12837119Q0047.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)

953996

USDA Forest Service

Attn: Michael Birkland 2324 E McDowell Road Phoeniz AZ 85006

MICHAEL BIRKLAND 602-225-5245

109/10/2019

12837119Q0047

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

Yellow Cliffs Water System Decommissioning and Toilet Building Demolition, Tonto National Forest, Cave Creek Ranger District

This procurement is 100% Set Aside for Small Business

The North American Industry Classification System (NAICS) Code for this project is 238910 and the size standard is $15M

Due to End of Fiscal Year, Questions regarding this procurment will not be accepted ofter 3:00 P.M. (MT) on September 17, 2019.

Electronic submission of Quotes will be accepted.

Registrations: In order to be awarded a contract an offeror must have a DUNS number, be registered and active in the System for Award Management (SAM), http:// www.sam.gov, and have completed their Online Representations and Certifications.

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.)

10 0 calendar days and complete it within ________________ ________________ calendar days after receiving

09/24/2019

NSN 7540-01-155-3212

x 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)

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

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...

Schedule of Items

Item Number Description Method of

Measurement Pay Unit Estimated Quantity Unit Price Total

1 Preparation and Submittal of NESHAP and NOIA LS LS 1 2 Well Abandonment LS LS 1 3 Removal of Water System LS LS 1 4 Demolition of Control Building LS LS 1 5 Disposal of Concrete Waste LS LS 1 6 Disposal of Non-Concrete Waste LS LS 1

7 Demolition of Existing Three Flush Toilet Buildings and Concrete Flatwork LS LS 1

8 Preparation of Site for Three New Vault Toilets for Three Sites LS LS 1 9 Installing Concrete Sidewalks Adjacent to Three New Vault Toilets and Miscellaneous other Concrete Sitework

LS LS 1

10 Mobilization (Including Bonding Costs) LS LS 1

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION C – STATEMENT OF WORK /

SPECIFICATIONS

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STATEMENT OF WORK

Yellow Cliffs Water System Decommissioning and Toilet Building Demolition

Tonto National Forest Cave Creek Ranger District

• SCOPE OF WORK

This project has two objectives. First, to decommission and demolish the water supply system at the Yellow Cliffs recreational site on Bartlett Lake. The water system consists of a control room with a solar pump, one 5,000 gallon fiberglass storage tank, Industrial filter, water line connections, PVC waterline and fencing surrounding the control room.

The well head is located 130 feet from the control room as detailed in the attachments included. The existing waterline shall be drained and abandoned in-place by capping water lines below grade at hydrants. Electrical lines below grade shall be abandoned in-place. All detritus associated with the demolition of the site shall be disposed of outside of Forest Service land. Access to the site is provided by an unmarked, unpaved road off of Upper Bartlett Lake Road.

The second objective is to remove three toilet buildings located at the Yellow Cliffs recreation site along with their concrete footings. These toilets will be replaced by double pre-cast concrete vault toilets. The new toilets are being purchased by the government and are not included with this contract. This objective consists of three phases: 1) Demolition 2) Site preparation for new toilets 3) Site work after toilets are placed. Each of the toilet buildings is paired with a 3,000 gallon concrete septic tank that is to be filled with sand furnished by the contractor after it is pumped of its contents.

• LOCATION

The project is located at Bartlett Lake on FR 459 (Upper Bartlett Lake Road) approximately 20 miles east of Cave Creek, Arizona on the Cave Creek Ranger District of the Tonto National Forest. Driving time is approximately 1.5 hours from Phoenix, Arizona.

• SUBMITTALS

Provide the following:

NESHAP Demolition Permits The Contractor shall provide to the Forest Service copies of all Maricopa County/ADEQ and NESHAP demolition permits to the Engineer for review. The Contractor is responsible for air quality testing to ensure compliance as well as any fees required for submittal.

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Well Abandonment Authorization The Contractor shall provide to the Forest Service a copy of the Notice of Intent to Abandon a Well (NOIA) form and written authorization from the State of Arizona Department of Water Resources granting the abandonment authority. Only a well driller licensed in the State of Arizona, or a single well licensee (a person licensed to abandon one exempt well on his or her own property), may abandon a well in Arizona. Abandonment may not begin until the well driller or licensee has possession of a well abandonment card at the well site, issued by ADWR in the name of the well driller or licensee, authorizing the abandonment of that specific well in that specific location

Well Abandonment Completion:

The Contractor shall provide to the Forest Service a copy of the Well Abandonment Completion Report on file with ADWR within 30 days after completion of well abandonment well that describes the actual methods and materials used to abandon the wells.

• REQUIRED WORK

Objective I

1. Demolition Removal of CMU Control Building (8’x12’) includes concrete floor slab with turndowns and shall be completely excavated and demolished on site prior to disposal off of National Forest Land. If testing identifies the presence of asbestos containing materials (ACM), the contractor shall remove and dispose of the ACM by an asbestos removal contractor.

However, the building was constructed in 2000 and based on this historic knowledge; it is assumed that there is no presence of ACM. Disposal shall meet all State and local laws and regulations and Arizona Department of Environmental Quality. Demolition shall not begin until (10) business days after the contractor has notified Maricopa County or Arizona Department of Environmental Quality of the toilet demolition through a NESHAP. The contractor shall complete and submit the NESHAP after receiving copies of the demolition permit. Once all of the permits and notifications are issued, the contractor shall begin demolition.

Removal of Chain Link Fence (180 LF) Removal of 5,000 gallon Fiberglass Water Storage Tank.

Draining and Capping of PVC Water Line. The existing waterline shall be drained and abandoned in-place by capping water lines below grade at hydrants. Electrical lines below grade shall be abandoned in-place

Decommissioning of Potable Water Well. The wellhead is located approximately 150 feet from the CMU control building. Construction debris resulting from the demolition of the CMU building shall be removed first and in accordance with the project specifications. A Notice of Intent to Abandon a Well NOIA form must be filed with ADWR prior

3 | P a g e to abandoning the wells. The contractor shall file an NOIA form (DWR 55-38) with the ADWR office and pay the appropriate filing fee according to ADWR Instructions. Prior to any well abandonment activity, the Contractor shall submit to the Engineer, written authorization from the State of Arizona Department of Water Resources, granting the abandonment authority. The wells shall be abandoned through filling with grouted cement concrete, bentonite drilling mud, or clean sand with bentonite. The wells shall be sealed with cement grout or a column of bentonite drilling mud of sufficient volume, density, and viscosity to prevent fluid contamination. Materials containing organic or toxic matter shall not be used. The filling and sealing of the wells must prohibit the vertical movement of water both inside the wells and surrounding annular space outside of the casing.

2. Site Work

All voids resulting from removal of components shall be filled with excavated native material from the site or engineered fill provided by the Contractor. Backfilling of the excavated areas shall proceed in eight inch lifts. Each lift shall be compacted by two passes with a whacker compactor. Contractor shall furnish water for compaction that is free of substances detrimental to the work. All disturbed areas shall be flush to existing ground and raked smooth

Objective II

1. Demolition

Septic tanks pumped and filled with sand for each toilet building Removal of concrete footing for each toilet building

2. Site Preparation A hole capable of accommodating the new vault toilet is to be excavated.

This hole should be of sufficient width and depth to ensure placement of the toilet remains flat and accessible from adjacent sidewalks. The building details are attached to provide the needed size of the hole.

Additional information on the specifics of the hole will be provided after the contract is award. Contractor to provide an 8-inch aggregate bedding for the vaults.

3. Site Work All toilets will require concrete flatwork to accommodate the transition from the existing concrete sidewalks. Any existing water hydrants will be cut to ground level and capped.

• EXECUTION

Foundations and non-salvageable material shall be removed and disposed of off National Forest Land. All solar components will be salvaged before project start, any remaining solar components shall be set aside for the COR.

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• SPECIFICATIONS

Concrete flatwork to comply with MAG standard details and specifications. Final flatwork field design will be discussed after buildings are placed. Well decommissioning will be done according to ADWR specifications and standards.

• CONTRACT TIME

All work shall be accomplished within 60 days of the Notice-to-Proceed.

• MEASUREMENT AND PAYMENT

Refer to the Schedule of Items for Measurement and Payment

• Contacts:

1. Ernesto Maldonado – Civil Engineer Phone: (602) 225-5375 E-mail: ernestomaldonado@fs.fed.us

2. Lonny Rollins – Civil Engineer Phone: (602) 225-5323 Cell: (602) 919-0115 E-mail: lrollins@fs.fed.us mailto:lrollins@fs.fed.us

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Yellow Cliffs Site Overview

Toilet #1

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Toilet #2 (Note limited space on backside)

Toilet #3

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Relevant Plans

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CSI SPECIFICATION INDEX FOR

Tonto National Forest Cave Creek Ranger District

Yellow Cliffs and SB Cove Water System Decomissioning and Toilet Demolition

Tonto National Forest………………………………………………………………….. 1

DIVISION 1 – GENERAL REQUIREMENTS ………………………………………… 2

01010 - SUMMARY OF WORK………………………………………………….…... 2

01103 - MEASUREMENT AND PAYMENT………………………………………... 5

01300 - SUBMITTALS………………………………………………………………... 7

DIVISION 2 – SITE WORK……………………………………………………………… 11

02071 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS…………………... 11

02224 - EXCAVATION, EMBANKMENT AND BACKFILL………………………. 13

DIVISION 1 - GENERAL

SUMMARY OF WORK

PART 1 - GENERAL

1.1 - Location

The project is located at Bartlett Lake on FR 459 (Upper Bartlett Lake Road) approximately 20 miles east of Cave Creek, Arizona on the Cave Creek Ranger District of the Tonto National Forest. Driving time is approximately 1.5 hours from Phoenix, Arizona.

1.2 - Site Work and Utilities

General

1. All work shall be completed in accordance with the latest edition of the Forest Service Specifications for Construction of Roads and Bridges. The work includes all labor, material, and equipment necessary to perform all the operations for the work specified.

All pay units will be converted from metric to standard English.

Any testing needed will be the responsibility of the Forest Service.

The maximum paving lift will be 3 inches.

Traffic control will meet industry standards and will be the responsbili ty of the Contractor.

Submittals shall include a Certification from the suppliers that any materials supplied meet either ADOT or MAG specifications for the type of work being performed.

2. The Forest Service will establish the location of improvements and shall be responsible for the layout survey, and for establishing and maintaining all vertical control required.

Any construction control shall be provided by the Contractor.

1.3 - Government Furnished Facilities and Materials

1. A staging area will be provided for the Contractor's equipment and supplies.

2. Upon completing the work, the Contractor shall leave the staging area in a clean, neat, and orderly condition.

3. Electricity, water, and phone lines are not available. The Contractor will be responsible for all utility services.

5. The Contractor shall furnish his own sanitary facilities. Shower fac ilities are not available.

1.4 - Material Sources

All materials are available from commercial sources.

1.5 - Clean up and Disposal

Disposal of waste material will be off National Forest Land and in compliance with local laws regarding disposal of construction waste.

1.6 - Precautionary Measures

Protection of Work

The Contractor shall take precautions to protect all work during the construction period and shall provide and maintain adequate protection during severe weather conditions to prevent damage to the work and the materials.

Safety

The Contractor is responsible for safeguarding employees, existing facilities and forest resources from his operations. The Contractor shall barricade or otherwise make unguarded excavations safe. Signs, lights, barricades and other devices, as necessary, shall be maintained at night and on weekends. Precautions such as lowering tractor blades and safely storing materials shall be practiced to prevent injury to others in the area.

Security

No security shall be provided by the government. The contractor shall take all precautions deemed necessary to secure the worksite, improvements and equipment. The campground area is inside a restricted area closed to the general public. All employees of the Contractor or any subcontractors may be required to prove that they are employees of of the subject companies.

END OF SPECIFICATION

MEASUREMENT AND PAYMENT - 01103

1.1 – Requirements

Measurement and payment for contract work will be made only for and under those pay items included in the SCHEDULE OF ITEMS. All other work and materials will be considered incidental to and included in the payment of the pay items in the

SCHEDULE OF ITEMS.

1.2 – Payment

One of the following methods of measurement for determining final payment is DESIGNATED on the SCHEDULE OF ITEMS for each pay item.

(a) Designed Quantities (DQ): These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units of the originally contemplated work will not be made unless authorized under one or more of the following conditions:

(1) As a result of changes authorized by the Contracting Officer in the originally contemplated work. Minor changes to adjust balance points, etc., will not be considered changes in quantities.

(2) As a result of the Contracting Officer determining that errors exist in the original design data used to determine designed quantities, that cause a pay item to change by 15 percent.

(3) As a result of the Contractor submitting to the Contracting Officer a written request showing evidence of errors in the original design data used to determine design quantities that cause a pay item total to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

(b) Actual Quantities (AQ): These quantities are determined from measurements of completed work.

Final payment will be made for the actual quantities at the unit price shown in the SCHEDULE OF ITEMS, subject to the Variation in Quantities Provision.

(c) Lump Sum Quantities (LSQ): These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They will not be measured.

1.3 - Units of Measurement:

Payment will be by units defined and determined according to U.S. Standard measure.

END OF SPECIFICATION 01103

SUBMITTALS - 01300

1.1 - Requirements

It will be the Contractor's responsibility to submit all items with such promptness as to cause no delay in the work. Approvals must be obtained before starting work which involves the item. Contractor shall allow ten days for processing of submittals by the Government.

Submittals may also be referred to as shop drawings.

1.2 - Manufacturer's Literature and Shop Drawings

Submit three copies to the COR for approval on the items required herein.

Submittal specifications are to be submitted in the following format:

A. The specifications and salient qualities of the item specified in the contract.

B. The specifications and salient qualities of the submittal item.

C. A listing of the differences and a comparison between the two, including but not limited to the structural qualities, operational qualities, any modifications necessary to accomplish installation of unit, and guarantee and warranty.

D. A cost comparison between the specified and submitted item(s) with the cost reduction benefit to the government or adequate justification for a cost increase to the government.

E. Shop drawings of submitted item(s) including wiring or layout diagrams.

If there are any modifications necessary to facilitate installation, a set of drawings showing installation of specified item and a set showing how the submittal item will be installed.

01300 - 8

If the specified item is to be handicapped accessible the submittal item needs to show handicapped access on submitted drawings, not just state it is available as handicapped accessible.

Submittals will be waived if contractor furnishes exact item used for design when manufacturer's model, size, etc. are shown in the contract.

Submittals are required per the following sections:

1. 02304 Aggregate Base Certificates of Compliance

2. 02441 Underground Irrigation System

Underground Irrigation Design Operation and Maintenance Manual

3. 02610 Pipe, Fittings and Specialties

Product Data

4. 02641 Valves

Product Data

5. 02642 Valve Enclosures

6. 02645 Frost-Proof Hydrants

7. 02743 Septic Tanks

8. 02914 Courtesy Dock Fabrication Drawings Calculations Professional Engineer's Certification Installation Instructions

9. 03301 Cast-in-Place Concrete

Mix Design Admixtures Delivery Tickets

10. 04220 Reinforced Concrete Unit Masonry

Samples Certificate of Compliance

11. 05120 Metal Ramada

Shop Drawings

01300 - 9

12. 05500 Metal Fabrications Shop Drawings

13. 06410 Architectural Casework

14. 07193 Plastic Vapor Barrier

15. 07410 Preformed Metal Roofing

Product Data

Installation Manual

16. 07820 Skylights

17. 08110 Hollow Metal Doors and Frames

Product Data

18. 08113 Wood Doors

19. 08115 Metal Basement Doors

20. 08520 Aluminum Windows

21. 08710 Finish Hardware

22. 08800 Glass and Glazing

Compatibility and Adhesion Test Report

23. 09720 Composition Flooring

Samples Installers List Cleaning and Maintenance Instructions

24. 09900 Painting

01300 - 10

25. 10160 Plastic Toilet Partitions

26. 10800 Building Accessories

Alternate Products

27. 15400 Building Plumbing

28. 15540 Solar Water Heating System

Operation and Maintenance Manuals

29. 15560 Water Storage Tank

30. 16500 Lighting

31. 16501 Flood Light

Candlepower Distribution Certification of Type of Plastic Material

END OF SPECIFICATION 01300

DIVISION 2 - SITE WORK

REMOVAL OF STRUCTURES AND OBSTRUCTIONS - 02071

1.1 - Description

This section specifies work requiring the removal and disposal of all structures and obstructions within the project limits which have been SHOWN ON THE

STATEMENT OF WORK

Existing structures and improvements which are to become an integral part of the planned improvements shall remain even though not specifically noted.

1.2 - Material Classification

Material to be excavated is unclassified.

1.3 - Related Work Specified Elsewhere

02224 - Excavation, Embankment and Backfill

PART 2 - PRODUCTS

None.

PART 3 - EXECUTION

3.1 – Removal of Obstructions

Remove all obstructions shown on STATEMENT OF WORK. Removal shall include all associated footings or foundations to a depth of no less than 2 feet unless otherwise SHOWN ON THE DRAWINGS OR NOTED IN THE

SPECIFICATIONS.

3.2 – Removal of Vault Toilets

Work shall consist of pumping out toilet vault and removing the building structure, toilet vault, concrete pad, and all debris associated with the toilet. Prior to removing the vault after being pumped, contractor to apply sufficient lime to adsorb the remaining material in the vault. The vault shall be pumped by a licensed septic tank contractor prior to removal.

3.3 – Backfill and Disposal

All voids left after removal, not being incorporated into the work, shall be backfilled and compacted in accordance with Section 02224.

All materials removed and designated for disposal AS SHOWN ON THE STATEMENT OF WORK OR NOTED IN THE SPECIFICATIONS shall be removed from National Forest Lands and disposed of in accordance with local regulations regarding disposal of construction waste.

PART 4 - MEASUREMENT AND PAYMENT

4.1 - Measurement

Measurement will be one existing vault toilet building and vault, eight concrete tables, and six 4x4 concrete structures, completed and accepted, including removal, backfill, and disposal AS SHOWN ON THE STATEMENT OF WORK.

4.2 - Payment

The accepted quantities will be paid for at the contract unit price for each item listed in the SCHEDULE OF ITEMS.

All work required for the complete removal and disposal of items SHOWN ON THE DRAWINGS or listed in the Specifications is included. Separate payment will not be made under other items.

Payment will be made under:

Pay Item Description Pay Unit

02071 (01) Removal of Structure and Obstructions..……….. LS

END OF SPECIFICATION 02071

DIVISION 2 - SITE WORK

EXCAVATION, EMBANKMENT AND BACKFILL - 02224

1.1 - Description

This section specifies excavation, embankment, backfill, delivery and placement of imported fill material, watering, compaction, disposal of excess or unsuitable excavated material, and final grading.

1.2 - Material Classification

Material to be excavated is unclassified. Contractor may expect to encounter boulders of varying size during any excavation below existing grade.

1.3 - Related Work Specified Elsewhere

02071 – Removal of Structures and Obstructions

1.4 - Submittals

None

PART 2 - PRODUCTS

2.1 - Backfill and Imported Fill Material

Backfill and Imported Fill Material shall be processed natural material in accordance with MAG Specification 702. – Base Materials; subsection 702.3.

2.2 - Water

Water shall be reasonably clean and free of hazardous substances. Water is not available at the site. Water shall be obtained from a commercial source.

PART 3 - EXECUTION

3.1 - Excavation

All suitable excavated materials shall be used in construction of embankments, slopes, and backfill.

No excavated material shall be placed in lakes or live streams.

Rocks too large to be incorporated into embankments shall be broken for incorporation into the embankment or removed from National Forest Lands and disposed of in accordance with local regulations regarding disposal of construction waste.

3.2 - Backfill

General backfill shall be placed in horizontal layers not exceeding 12 inches (loose measure) and compacted. Each embankment layer shall be leveled and smoothed before compaction and placement of subsequent layers. Compaction shall be as shown in Section 3.7.

Finished surfaces shall be reasonably smooth, compacted, and shall drain without ponding.

Backfilling Adjacent to Concrete: Remove all forms and clean the excavated area of all debris. Remove any standing water from excavation. Obtain approval from CO prior to placement of backfill. Do not backfill until concrete has been in place for a minimum of 7 days and has attained sufficient strength to withstand imposed loads.

3.3 - Embankment

Embankment shall be placed in horizontal layers not exceeding 12 inches (loose measure) and compacted.

Bring all embankments to suitable elevations above grade to provide for anticipated settlement, shrinkage, and required compaction.

Embankment material shall not be dropped on any structure.

3.4 - Grading

All areas covered by the project including excavation and embankment areas and adjacent transition areas, shall be uniformly graded so that finished surfaces are at elevations indicated and approved by the CO. Slope grade away from structures a minimum of ¼-inch per foot unless otherwise indicated to provide drainage away from structures.

3.5 - Excess Excavated Material

Excess excavated material shall be placed where needed by other parts of the contract AS SHOWN ON THE DRAWINGS or removed from National Forest Lands and disposed of in accordance with local regulations regarding disposal of construction waste.

3.6 - Haul

Haul within the project site is incidental to excavation.

3.7 - Compaction

Backfill, embankments, and the top 1 foot of excavation sections shall be compacted to at least 95 percent of the maximum density as determined by AASHTO T 99, Method C or D. The material shall have the moisture content needed for effective compaction.

Backfill adjacent to concrete shall be compacted to at least 95 percent of the maximum density as determined by AASHTO T 99, Method C or D. Compaction shall be done with mechanical tampers only.

The density of the embankment material shall be determined during the progress of the work in accordance with AASHTO T 191, T 205 or T 238; T 217, T 239, T 255;

and T 224.

3.8 - Testing

No testing will be required.

PART 4 - MEASUREMENT AND PAYMENT

4.1 - Measurement

Measurement is for the tonnage of imported fill material delivered and placed AS

SHOWN ON THE DRAWINGS.

Measurement for onsite grading, excavation, backfill and embankment is incidental to other pay items in this specification.

4.2 - Payment

The accepted quantities will be paid for at the contract unit price for each item listed in the SCHEDULE OF ITEMS.

Payment will be made under:

Pay Item Description Pay Unit

02224 (01) Imported Fill Material..…………………………TON

END OF SPECIFICATION 02224

E - Inspection and Acceptance

Clauses

52.246-12 Inspection of Construction. (AUG 1996)

F - Deliveries or Performance

Clauses

52,211-10 Commencement, Prosecution, and Completion or Work. (APR 1984)

The Contractor shall be required to (a) commence work under this contract within JO calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 30. The time stated for completion shall include final cleanup of the premises.

(End of clause)

• The Contracting Officer shall specify either a number of days after the date the contractor receives the notice to proceed, or a calendar date.

I - Contract Clauses

Clauses

52.204-7 System for Award Management. (OCT 2018)

52.209-6 Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment. (OCT 2015)

52.219-6 Notice of Total Small Business Set-Aside. (NOV 2011)

52.219-14 Limitations on Subcontracting. (JAN 2017)

(a) This clause does not apply to the unrestricted portion ofa partial set-aside.

(b) Applicability. This clause applies only to--

CLAUSES

52.228-13 Alternative Payment Protections (Jul 2000)

(a) The Contractor shall submit one of the following payment protections:

SF-25-A Payment Bonds

Irrevocable Letter of Credit In Accordance With FAR 52.228-14

(b) The amount of the payment protection shall be 100 percent of the contract price.

(c) The submission of the payment protection is required within __10____ days of contract award.

(d) The payment protection shall provide protection for the full contract performance period plus a one-year period.

(e) Except for escrow agreements and payment bonds, which provide their own protection procedures, the Contracting

Officer is authorized to access funds under the payment protection when it has been alleged in writing by a supplier of labor or material that a nonpayment has occurred, and to withhold such funds pending resolution by administrative or judicial proceedings or mutual agreement of the parties.

(f) When a tripartite escrow agreement is used, the Contractor shall utilize only suppliers of labor and material that signed the escrow agreement.

(a) Before any camp, quarry, borrow pit, storage, detour, or bypass site, other than shown on the drawings, is opened or operated on USDA land or lands administered by the USDA, the Contractor shall obtain written permission from the Contracting Officer. A camp is interpreted to include a campsite or trailer parking area of any employee working on the project for the Contractor.

(b) Unless excepted elsewhere in the contract, the Contractor shall (i) provide and maintain sanitation facilities for the work force at the site and ( ii) dispose of solid waste in accordance with applicable Federal, State and local regulations.

(End of clause)

452.236-76 Samples and Certificates. (FEB 1988)

When required by the specifications or the Contracting Officer, samples, certificates, and test data shall be submitted after award of the contract, prepaid, in time for proper action by the Contracting Officer or his/her designated representative. Certificates and test data shall be submitted in triplicate to show compliance with materials and construction specified in the contract performance requirements.

Samples shall be submitted in duplicate by the Contractor, except as otherwise specified, to show compliance with the contract requirements. Materials or equipment for which samples, certifications or test data are required shall not be used in the work until approved in writing by the Contracting Officer.

(End of clause)

452.236-77 Emergency Response. (NOV 1996)

(a) Contractor's Responsibility for Fire Fighting. (I) The Contractor, under the provisions of FAR clause 52.236-9, PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS, shall immediately extinguish all fires on the work site other than those fires in use as a part of the work. (2) The Contractor may be held liable for all damages and for all costs incurred by the Government for labor, subsistence, equipment, supplies, and transportation deemed necessary to control or suppress a fire set or caused by the Contractor or the Contractor's agents or employees.

(b) Contractor's Responsibility for Notification in Case of Fire. The Contractor shall immediately notify the Government of any fires sighted on or in the vicinity of the work site.

(c) Contractor's Responsibility for Responding to Emergencies. When directed by the Contracting Officer, the Contractor shall allow the Government to temporarily use employees and equipment from the work site for emergency work (anticipated to be restricted to fire fighting). An equitableadjustment for the temporary use of employees and equipment will be made under the CHANGES clause, FAR 52.243-4.

(End of clause)

J - List of Documents, Exhibits, and Other Attachments

List of Documents, Exhibits, and Other Attachments

Wage Determination Attachment 1

"General Decision Number: AZ20190006 07/26/2019

Superseded General Decision Number: AZ20180006

State: Arizona

Construction Type: Heavy Dams

Counties: Maricopa, Mohave, Pima, Pinal and Yuma Counties in Arizona.

DAM CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act

Page 1 of 15beta.SAM.gov

9/10/2019https://beta.sam.gov/wage-determination/AZ20190006/4/document itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/04/2019 1 02/08/2019 2 03/08/2019 3 07/19/2019 4 07/26/2019

BOIL0627-003 10/01/2017

Rates Fringes

BOILERMAKER......................$ 35.30 28.41

BRAZ0003-006 07/01/2018

MARICOPA, MOHAVE, PINAL, AND YUMA COUNTIES

Rates Fringes

BRICKLAYER.......................$ 26.06 7.28

ZONE PAY:

(Radius miles from the intersection of Central Ave. and Washington St., Phoenix, AZ)

Zone A: 0-60 miles- Base Rate Zone B: 61-75 miles- Base Rate plus $2.00 per hour Zone C: 75-100 miles- Base Rate plus $3.00 per hour Zone D: 101-200 miles- Base Rate plus $3.50 per hour

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Zone E: Over 200 miles- Base Rate plus $6.50 per hour

BRAZ0003-012 07/01/2018

PIMA COUNTY

Rates Fringes

BRICKLAYER.......................$ 26.06 7.28

ZONE PAY:

(Radius miles from the intersection of Central Ave. and Washington St., Phoenix, AZ)

Zone A: 0-60 miles- Base Rate Zone B: 61-75 miles- Base Rate plus $2.00 per hour Zone C: 75-100 miles- Base Rate plus $3.00 per hour Zone D: 101-200 miles- Base Rate plus $3.50 per hour Zone E: Over 200 miles- Base Rate plus $6.50 per hour

CARP0408-004 07/01/2019

Rates Fringes

CARPENTER (Including Form Work)............................$ 28.08 12.74

PILEDRIVERMAN....................$ 27.38 12.44

CARP1914-001 09/01/2016

Rates Fringes

MILLWRIGHT.......................$ 31.00 20.04

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ZONE DEFINITIONS FOR MILLWRIGHTS: Mileage shall be calculated from the construction site to the City Hall in Phoenix or Tucson, or to the workmen's residence, whichever is less:

Zone 1: 0-30 miles Zone 2: 31-49 miles Zone 3: 50 miles and over

CARP1914-002 09/01/2003

Rates Fringes

DIVER (Standby) Zone 1......................$ 22.98 8.93 Zone 2......................$ 25.37 8.93 Zone 3......................$ 28.49 8.93 DIVER (Wet) Zone 1......................$ 43.79 8.93 Zone 2......................$ 45.17 8.93 Zone 3......................$ 48.29 8.93

ZONE DEFINITIONS:

Mileage shall be calculated from the construction site to the City Hall in Phoenix or Tucson, or to the workmen's residence, whichever is less:

Zone 1: 0-30 miles Zone 2: 31-49 miles Zone 3: 50 miles and over

* ENGI0428-002 07/01/2019

Rates Fringes

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POWER EQUIPMENT OPERATOR

Group 1.....................$ 25.94 11.04 Group 2.....................$ 29.21 11.04 Group 3.....................$ 30.29 11.04 Group 4.....................$ 31.32 11.04

POWER EQUIPMENT OPERATORS CLASSIFICATIONS:

GROUP 1: A-frame boom truck, winch truck, air compressor, Beltcrete, boring bridge and texture, concrete mixer (skip type), conductor, brakeman, handler, conveyor, cross timing and pipe float, curing machine, dinky (under 20 tons), elevator hoist (Husky and similar), firemen (all), forklift and Ross carrier, generator (all), highline cableway signalman, hydrographic mulcher, hydrographic seeder, joint inserter, jumbo finishing machine, Kolman belt loader, machine conveyor, multiple power concrete saw, oiler, pavement breaker, power grizzly, power sweeper, pressure grout machine, pump, roller (except as otherwise classified), self-propelled chip spreading machine, skiploader (3 cu. yd. and less), slurry seal machine (Moto paver driver), small self-propelled compactor (with blade)-backfill, ditch operation, straw blower, tractor (D-5 and under), tripper, tugger, welding machine, wheel-type tractor (Ford, Ferguson type with attachments, Bee Gee etc.)

GROUP 2: Aggregate plant (including crushing, screening and sand plants, etc.), asphalt plant mixer, asphalt laydown machine, backhoe (rubber tired or track, less than 1 cu.

yd. MRC), Bee Gee operator boring machine, concrete batch plant (all types and sizes), concrete mechanical tamping, spreading or finishing machine (including Clary, Johnson or similar types), concrete mixer (paving type and mobile mixers), concrete pump, crane (crawler and pneumatic less than 15 ton capacity MRC), drilling machine (including water wells), elevating grader (all types and sizes except

Page 5 of 15beta.SAM.gov as otherwise classified), field equipment serviceman, paver and similar type equipment, motor grader (any type power blade-rough), oiler driver, operating engineer rigger, pneumatic tired scraper (all sizes and types), power jumbo form setter, road oil mixing machine, roller (on all types asphalt pavement), screed, self-propelled compactor (with blade, 815, 825 or equivalent-grade operation), skip loader (all types with a rated capacity over 3 but less than 6 cu.

yd.), slip form (power driven lifting device for concrete forms), soil cement road mixingmachine (single pass type), heater and planer, tractor (dozer, pusher-all), traveling pipe-wrapping machine, trenching machine, tugger (two or more)

GROUP 3: Asphalt or concrete planing, rotomill and milling machine, auto grade machine (CMI and similar equipment), boring machine (including mole, badger and similar type), concrete pump (truck mounted with boom), crane (crawler and pneumatic over 15 tons but less than 100 tons capacity MRC), crawler type tractor with boom attachment and slope bar, derrick, Gradall, heavy duty mechanic/welder, helicopter hoist operator or pilot, highline cableway, mass excavator (150 Bucyrus, Erie and similar type), mechanical hoist (two or more drums), motor grader (any type power blade-finish), mucking machine, overhead crane, Grade Checker, piledriver engineer (portable, stationary or skid rig), power driven ditch lining or ditch trimming machine, remote control earth moving machine, skip loader (all types with rated capacity 6 cu. yd. but less than 10 cu. yd.), slip form paving machine (including Gunnert, Zimmerman and similar types), tower crane or similar type, universal equipment operator (backhoe, clamshell, dragline, shovel etc., up to 10 cu. yd.); Operating Engineers Electrician including Tower Erector, Lineman & Cable Splicer (load side of main disconnect).

GROUP 4: Crane operator (pneumatic or crawler-100 tons

Page 6 of 15beta.SAM.gov hoisting capacity and over, MRC rating), skip loader (all types with rated capacity of 10 cu. yd. or more), universal equipment operator (backhoe, clamshell, dragline, shovel, etc., 10 cu. yd. and over)

Multiple-Unit Earth Equipment (Holland Loader etc.), Tractor operator, Pneumatic-Tired or Track type, Two Units-$0.50 per hour over base rate; and $1.00 per hour for each additional unit

All Operators, Oilers, and Motor Crane Drivers on equipment with Booms, except concrete pumping truck booms, including Jibs, shall receive $0.01 per hour per foot over 80 ft in addition to regular rate of pay

Premium pay for performing hazardous waste removal $0.50 per hour over base rate.

IRON0075-001 08/01/2018

Rates Fringes

IRONWORKER.......................$ 26.90 18.95

Zone 1: 0 to 50 miles from City Hall in Phoenix or Tucson Zone 2: 050 to 100 miles - Add $4.00 Zone 3: 100 to 150 miles - Add $5.00 Zone 4: 150 miles & over - Add $6.50

LABO0383-001 06/01/2019

Rates Fringes

Laborers:

Group 1.....................$ 20.18 5.71

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Group 2.....................$ 20.18 5.71 Group 3.....................$ 20.88 5.71 Group 4.....................$ 21.82 5.71 Group 5.....................$ 22.68 5.71

LABORERS CLASSIFICATIONS:

GROUP 1: Laborer, general or construction; tool dispatcher or checker; manually controlled signal operator; fence builder, guard rail builder-highway; chat box man; dumpman and/or spotter; rip rap stone man; rock slinger; form stripper; packing rod steel and pans; cesspool diggers and installers; astro turf layer; clean up-bull gang trackman, railroad; chipper (clearing and grubbing);

kettleman-tarman; spikers, wrenchers-creosote tieman; floor sanders-concrete; sandblaster (pot tender); powderman tender; fine grader; all tenders not herein separately classified; window cleaner; flagger

GROUP 2: Concrete laborer (belt, pipe and/or hoseman);

cement mason tender; cutting torch operator; power type concrete buggy; bander; guinea chaser

GROUP 3: Operator and tender of pneumatic and electric tools; concrete vibrating machines, chain saw (on clearing and grubbing); hydraulic jacks and similar mechanical tools not separately herein classified; pipe caulker and/or backup man-pipeline; riggers and signal man-pipeline; pipe wrapper; cribber & shorer (except tunnel); pneumatic gopher; pre-cast manhole erector

GROUP 4: Asphalt raker and ironer; air and water washout nozzleman (low and high pressure); scaler (using bos'n's chair or safety belt); tamper (mechanical-all types);

sandblaster (nozzleman); concrete saw (hand-guided);

concrete cutting torch; gunite (gunman, mixerman, rodman);

bio-filer, pressman, installer, operator; hand-guided

Page 8 of 15beta.SAM.gov trencher and similarly operated equipment; driller (jackhammer and/or pavement breaker); grade setter (pipeline); pipe layer including but not limited to non-metallic transite and plastic pipe, water pipe, sewer pipe, drain pipe, and underground tile pipe and conduit);

chuck tender (except tunnel)

GROUP 5: Drill doctor and/or air tool repairman; scaler (driller); form setter and/or builder; welder and/or pipelayer installing process piping; driller-core, diamond, wagon, air track, Joy, Mustang, PR-143, 220 Gardner-Denver, Hydrasonic, powderman; water blaster operator

NOTE: $0.50 per hour premium for performing hazardous waste removal

PAIN0086-004 04/01/2014

Rates Fringes

PAINTER..........................$ 22.42 4.85

PLAS0394-004 07/01/2019

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 25.08 8.57

PLUM0469-005 07/01/2016

Rates Fringes

PLUMBER/PIPEFITTER

Maricopa, Mohave, Pinal, and Yuma....................$ 40.80 17.00 Pima........................$ 36.35 17.00

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TEAM0104-002 09/01/2018

Rates Fringes

TRUCK DRIVER

Group 2.....................$ 18.12 1.50+a Group 3.....................$ 18.58 1.50+a Group 4.....................$ 19.83 1.50+a Group 5.....................$ 18.95 1.50+a Group 6.....................$ 20.62 1.50+a

FOOTNOTE:

a. Health & Welfare $984.26 per month.

TRUCK DRIVER CLASSIFICATIONS:

GROUP 2: 2 or 3 axle Dump , Water Truck under 2500 gal.

GROUP 3: 4 axle Dump, Water Truck Drive- (2500 gal but less than 4000 gal) GROUP 4: 5 axle Dump, Water Truck 4000 gal and over GROUP 5: 6-axle Dump GROUP 6: 7-axle Dump, 8-axle Dump

SUAZ1994-012 02/01/1994

Rates Fringes

ELECTRICIAN......................$ 16.00 2.84

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

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Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

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A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification.