:

A. Access to the Work:

1. Construction of access roads to the work site will not be permitted. Access to the work shall be by existing roads as much as possible or on trails designated by the COR.

2. Public or private roads damaged by the Contractor shall be restored, at the Contractor's expense, to the same condition they were in at the commencement of work.

B. Environmental Considerations:

1. Contractor shall comply with state agencies having jurisdiction/authority over water well drilling.

Contractor shall meet applicable state laws and obtain all necessary permits/approvals prior to commencing work.

2. Contractor shall exercise care to prevent unnecessary surface disturbance of the work area.

3. Contractor shall not travel cross-country when the ground is wet enough to cause rutting.

4. The Government will designate a waste disposal site for drill cuttings and wastewater within 100 feet of the well, exact location of this site will be discussed at the Pre-Work Meeting.

5. Pump test water: Reference Section 33 22 00.

1.09 SEQUENCING AND SCHEDULING:

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, the Contractor shall submit an updated schedule within three (3) calendar days.

PART 2: EXECUTION

2.01 PROJECT MEETINGS:

A. Pre-Work Conference:

1. Notification: A pre-work conference will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date, and place. The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract.

2. Attendance: The Contractor, subcontractors, and the persons responsible for coordination of the work shall be present at the meeting.

3. Presentation: The Contractor shall be prepared to summarize and explain procedures planned for the project and present the submittals requested in the specifications.

B. Progress Meetings:

1. Location: Meetings shall be held at the project site, or as determined by the Contracting Officer.

2. Notification: Meetings may be called by either the Contracting Officer or the Contractor. Request shall state who should attend.

C. Final Inspection:

1. Location: Meeting shall be held at the project site, or as determined by the Contracting Officer.

2. Notification: The Contractor shall notify the Contracting Officer in writing at least two working days before the completion date so the Government can schedule final inspection.

3. Attendance: The Contractor shall require the superintendent to be present during this inspection.

2.02 AS-BUILT DRAWINGS:

A. Contractor shall provide the Government with as built drawings after completion of the well.

2.03 WORK LAYOUT:

A. Requirements: Existing Well. Baseline monuments or benchmarks disturbed or removed during construction shall be reset by the Contractor at the Contractor's expense.

PART 3: MEASUREMENT AND PAYMENT

3.01 METHOD OF MEASUREMENT:

A. Units: The work described in this section will not be measured for payment.

3.02 BASIS OF PAYMENT:

A. Payment: No direct payment for the work described under this section will be made. The Contractor shall include consideration for this item in the bid price for other items of the Contract.

END OF SECTION

SUMMARY:

Section Includes: Preparatory work and operations, including those necessary to the movement of personnel, equipment, supplies and incidentals to the project site. Also includes other work and operations which must be performed and/or costs incurred prior to beginning work on the components listed in the schedule of items.

PART 2: MEASUREMENT AND PAYMENT

2.01 METHOD OF MEASUREMENT:

Progress payments for Mobilization will be made as follows:

When 5% of the original contract amount is earned from other bid items, 50% of the amount bid for mobilization or 5% of the original contract amount, whichever is the lesser will be paid.

When 10% of the original contract amount is earned from other bid items, 100% of the bid for mobilization or 10% of the original contract amount, whichever is the lesser will be paid.

2.02 BASIS OF PAYMENT:

A. Payment: Prices and payment will be full compensation for the work described in this section. Payment will be made under:

Pay Item Pay Unit

01 71 13 - 1 Mobilization Lump Sum

1.01 SUMMARY:

A. Section Includes: Record keeping, construction of the well platform, capping of well, disinfection of well, and/or abandonment of the well.

B. RELATED SECTIONS:

General Requirements - Summary Section 01 10 00

1.02 SUBMITTALS

A. General: Submittals shall be according to Section 01 00 00 - Summary.

B. Certificates of Conformance: Submit one copy of written certification from the supplier of the Contractor-furnished equipment to be used on this project that it conforms to the requirements of this specification section

C. Records: Submit one copy of the well log and samples described in this section to the Contracting Officer upon completion of the well.

PART 2: EXECUTION

2.01 WELL LOG:

A. Well Log: Keep a complete well log as required by State law, and check formations and enter the results in the log for intervals not to exceed 10 feet. The log of the well shall show material penetrated and full descriptive notes made of each stratum found by the drill and difficulties or unusual conditions met in drilling. Water-bearing strata shall be described in detail as to being loose or compact material, color, and if gravel, whether it is water-worn or angular. The presence of clay shall be noted. The log must be kept up to date with the progress of the well drilling and shall be available for inspection by the Contracting Officer during the drilling operations. Furnish one copy of the complete log to the Contracting Officer after completion of drilling.

B. Information for State Filing: Furnish the Contracting Officer with drilling information required by State law for filing on water wells and prepare and submit reports required of the driller by State law.

2.02 GEOPHYSICAL/MECHANICAL LOG:

Not used.

2.03 DISINFECTION:

A. General: After the well has been completed (including developing and testing), clean it thoroughly of foreign substances. The well shall be disinfected with a chlorinated compound. The disinfection agent shall be left in the well for a period of at least 12 hours. After a 12-hour, or longer, contact period, the well is to be pumped to clear it of the disinfection agent.

B. Chlorine Solution: Prepare and apply chlorine solutions according to the following table:

Chlorine Compound Required to Dose 100 Feet of Water-Filled Well at 100 ppm

Casing Diameter (inches)

Volume Per 100 Feet (gallons)

5.25% Purex or Clorox

(liquid measure)

6 146.9 1 quart

C. Disinfection of Test Pump: When the test pump or other equipment is installed after the well has been disinfected, wash the parts of the test pump or equipment that are in contact with the water with a chlorinated compound.

D. Interim Disinfection: When a delay of three or more days will occur between the completion of the well and the regularly scheduled well disinfection, provide an interim disinfection. Apply 10 percent of the amount of an approved disinfectant in liquid form that would be required for final disinfection to the well. Use a hose or tremie pipe of sufficient length to extend to the bottom of the well and raise and lower the pipe during application to assure uniform distribution of the disinfectant solution throughout the well.

E. Disinfection of Water Table Wells:

1. Dry Chlorine Compounds: Use dry chlorine compounds to disinfect water table wells. Move a doubly capped, perforated, pipe container filled with granular chlorine compound up and down the entire well bore until the material has dissolved. Add a stock solution producing a minimum of 100 ppm of available chlorine in the well at intervals from top to bottom and agitate it to distribute the solution evenly throughout the well.

2. Stock Solution: The chlorine solution used for disinfecting the well shall be of such volume and strength and applied so a concentration of at least 100 ppm of chlorine is obtained throughout the well.

F. Disinfection of Flowing Artesian Wells: Use dry chlorine compounds to disinfect flowing artesian wells. Place a double-capped, perforated pipe container filled with a granular chlorine compound at a point on or below the top of the producing aquifer. Repeat as necessary until a minimum concentration of 100 ppm available chlorine is maintained for at least 1 hour.

2.04 WATER QUALITY TESTING:

A. Testing: The Government will perform the required testing, recording, and distributing of the results.

B. After pump is installed and electrically connected, Contractor to allow Government to draw water for water analysis and sampling. Allow Government up to 3 days to obtain test results for a bacteriological. If failed test, Contractor to re-disinfect and purge system for re-testing. Allow Government up to 10 days for chemical water analysis results.

2.05 ABANDONMENT OF THE WELL:

A. Abandonment Due to Contractor's Actions: When the drilled well must be abandoned because lost tools, damaged well, misalignment, or other causes attributed to carelessness or poor workmanship, pull casing (if installed) that can be removed. Fill the hole with grout, puddled clay or other impervious earth material according to State regulations and requirements. The Contractor shall then drill a new well within 10 feet of the original well.

B. Abandonment Due to Other Causes: When the well must be abandoned because of inadequate quantity or quality of the water, or for another reason not the fault of the Contractor, pull the casing (if installed) that can be removed. Fill the hole with grout, puddled clay or other impervious earth material according to State regulations and requirements. The order to abandon the well must be in writing from the Contracting Officer.

C. Casing: Casing that can be removed shall be removed. The Government will retain ownership of the casing. If the casing cannot be removed, it shall be closed with a steel cap tack welded to the casing. The name of the well, total depth drilled, static water level, if any, and the date shall be plainly and permanently marked by welding beads on the protruding part of the casing. The annulus around the casing shall be filled with grout, puddled clay or other impervious material according to State regulations and requirements.

2.06 SANITARY PROTECTION OF WELL:

A. General: Protect the well during the construction period to prevent tampering or seepage of contaminated water, petroleum products, or other contaminants into the well from the ground surface.

B. Seal: When the well is completed, install a cap compression seal designed to prevent pollutants from entering the well. The pitless wellhead shall extend above the well platform as shown on the drawings. Seal or screen equipment that permits direct access to the well to prevent entrance of foreign matter or contaminants.

C. Grading: Slope the ground immediately surrounding the top of the well casing or pitless wellheads away from the well in all directions, as shown on the drawings.

D. Correcting Contamination: If the well becomes contaminated, or water with undesirable physical or chemical characteristics enters the well due to the neglect of the Contractor, corrective work including the supplying of casing, seals, sterilizing agents, or other materials as may be necessary to prevent contamination of the aquifers shall be performed at the Contractor's expense.

2.07 WORK DATA

Fort Rock Utility Well:

Estimated completed well depth: 300 feet Hole size: To accommodate 6-inch well casing

Drilling method: Rotary Pump Test: Minimum 6 hours Developing: Minimum 2 hours Desired minimum yield: 30 gallons per minute Slotted casing: Minimum 40 consecutive linear feet of 6-inch-diameter slotted casing installed in water bearing strata Well Screen: Stainless Steel Cap: Watertight Pitless

PART 3: MEASUREMENT AND PAYMENT

3.01 METHOD OF MEASUREMENT:

A. Units: The work described in this section will not be measured for payment. No payment will be made for drilling, installing casing, removing casing, or the plugging of a well abandoned due to Contractor's actions.

Payment will be made for furnishing and installing casing for the quantity abandoned due to other causes.

Payment for pulling casing and filling the hole when the well is abandoned due to other causes will be negotiated and the Contract will be modified in writing.

3.02 BASIS OF PAYMENT:

A. Payment: No direct payment for the work described under this section will be made. The Contractor shall include consideration for this item in the bid price for other scheduled items of the Contract.

1.01 SUMMARY:

A. Section Includes: Drilling water wells and installing casing.

B. Related Sections

1.02 REFERENCES:

A. American Petroleum Institute:

API 5L Specification for Line Pipe

B. American Society for Testing and Materials

ASTM A 53 Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless

ASTM C 150 Portland Cement ASTM F 480 Thermoplastic Water Well Casing Pipe and

Couplings Made in Standard Dimension Ratios (SDR)

1.03 SUBMITTALS:

A. General: Submittals shall be according to Section 01 00 00 - Summary.

B. Certificates of Conformance: Not used.

C. Records: Submit one copy of the well logs and samples described in this section to the Contracting Officer upon completion of the well.

1.04 DELIVERY, STORAGE, AND HANDLING:

A. Storage: Carefully store materials off the ground to provide proper protection against oxidation caused by ground contact. Replace defective or damaged materials at the Contractor's expense.

1.05 PROJECT/SITE CONDITIONS:

A. Standby Time: When the Contractor is required to stand idle and unable to progress with drilling or casing of the well due to unforeseen circumstances, standby time will be paid for each hour starting 24 hours after the

COR has been notified. Standby Time shall include drill rig costs. Standby time will not be paid for instances involving equipment failure, lost tools, or negligence of the Contractor.

PART 2: PRODUCTS

2.01 MATERIALS:

A. Casing: Materials specified shall be new and free from defects. No used or old material will be accepted.

However, when necessary or desirable to use temporary casing, the temporary casing may be used casing, subject to the approval of the Contracting Officer.

B. Steel Casing: Steel casing shall be either seamless or electric-welded black steel pipe, with either welded or threaded and coupled joints conforming to ASTM A 53 Grade B., or line pipe conforming to API 5L, either Grade A or B.

STEEL WATER WELL CASING

Nominal

Size (inches)

External Diameter

Minimum

Wall Thickness

Minimum Weight per Foot (lb.)

6 6.625 0.250 17.02

C. Steel Casing Joints: Shall be watertight and may be either welded or threaded and coupled.

D. Bentonite: Granular bentonite shall be either American Colloid KWK, CS/55 or approved equal. Pellet bentonite shall be American Colloid Vol-Clay or approved equal.

E. Bio-Degradable Drilling Fluid: A guar-based, organic polymer drilling fluid shall be used in water bearing zones. The material shall be certified by the manufacturer to dissolve and breakdown when dosed with chlorine.

F. Drilling Foam: A drilling foam certified by the manufacturer for use with air-rotary drilling rigs shall be used when specified.

G. Stainless Steel Well Screen: Type 304 stainless steel, if needed.

H. Formation Packers: Backfill material containing gravel no larger than 3/4-inch shall be used for formation packers.

I. Gravel Packing: Where required.

J. Casing Centralizers: Shall be steel sized to fit the casing and the hole.

K. Cement Baskets: Shall be sized to fit the casing and the hole.

L. Shale Traps: Shall be sized to fit the casing and the hole.

M. Watertight pitless type: Shall be sized to fit the casing and the hole.

2.02 EQUIPMENT:

A. Drilling Equipment: Shall be that required to drill wells according to the drilling method as indicated in

Section 33 20 00, Paragraph 3.07, Work Data.

2.03 MIXES:

A. Grout: Shall be Type II Portland cement, water, and sand. Portland cement shall meet the requirements of

ASTM C 150. Mixed grout shall be one-part Portland cement and three parts sand mixed with no more than 6 gallons of water per 94-pound sack of cement to form a workable mix.

PART 3: EXECUTION

3.01 PREPARATION:

A. Site Preparation: Surface disturbance at well sites will be minimized. However, construction sites may be leveled as necessary for drilling operations. Contractor shall consult with COR prior to site clearing. Resulting cut or fill slopes shall not be steeper than 6:1, unless staked otherwise.

3.02 INSTALLATION:

A. Well Log: Shall be taken according to Section 33 20 00 - Wells.

B. Drilling Location: Drill the well at the location staked or otherwise designated by the Contracting Officer.

C. Drilling Fluid Additives: Shall not be used unless they have been approved in writing by the Contracting

Officer.

D. Hole Size: Shall be of sufficient diameter to accommodate the specified casing and grout seal as shown on drawing sheet 4 but shall not be less than 8 inches.

E. Drilling Depth: As shown in Section 33 20 00, Paragraph 3.07, Work Data.

F. Aquifers: Take care not to seal off or bypass aquifers in the drilling process unless approved by the

Contracting Officer.

G. Depth of Casing: The hole shall be cased the full depth (reference Sheet 4) unless casing of a portion of the well is deemed unnecessary by the Contracting Officer.

H. Casing Installation: If the Contracting Officer determines that casing is not required to full depth in consolidated formations, the casing shall extend at least 5 feet into the formation to assure a proper seat and bottom seal, a proper seal shall be made. If casing is driven, it shall be fitted with a drive shoe and shall be driven to refusal. If the casing is placed in an oversize hole rather than driven, Bentonite cement grout shall be placed in the bottom of the hole as described in Section 3.02.K. The joined casing string shall be installed in a predrilled hole, and it shall be lowered into place with the drilling machine utilizing clamps, elevators, or other mechanical devices. Cement baskets and shale traps shall be installed, as necessary.

I. Water-Bearing Strata: When it is necessary to extend casing through a developable water-bearing zone, the portion of the casing opposite the water bearing zone shall be perforated as approved by the Contracting Officer.

J. Casing at the Wellhead: Extend the casing not less than 2 feet above the final ground level. There shall be no openings in the casing wall below its top except for the approved pitless wellheads, measurement access ports, and grout nipples installed in conformance with these standards.

K. Grouting/Sealing: Upon satisfactory completion of the well, the upper 20 feet, minimum, of the casing shall be sealed. Place the Bentonite cement grout or granular bentonite to prevent surface water and other impurities from entering the well by infiltration along the surface and the casing. The upper limit of the seal shall be 4 feet below the ground surface. Force the grout from the bottom of the grout space toward the ground surface in a continuous operation, using a tremie pipe. Allow grout to set for 3 days before doing work that may disturb it or cause it to crack. Protect the grout from damage and ensure that proper curing occurs during the 3-day setting period.

L. Stainless Steel Well Screen: The well screens shall be of the size appropriate for the size/type to fit the constructed well. The screens shall be slotted, type 304 stainless steel. At least 95% of the screen slot openings shall be completely clean and free of burrs, frayed edges, cuttings, slag and other such materials.

M. Polyvinyl Chloride (PVC) Well Screen: Not Used.

N. Gravel Packing: As required and according to state regulations.

O. Formation Packing: Install formation packing material by means of a tremie pipe.

P. Shale Traps: Install shale traps of the appropriate size, if needed.

Q. Watertight pitless cap: Install per manufacturer’s instructions.

3.03 FIELD QUALITY CONTROL:

A. Alignment:

1. The well shall be drilled vertically.

2. After casing has been installed, test the alignment by using a 30-foot piece of pipe with an outside diameter of not less than 1-inch smaller than the inside diameter of the casing. The testing pipe shall pass through parts of the permanent casing without catching or binding.

3. If the well does not pass the alignment test, correct the alignment or abandon the well and drill a new well within 10 feet of the same location, at no additional cost to the Government.

B. Well Development: Shall be according to Section 033 22 00 - Well Testing.

C. Disinfection: Shall be according to Section 33 20 00 - Wells.

D. Water Quality Testing: Shall be according to Section 33 20 00 - Wells.

E. Well Testing: The Contractor shall make a yield test, according to Section 33 22 00 - Well Testing, on each water-bearing zone penetrated. Suspend drilling and immediately notify the Contracting Officer when the water yield is at least equal to the desired minimum yield shown on the Work Data Sheet. The Contracting Officer may then either stop drilling operations or order continuance of the drilling.

3.04 PROTECTION:

A. Drilling Waste: Drilling waste such as drilling fluid and drill cuttings shall be removed so that wastes will not interfere with installation of the well platform and pumping equipment and will not pollute surface waters or cause contamination of the well.

B. Abandonment of the Well: Shall be according to Section 33 20 00 - Wells.

C. Sanitary Protection: Shall be in accordance with Section 33 20 00 - Wells.

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT:

A. Units: Well drilling and casing will be measured and paid for per linear foot.

4.02 BASIS OF PAYMENT:

A. Payment: Prices and payment will be full compensation for the work described in this section. Payment will be made under:

33 21 00 - 1 Drill Well Linear Foot

33 21 00 - 2 Well Grout and Bentonite Sealant Linear Foot

33 21 00 - 3 Supply and Install 6 Inch Steel Casing Linear Foot

33 21 00 - 4 Supply and Install 6 Inch Slotted Steel Casing Linear Foot

1.01 SUMMARY:

A. Section Includes: Furnishing, installing, and removing developing and testing equipment; and developing and testing water wells.

B. Related Sections:

1.02 PROJECT/SITE CONDITIONS:

A. Pumping Water: Pumping water used during the water well test shall be diverted away from roads and other improvements. Resultant damage to improvements shall be repaired at the Contractor's expense.

B. Developing and Testing: Begin developing and testing at each site immediately upon completion of the well at the test site.

C. Standby Time: During the testing of the wells, the Government may elect to perform tests in the wells. If drilling equipment is required to stand idle during a regular work shift for the purpose of Government testing, standby time will be paid.

2.01 EQUIPMENT:

A. Well Development (Rotary Drilling Equipment): Four-nozzle jetting tool with nozzles spaced at 90 degrees. Minimum nozzle size shall be 3/16-inch diameter. The jetting tool and appurtenances shall deliver water at a minimum velocity of 150 fps and pressure of 150 psi. Maximum pressure shall be limited to 300 psi. Other equipment may be used if approved in advance by the Contracting Officer.

B. Well Testing (Pumping Method): Furnish and install a test pump of sufficient capacity to test the well at the rate of flow stated in the Work Data Sheet, with discharge conduit of sufficient size and length to convey the water to a point of discharge indicated by the Contracting Officer. Devices for measuring the flow of water, such as a calibrated weir box, an orifice, or a water meter shall be provided by the Contractor.

Provide an air line with gauge, hand pump, and check valve for measuring the water level in the well.

3.01 WELL DEVELOPMENT

A. General: Each water-bearing aquifer to be used for well production shall be developed by a method approved by the Contracting Officer. Development shall be performed in the presence of the Contracting Officer and/or Representative.

B. Hydraulic Jetting: Development shall be accomplished by simultaneous high-velocity, horizontal-jetting and pumping. The outside diameter of the jetting tool shall be 1-inch less in diameter than the screen's inside diameter. The minimum exit velocity of the jetting fluid at the jet nozzle shall be 150 feet per second. The tool shall be rotated at a speed of less than 1 rpm. It shall be positioned at one level for not less than 2 minutes and then shall be moved to the next level which shall be no more than 6 inches vertically from the preceding jetting level. The jetting shall proceed from the bottom to the top of the screen.

Pumping from the well shall be at a rate of 5 percent to 15 percent more than the rate at which water is introduced through the jetting tool. Water to be used for jetting must contain less than 1 ppm suspended solids. Upon completion of development, bailing shall be performed at the bottom of the well to remove accumulated sand and other fines.

3.02 TESTING THE WELL BY THE PUMPING METHOD:

A. General: After the well has been completely constructed, developed, and cleaned, the Contractor shall make a final determination of hydraulic characteristics by conducting a pumping test at the total depth of the well. The Contractor shall perform the test in the presence of the Contracting Officer. The Contractor shall provide three working days’ notice to the Contracting Officer prior to performing the test. After the test is completed, the pump and related equipment shall be removed by the Contractor. The well shall be capped in accordance with Section 33 20 00 - Wells.

B. Pumping Test Procedures:

1. Measure and record the depth from the ground surface to the static water level.

2. Unless otherwise directed, securely fasten the air line or other depth determining device to the pumping unit. The air line shall terminate approximately at the maximum desired pumping level.

In no case may the air line be within 2 feet of the intake.

3. Operate the pump at a rate that will equal the required amount of water requested for a period of 4 hours. Continue pumping at this constant rate until the water is clear and the water level in the well becomes constant. In the event the water level is lowered to the bottom of the hole, pumping shall be discontinued. A flow control valve will be installed, and pumping will continue until the rate of inflow has been accurately determined.

4. Measure and record the drawdown (difference in the water level before pumping and after pumping) and the rate of pumping. The first 10 minutes of the test; take a reading every 2 minutes, then a reading every 3-4 minutes for the first half hour, then every 15 minutes up to 3 hours, then once every hour over 3 hours.

5. When the yield is greater than the minimum specified, the Contractor shall determine the yield of the well not to exceed 150 percent of the minimum yield specified.

6. When the yield is less than the minimum specified, it may be necessary to attempt to increase the yield by surging, or other means of development.

7. When the test is unsuccessful, the Government will have 24 hours to evaluate the geologic and hydrologic well data and to decide upon an alternate course of action. The Contract time will be extended a corresponding amount. When the Contracting Officer determines that the flow is inadequate, it may be necessary to abandon the well or proceed with further drilling in the existing well.

3.03 TESTING THE WELL BY THE BAILING METHOD:

A. Bail tests will not be allowed.

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT:

A. Units: Well development, furnishing, installing, and removing test pump as well as pump testing will be paid as a lump sum.

4.02 BASIS OF PAYMENT:

A. Payment: Prices and payment will be full compensation for the work described in this section. Payment will be made under:

33 22 00 - 1 Well Development Lump Sum

33 22 00 - 2 Furnish, Install, & Remove Test Pump Lump Sum

33 22 00 - 3 Pump Test Lump Sum

33 22 00 - 4 Stand-By Time Lump Sum

DIVISION 1

GENERAL REQUIREMENTS – SUMMARY .......................................................................... SECTION 01 10 00

GENERAL REQUIREMENTS – MOBILIZATION .................................................................. SECTION 01 71 13

DIVISION 2

UTILITIES – WELLS ................................................................................................................. SECTION 33 20 00

UTILITIES – WATER SUPPLY WELLS .................................................................................. SECTION 33 21 00

UTILITIES – WELL TESTING ................................................................................................. SECTION 33 22 00

A. DRAWINGS

1. Title Sheet

2. Existing Site Plan

3. Proposed Site Plan

4. Well Construction & Pump Installation

B. MAPS

1. Vicinity Map

2. Project Area Map

A. Spark Arresters: Shall meet the requirements of the State of Oregon’s regulations.

3.01 HAZARDOUS MATERIAL CONTAINMENT/CLEANUP

A. During contractor operations on lands managed by the BLM, in event of a release as defined in Oregon Administrative Rules (OAR), Chapter 340, Division 142, Oil and Hazardous Materials Emergency Response Requirements, the Contractor shall immediately implement the SPCC plan as referenced herein and notify the on-site Government Contract Representative (COR or PI). The Government Representative will initiate the District’s Hazardous Materials Contingency Plan and/or Spill Containment Plan reporting requirements. The Government Representative will remain on scene until relieved by the District Hazardous Materials Management Coordinator (HMMC) or his/her representative.

B. Spill Prevention, Control, and Countermeasure Plan (SPCC): The Contractor shall develop an SPCC Plan as defined under 40 CFR Part 112. The SPCC Plan will be reviewed and accepted by the Contracting Officer prior to initiating project work. The SPCC Plan shall, as a minimum, contain the following information:

1. Response Priorities

2. Contractor Representative in Charge

3. Duties of Contractor Personnel

4. Contractor Emergency Response Procedures

5. Contents of Spill Containment Kit (SCK)

6. Spill Response Diagram

Upon request, an example of a SPCC may be obtained from the _________ District Environmental Protection Specialist for Hazardous Materials.

C. Spill Containment Kit (SCK): The Contractor shall have a SCK, as described in the SPCC, on-site during any operation and provide training to employees on how components of the SCK are used. The SCK must be designed for use with petroleum products, and must contain, as a minimum, the following items:

1. Two Bales (4 Booms/Bale, of 8" dia. X 10’ length Oil-only Absorbent Booms)

2. Two Bales (100 Pads/Bale, of Oil-only Absorbent Pads, minimum of 17"x19"x1/4")

3. One Oil-only Absorbent Sweep (minimum of 18" dia. X 100' length)

4. One Floating On-Water Containment Boom (minimum 18” width x 100’ length) (only required for in-stream or riparian work within 50 feet or less of a waterway.)

5. Gloves (PVC and Latex), Goggles, and Garbage Bags sufficient to contain soiled absorbents.

D. The Contractor shall implement the Emergency Response Actions described in the SPCC plan. Those actions include, but are not limited to, immediate action to protect employee health and safety, immediate action to stop the flow of product from the equipment, removal of equipment from the waterway if required and/or possible, deployment of the absorbent booms and pads downstream from the equipment, and any other immediate action as specified by Federal and/or State On-Scene Coordinators or his/her representative. The Contractor shall be responsible for cleanup/removal and proper disposal of contaminated materials from the site.

E. If the HMMC determines that additional resources are needed, the HMMC will implement the District’s Hazardous Materials Contingency Plan and the District Spill Containment Plan. The Contractor may be responsible for any or all costs associated with this level of effort. The amount of actual damage will be deducted by the Government from the amount due the Contractor prior to final payment.

(End of Section C)

SECTION D – PACKAGING AND MARKING: “Section Does Not Apply”

(End of Section D)

SECTION E – INSPECTION AND ACCEPTANCE

The following clauses are incorporated by reference:

52.246-12 INSPECTION OF CONSTRUCTION AUG 1996

(End of Section E)

SECTION F – DELIVERIES OR PERFORMANCE

F.1.0 PERIOD OF PERFORMANCE

See clause 52.211-10 in Contract Clauses section.

F.2.0 PROGRESS PLAN

At the prework conference, the Contractor shall provide to the COR a written "work progress plan" that details its proposed work force and schedule to provide for orderly completion of the work within the contract performance time. This work schedule must be acceptable to the Government. At a minimum, the schedule must reflect a work progress rate equal to the available amount of contract performance time.

(End of Section F)

SECTION G – CONTRACT ADMINISTRATION DATA

The following local clauses are provided in full text:

CONTRACTOR PERFORMANCE ASSESSMENT REPORTING SYSTEM (JULY 2010)

(a) FAR 42.1502 directs all Federal agencies to collect past performance information on contracts. The Department of the Interior (DOI) has implemented the Contractor Performance Assessment Reporting System (CPARS) to comply with this regulation. One or more past performance evaluations will be conducted in order to record your contract performance as required by FAR42.15.

(b) The past performance evaluation process is a totally paperless process using CPARS. CPARS is a web-based system that allows for electronic processing of the performance evaluation report.