ag0261s150066.pdf

AG-0261-S-15-0066

1. REQUEST NO.

5a. ISSUED BY

NAME

a. NAME

c. STREET ADDRESS

d. CITY

10. PLEASE FURNISH QUOTATIONS TO

THE ISSUING OFFICE IN BLOCK 5a ON

OR BEFORE CLOSE OF BUSINESS (Date)

2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT. DEF.

UNDER BDSA REG. 2

AND/OR DMS REG.1

RATING

6. DELIVERY BY (Date)

7. DELIVERY

9. DESTINATION

a. NAME OF CONSIGNEE

b. STREET ADDRESS

PAGE OF PAGES

5b. FOR INFORMATION CALL: (No collect calls)

TELEPHONE NUMBER

AREA CODE NUMBER

8. TO:

b. COMPANY

e. STATE f. ZIP CODE

c. CITY

d. STATE e. ZIP CODE

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

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

THIS RFQ

REQUEST FOR QUOTATION

(THIS IS NOT AN ORDER)

IS IS NOT A SMALL BUSINESS SET ASIDEX

05/20/2015 739988

1 41

ATTN-TANYA SPANFELLNER

1249 S VINNELL WAY STE 200

BOISE ID 83709-1663

SW IDAHO-NEVADA ACQUISITION CENTER

USDA FS

RUBY MTNS R D

P O BOX 246

WELLS

NV 89835

208 373-4130TANYA SPANFELLNER

06/08/2015 1630 PT

FOB DESTINATION

OTHER

(See Schedule)X

ITEM NO.

(a)

SUPPLIES/SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e)

AMOUNT

(f)

Wells Office Ramp Replacement Period of Performance: 06/08/2015 to 08/31/2015

36.204 -- Disclosure of the Magnitude of Construction Projects.

Less than $25,000.00

001 Wells Office Ramp Replacement

FOB: Destination

12. DISCOUNT FOR PROMPT PAYMENT

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

NUMBER PERCENTAGE

NOTE: Additional provisions and representations

13. NAME AND ADDRESS OF QUOTER

b. STREET ADDRESS

c. COUNTY

d. CITY e. STATE f. ZIP CODE

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

16. SIGNER

a. NAME (Type or print)

c. TITLE (Type or print)

a. NAME OF QUOTER

AREA CODE

NUMBER

15. DATE OF QUOTATION

b. TELEPHONE are are not attached

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition not usable

STANDARD FORM 18 (REV. 6-95)

Prescribed by GSA - FAR (48 CFR) 53.215-1(a)

DUNS No.:__________________________________

1 LS

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

RUBY MTNS-JARBIDGE DIST. OFFICE CONCRETE ENTRANCE RAMP

1.1 SCOPE OF CONTRACT

A. This project includes the construction of all items related to the replacement of a concrete accessible ramp for a public office building, and related sidewalk and wood porch stairway railing.

B. The work consists of construction of a concrete ramp at an office building entrance meeting ADA requirements including demolition and removal of the old ramp, installation of a new ramp with metal railing, installation of adjacent weed barrier and landscaping rock, repair of damaged rock facing on the building, removal and replacement of concrete sidewalk panels, and the installation of wood railing on existing wood porch steps.

1.2 PROJECT LOCATION

A. The project is located on the Ruby Mountains Ranger District of the Humboldt-Toiyabe National Forest, Elko County, Nevada. It is located at 140 Pacific Ave. (corner of Pacific Avenue and Humboldt Ave.) in the town of Wells, Nevada approximately 50 miles east of Elko, Nevada. The project may be accessed from Pacific Avenue..

1.3 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

1. Construction sites will be closed to the public during construction. The Forest Service will close the office to the public when access to the main door way is hindered by construction work or conditions.

2. The Forest Service will have access to the building during construction but will use other doorways.

3. Water and power is available at the site for construction purposes.

4. The Contractor shall provide temporary toilet facilities (porta-potty) at the site during all construction work. The office is often locked and public restrooms will not always be available.

1.4 WORK CAMPS, STAGING AND STORAGE AREAS

A. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage work trailers on site.

B. No overnight camping will be allowed on site.

1.5 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

1.6 START DATE

A. Estimated start date June 15, 2015

Solicitation No.:AG-0261-S-15-0066

1.7 CONTRACT TIME

A. Base Bid: 45 Calendar Days

1.8 SPECIFICATIONS

A. See Section J for the list of drawings and attachments that are incorporated into this solicitation and any resultant contract.

1.9 Biobased Product Utilization

The Contractor must comply with the Agricultural Act of 2014; the Food, Conservation and Energy Act of 2008 (FCEA), 7 U.S.C. 8102; the Farm Security and Rural Investment Act of 2002 (FSRIA), 7 U.S.C. 8102; the Federal Acquisition Regulation; Executive Order (EO) 13514, “Federal Leadership in Environmental, Energy and Economic Performance,” dated October 5, 2009; EO 13423, “Strengthening Federal Environmental, Energy, and Transportation Management,” dated January 24, 2007; and Presidential Memorandum, “Driving Innovation and Creating Jobs in Rural America through Biobased and Sustainable Product Procurement,” dated February 2012, to provide biobased products.

The Contractor shall utilize products and material made from biobased materials to the maximum extent possible without jeopardizing the intended end use or detracting from the overall quality delivered to the end user. All supplies and materials shall be of a type and quality that conform to applicable Federal specifications and standards. All supplies and materials to be used in the performance of work described herein are subject to the approval of the Contracting Officer’s Representative (COR).

The following is an example list of products that may be used in this contract for which biobased products are available. The list is not all inclusive. It is desirable that Contractors be able to supply the greatest number of biobased products listed meeting the health and environmental specifications.

Concrete and Asphalt Release Fluids Hydraulic Fluid Diesel Fuel Additives 2-Cycle Engine Oil

Biobased products that are designated for preferred procurement under USDA’s Biopreferred Program must meet the required minimum biobased content as stated in the USDA Final Rule available at www.biopreferred.gov. The Contractor should provide data for their biobased products such as biobased content and source of biobased material.

In addition to the biobased products designated by the U.S. Department of Agriculture in the Biopreferred Program, the Contractor is encouraged to use other commercially available biobased products.

Additionally, the winning Contractor on each anniversary date of the contract shall compile a complete list of biobased products, including the information above, purchased to carry out the contract requirements. The Contractor shall list volume to be used and total cost for each individual product. This information will be used for reporting purposes (see Section I, FAR Clause 52.223-2).

Within thirty (30) days of contract award, the Contractor shall submit an Operation Plan. This submittal will be approved by the COR in writing. The Contractor shall not commence work until this submittal is approved by the COR in writing. The Plan must be reviewed and updated annually, and as required by the COR. The Plan must contain and define the following elements:

http://www.biopreferred.gov/

• The Contractor’s written policy stating its commitment to the use of biobased products, employee health and safety, and sound environmental management practices.

• Detail on how the Contractor intends to keep abreast of the development and increasing availability of designated and non-designated biobased products and how any new or improved products will be incorporated on an ongoing basis into contract performance.

• Proposed biobased construction products which must be selected in accordance with the criteria included above. At a minimum, the Plan must identify products by brand name for each of the product types.

NOTE: A Contractor may propose more than one product within a product category and/or propose a product or products addressing more than one product category.

• The product guides which define standard operating procedures for instructing staff in the proper use, storage, and disposal of biobased products; proper maintenance of equipment; and other procedures/instructions to accomplish work under this contract.

The Contractor shall provide data on the quantity and dollar values of biobased products used in this contract.

The data shall be submitted to the COR quarterly.

A demonstration of proper use, an effective training program, and technical assistance are essential to the success of the purchase and use of some biobased products that may function differently than a conventional product.

PART I - THE SCHEDULE

SECTION E - INSPECTION AND ACCEPTANCE

CLAUSES INCORPORATED BY REFERENCE

52.246-12 Inspection of Construction (AUG 1996)

SECTION F - DELIVERIES OR PERFORMANCE

52.242-14 Suspension of Work (APR 1984)

CLAUSES INCORPORATED BY FULL TEXT

52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10-calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 45 Calendar Days-Estimated Start Date June 15, 2015.

(End of clause)

SECTION H - SPECIAL CONTRACT REQUIREMENTS

Use of Premises

The Contractor shall comply with the regulations governing the operation of premises which are occupied and shall perform the contract in such a manner as not to interrupt or interfere with the conduct of Government business.

Fire Control

(a) Contractor's Responsibility for Contractor-Caused Fires. The Contractor, whether or not directed by the Forest Service, shall immediately extinguish, without expense to the Government, all fires on or in the vicinity of the project which are caused by Contractor's employees, whether set directly or indirectly as a result of Contractor operations. The Contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation resulting from fires set or caused by the Contractor's employees or resulting from contract operations.

(b) Other Fires. For the purpose of fighting forest fires on or in the vicinity of the project which are not caused by the Contractor or the Contractor’s employees, the Contractor when requested by the Contracting Officer shall place the employees and equipment temporarily at the disposal of the Forest Service. Payment for such services will be made by the Government at not less than the current rate for fire-fighting services established by the Forest Service in the area concerned.

Any employees and equipment furnished will be relieved from fire fighting as soon as the Forest Service finds that it is practicable to employ other labor and equipment adequate for the protection of the area.

An equitable adjustment in contract time may be made for this period.

(c) Fire Protection Requirements - Fire Plan. At all times during closed fire season period, as specified by State law, the Contractor shall comply with each of the following provisions to the extent applicable to the Contractor’s operation under the contract.

(1) Fire Tools. The Contractor will provide for each employee in the contract area at least one approved handtool of a type appropriate in the contract area, such as shovel, pulaski, or ax. Tools required and furnished under (2) and (4) below, shall count toward fulfillment of the above requirement. Where additional tools, beyond those required under (2) and (4) below, are to be provided, the Contractor shall seal such tools in one or more boxes painted red and marked "Tools for Fire Only." All tools required herein shall be kept sharp and in good serviceable condition and maintained at locations to be designated by the Forest Service.

(2) Fire Extinguishers and Tools on Mobile or Stationary Equipment. Each unit of powered equipment used in connection with this contract, including automobiles, trucks, tractors, etc., shall be equipped with serviceable tools and fire extinguishers as follows:

One - fire extinguisher, dry chemical type of not less than 2-1/2 pound capacity with 4 BC or higher rating.

One - shovel, round point #0 lady or equal.

One - ax, 2 pounds or over, 26-inch minimum length, or one pulaski.

One - water container (at least 1-gallon capacity), not required with stationary equipment.

(3) Spark Arresters. Each internal combustion engine shall be provided with a spark arrester or spark arresting device approved by the Forest Service. Exceptions where the Forest Service may approve mufflers, or other equipment in lieu of spark arresters qualified and rated under Forest Service Standard 5100-1a are: (a) small multiposition engines, such as chain saws, shall meet Society of Automotive Engineers J335b standards;

(b) passenger-carrying vehicles and light trucks may have baffle-type mufflers with tail pipe; (c) heavy-duty trucks may have a vertical stack exhaust system and muffler, provided the exhaust stack extends above the cab of the vehicle. An exhaust-driven turbocharger is considered to be a satisfactory spark arrester. Internal combustion engine exhaust systems, arresters, and other devices must be properly installed and maintained.

(4) Powersaws. For each powersaw used in connection with this contract, the following will be provided:

One - shovel, round point #0 lady or equal. Shovel must be immediately available for use.

One - Fire extinguisher, containing not less than 8 ounces of extinguisher fluid, or a dry chemical powder-type of not less than 1-pound capacity. The extinguisher must be immediately accessible to the saw operator at all times.

Any fueling or refueling of a powersaw shall only be done in an area which has first been cleared or is free of all material capable of carrying fire; powersaw shall be moved at least 10 feet from place of fueling before starting.

(5) Blasting. Fuse or prima cord shall not be used unless authorized in writing by the COR with special precautions stated.

(6) Smoking. Smoking shall not be permitted within the contract area except on surfaced or dirt roads, at landings, within closed vehicles, in camps, or at other posted places, and shall never be allowed while working or traveling on foot.

(7) Storage of Petroleum and Other Highly Flammable Products. Gasoline, oil, grease, or other highly flammable material will be stored either in a separate building used exclusively for such storage, or at a site where all combustible debris and vegetation is cleared away within a radius of 25 feet. Fire extinguishers and/or sand barrels may be required at such locations specified by the Forest Service when unusually hazardous conditions exist.

(8) Debris Burning and Warming Fires. Burning permits will be required for all debris burning fires.

Lunch and warming fires may be allowed in fireproofed areas during periods of low fire danger if and as specified in the fire plan. Such fires must not be left burning unattended.

(9) Precautions for Stoves. Stovepipes on all temporary buildings, trailers, and tents using wood burning stoves, will be equipped with roof jacks and serviceable spark arresters of mesh with openings no larger than 5/8 inch.

All stovepipes, inside and out, will not be closer than 2 feet from any wood or other flammable material or 1 foot if the combustible material is protected by a metal or asbestos shield.

(10) Welding. Welding or use of cutting torches will be permitted only in areas that have been cleared or are free of all material capable of carrying fire. Flammable debris and vegetation must be removed from within a minimum of 10 feet radius of all welding and cutting torch operations. A shovel and a 5-gallon standard backpack water container (filled) with handpump attached, shall be immediately available for use in the event of a fire start.

(11) Fire Plan. Prior to initiating work on the contract area, during the closed fire season period, a fire prevention and suppression plan will usually be prepared. The Contractor and the Forest Service will jointly prepare this plan. Such plan shall include a detailed list of men and equipment at the Contractor's disposal for implementing the plan. The fire plan shall also specify additional measures and/or special requirements, such as Hoot Owl restrictions, necessary during periods of critical fire weather conditions.

When Hoot Owl restrictions are invoked, the Forest Service may curtail or shut down all or portions of a Contractor's operations. The following requirements may be imposed:

(i) All high fire risk operations could be terminated at 1300 local time.

(ii) All burning could be stopped, including debris burning fires.

(iii) Patrolman may be required for a period of 2 hours after high fire risk operations and 1 hour after end of work shift. The Contractor shall provide the patrolman unless the contract is for equipment rental, in which case the Government will provide the patrolman.

(12) Pump and Trailer. The Contractor shall provide at a location satisfactory to the Contracting Officer, a serviceable truck or trailer, equipped with a fire fighting tanker unit to be kept ready for instant use for suppressing forest fires. The unit shall consist of a tank of not less than 100-gallon capacity upon which shall be mounted a live hose reel or live hose basket with 250 feet of at least ¾-inch I.D. heavy-duty rubber hose; a portable or power takeoff pump with discharge capacity of at least 10 gallons per minute at 150 P.S.I. pressure.

Gear type pumps shall be provided with a bypass or pressure relief valve so that the hose nozzle may be shut while the pump is operating. Each tanker unit shall have a hose nozzle of the shut-off type, adjustable for straight stream, spray or fog, at least 12 feet of 1-inch suction hose with an intake screen, and additional 250 feet of 3/4 – inch heavy-duty rubber hose or 1-inch cotton jacket rubber-lined or linen hose to be carried on the unit for use as needed. Tools, adapters, accessories and fuel necessary to operate the pump and truck or trailer shall be provided.

If a trailer is used, a serviceable vehicle with proper trailer tow hitch shall be located at a point satisfactory to the Contracting Officer. Where water is available, a supply sufficient for rapidly filling the water tank shall be provided at one or more accessible points along or adjacent to the main truck roads.

(13) Burning. Before starting any open burning, the Contractor shall comply with the following:

(i) Submit a burning plan, subject to approval by the Contracting Officer, designed to minimize the impact on air quality and to lessen any fire damage.

(ii) Obtain a burning permit from the District Ranger.

(iii) Use weather forecasts as far as possible in scheduling burning for more favorable dispersal of smoke.

(iv) Fuel shall be reasonably free of dirt and piled to facilitate rapid and complete combustion.

Piles shall be tended during burning operations to maintain combustion and to eliminate unnecessary smudges.

Piles shall be patrolled during off-work hours to avoid wildfires.

(v) Unless fire season controls dictate otherwise, burning shall be scheduled, as far as practicable, for the most favorable conditions during the burning period.

(vi) Under certain atmospheric conditions, smoke accumulations may become excessive and in these cases, the Regional Forester may, at his/her discretion, prohibit all open burning for definite periods within specific areas of the National Forest.

Conformity With Drawings and Specifications

Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the drawings, indicated in the specifications, or designated on the ground. "Reasonably close conformity" is compliance with reasonable and customary manufacturing and construction tolerances.

Incidental Payment Items

The intent of the contract is to provide for the complete construction of the project described in the contract.

Unless otherwise provided, the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies and perform all work required to complete the project in accordance with drawings, specifications, and provisions of the contract. 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 as incidental to and included in the payment for items shown.

Barricades, Warning Signs, and Other Devices

The Contractor shall provide, erect, and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public. Roads closed to traffic shall be protected by effective barricades, and obstructions shall be illuminated during the hours of darkness. Suitable warning signs shall be provided to properly control and direct traffic.

The Contractor shall erect warning signs in advance to any place on the project where operations may interfere with the use of the road or trail by traffic and at all intermediate points where the new work crosses or coincides with an existing road or trail. All road barricades, warning signs, lights, temporary signals, flagmen and pilot car operators and equipment, and other protective devices, except for special devices, shall conform with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, published by the Federal Highway Administration and applicable safety codes.

Necessary warning signs and guards shall be posted during blasting operations to safeguard the public.

Weed-Free Equipment

In order to prevent the potential spread of noxious weeds into the project area, the Contractor shall be required to furnish the Contracting Officer with proof of weed-free equipment.

The following is considered proof of weed-free equipment:

The Contractor will be required to clean all construction equipment (equipment that operates off existing roads) prior to entry on the project area. This cleaning shall remove all dirt and plant parts and material that may carry noxious weed seeds into the project area. Only construction equipment inspected by the Contracting Officer will be allowed to operate within the project area. All subsequent move-ins of construction equipment shall be treated the same as the initial move-in.

Prior to initial move-in of all construction equipment, and all subsequent move-ins, the Contractor shall make equipment available for inspection at an agreed location.

Landscape Preservation

(a) The Contractor shall confine operations to within the clearing limits or other areas designated in contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Material, which falls outside of these limits, shall be retrieved, disposed of, or incorporated in the work as directed by the Contracting Officer.

(b) Operation shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.).

Pollutants such as fuels, lubricants, bitumens, raw sewage, and other harmful materials shall not be discharged into or near rivers, streams, and impoundments or into natural or manmade channels leading thereto. Wash water or waste water from concrete or aggregate operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

Mechanized equipment shall not be operated in live streams without written approval by the Contracting Officer.

PART II - CONTRACT CLAUSES

SECTION I - CONTRACT CLAUSES

52.204-13 System for Award Management Maintenance (JUL 2013) 52.209-10 Prohibition on Contracting With Inverted Domestic Corporations (DEC 2014) 52.219-6 Notice of Total Small Business Set-Aside (NOV 2011) 52.219-28 Post-Award Small Business Program Rerepresentation (JUL 2013) 52.222-3 Convict Labor (JUNE 2003) 52.222-6 Construction Wage Rate Requirements (MAY 2014) 52.222-7 Withholding of Funds (MAY 2014) 52.222-8 Payrolls and Basic Records (MAY 2014) 52.222-9 Apprentices and Trainees (JULY 2005) 52.222-10 Compliance with Copeland Act Requirements (FEB 1988) 52.222-11 Subcontracts (Labor Standards) (MAY 2014) 52.222-12 Contract Termination--Debarment (MAY 2014) 52.222-13 Compliance with Construction Wage Rate Requirements and Related Regulations (MAY 2014) 52.222-14 Disputes Concerning Labor Standards (FEB 1988) 52.222-15 Certification of Eligibility (MAY 2014) 52.222-21 Prohibition of Segregated Facilities (APR 2015) 52.222-26 Equal Opportunity (APR 2015) 52.222-27 Affirmative Action Compliance Requirements for Construction (APR 2015) 52.222-36 Equal Opportunity for Workers With Disabilities.(Jul 2014) 52.222-50 Combating Trafficking in Persons (MAR 2015) 52.222-55 Minimum Wages Under Executive Order 13658.(DEC 2014) 52.223-2 Affirmative Procurement of Biobased Products Under Service And Construction Contracts.(Sep

2013) 52.223-17 Affirmative Procurement of EPA-designated Items in Service and Construction Contracts (May

2008) 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving (AUG 2011) 52.225-13 Restrictions on Certain Foreign Purchases (JUNE 2008) 52.232-5 Payments Under Fixed-Price Construction Contracts (MAY 2014) 52.232-23 Assignment of Claims (MAY 2014) 52.232-27 Prompt Payment for Construction Contracts (MAY 2014) 52.232-33 Payment by Electronic Funds Transfer—System for Award Management (JUL 2013) 52.232-39 Unenforceability of Unauthorized Obligations (JUN 2013) 52.232-40 Providing Accelerated Payments to Small Business Subcontractors (DEC 2013) 52.233-1 Disputes (MAY 2014) Alternate I (DEC 1991) 52.233-3 Protest After Award (AUG 1996) 52.233-4 Applicable Law for Breach of Contract Claim (OCT 2004) 52.236-2 Differing Site Conditions (APR 1984) 52.236-3 Site Investigation and Conditions Affecting the Work (APR 1984) 52.236-5 Material and Workmanship (APR 1984) 52.236-6 Superintendence by the Contractor (APR 1984) 52.236-7 Permits and Responsibilities (NOV 1991) 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

(APR 1984)

52.236-10 Operations and Storage Areas (APR 1984)

52.236-11 Use and Possession Prior to Completion (APR 1984) 52.236-12 Cleaning Up (APR 1984) 52.236-26 Preconstruction Conference (FEB 1995) 52.243-5 Changes and Changed Conditions (APR 1984) 52.244-6 Subcontracts for Commercial Items (APR 2015) 52.246-21 Warranty of Construction (MAR 1994) 52.249-1 Termination for Convenience of the Government (Fixed Price) (Short Form).(Apr 1984) 52.249-10 Default (Fixed-Price Construction) (APR 1984) Alternate I (APR 1984) 52.253-1 Computer Generated Forms.(Jan 1991) 452.236-72 Use of Premises. (NOV 1996) 452.236-73 Archeological or Historic Sites (FEB 1988) 452.236-74 Control of Erosion, Sedimentation and Pollution (NOV 1996) 452.236-76 Samples and Certificates (FEB 1988) 452.236-77 Emergency Response. (NOV 1996)

CLAUSES INCORPORATED BY FULL TEXT

52.225-9 Buy American--Construction Materials (MAY 2014)

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

“Commercially available off-the-shelf (COTS) item”—

(1) Means any item of supply (including construction material) that is--

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C 40102(4), such as agricultural products and petroleum products.

"Component" means any article, material, or supply incorporated directly into construction materials.

"Construction material" means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.

"Cost of components" means--

(3) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the end product (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(4) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

"Domestic construction material" means--

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if—

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

"Foreign construction material" means a construction material other than a domestic construction material.

"United States" means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference.

(1) This clause implements41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item (See FAR 12.505(a)(2)). The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

(2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows:

NONE

(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that--

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American statute is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American statute to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American statute.

(1) (i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including--

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American statute applies, use of foreign construction material is noncompliant with the Buy American statute.

(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

Foreign and Domestic Construction Materials Price Comparison

Construction Material Description Unit of Measure Quantity Price (Dollars)*

Item 1:

Foreign construction material _______ _______ _______

Domestic construction material _______ _______ _______

Item 2: _______ _______ _______

Foreign construction material _______ _______ _______

Domestic construction material

[List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.] [Include other applicable supporting information.]

[* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).]

(End of Clause)

52.252-2 Clauses Incorporated by Reference. (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

Federal Acquisition Regulations https://www.acquisition.gov/far http://farsite.hill.af.mil

Agriculture Acquisition Regulations http://www.dm.usda.gov/procurement/policy/agar.htm http://farsite.hill.af.mil

(End of Clause)

452.209-71 Assurance Regarding Felony Conviction or Tax Delinquent Status for Corporate Applicants (FEB 2012) Alternate I (FEB 2012)

(a) This award is subject to the provisions contained in sections 433 and 434 of the Consolidated Appropriations Act, 2012 (P.L. No. 112-74), Division E, as amended and/or subsequently enacted, regarding corporate felony convictions and corporate federal tax delinquencies. Accordingly, by accepting this award the contractor acknowledges that it –

(1) does not have a tax delinquency, meaning that it is not subject to any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability, and

(2) has not been convicted (or had an officer or agent acting on its behalf convicted) of a felony criminal violation under any Federal law within 24 months preceding the award, unless a suspending and debarring official of the United States Department of Agriculture has considered suspension or debarment of the awardee, or such officer or agent, based on these convictions and/or tax delinquencies and determined that suspension or debarment is not necessary to protect the interests of the Government.

(b) If the awardee fails to comply with these provisions, the Forest Service may terminate this contract for default and may recover any funds the awardee has received in violation of sections 433 or 434, amended and/or subsequently enacted.

(End of Clause)

Solicitation No.:AG-0261-S-15-0066 https://www.acquisition.gov/far http://farsite.hill.af.mil/ http://www.dm.usda.gov/procurement/policy/agar.htm http://farsite.hill.af.mil/

452.228-71 Insurance Coverage (NOV 1996)

Pursuant to FAR clause 52.228-5, Insurance-Work on a Government Installation, the Contractor will be required to present evidence to show, as a minimum, the amounts of insurance coverage indicated below:

(a) Workers Compensation and Employer's Liability. The Contractor is required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when contract operations are so commingled with a Contractor's commercial operations that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in States with exclusive or monopolistic funds that do not permit worker's compensation to be written by private carriers.

(b) General Liability. The Contractor shall have bodily injury liability insurance coverage written on the comprehensive form of policy of at least $500,000 per occurrence.

(c) Automobile Liability. The Contractor shall have automobile liability insurance written on the comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the contract. Policies covering automobiles operated in the United States shall provide coverage of at least $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage or loss.

(d) Aircraft Public and Passenger Liability. When aircraft are used in connection with performing the contract, the Contractor shall have aircraft public and passenger liability insurance. Coverage shall be at least $200,000 per person and $500,000 per occurrence for bodily injury, other than passenger injury. Coverage for passenger injury shall be at least $200,000 multiplied by the number of seats or passengers, whichever is greater.

(End of Clause)

Order of Precedence - Construction

Any inconsistency in this solicitation or contract shall be resolved by giving precedence in the following order:

(a) The Schedule (excluding the Specifications) (Sections A-H).

(b) The representations and other instructions (Sections K and L).

(c) Contract clauses (Section I).

(d) Special Project Specifications.

(e) General Specifications.

(f) Drawings and Exhibits (Section J).

PART III - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

The following attachments are a part of this solicitation and any resulting contract (see separate document(s)).

Attachment No.

Title Date No. of Pages

1 Wells Office Concrete Plans 5

2 Wage Determination NV140010 07/11/2014 NV10 5

*3 Past Performance Questionnaire 1

*Attachment will not be part of any resultant award.

Scale: 1/8" = 1'

DEMOLITION PLAN

KEY NOTES:

1. REMOVE APPROXIMATELY 325 SF RAMP AND LANDING INCLUDING RAILING AND FOOTINGS

TO 18" BELOW GROUND UNLESS NOTED OTHERWISE.

2. REMOVE APPROXIMATELY 180 SF CONCRETE AND ASPHALT SIDEWALK (5 PANELS).

3. DO NOT DISTURB PIPE AND DIRECT BURY ELECTRICAL WIRE FOR IRRIGATION SYSTEM. PIPE

AND WIRE MAY PASS THROUGH CONCRETE FOOTING.

4. REMOVE INTERNAL FOOTING WALL TO 18" BELOW FINISH GRADE.

5. FOOTING UNDER LANDING SLAB WAS POURED AGAINST BUILDING BASEMENT WALL.

PROTECT BASEMENT WALL FROM DAMAGE DURING FOOTING REMOVAL.

NOTES:

1. DEMOLITION MATERIALS ARE TO BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE

WITH LOCAL REGULATIONS.

2. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE ALERT PRIOR TO

ANY EXCAVATION.

3. VERIFY LOCATION OF AND PROTECT ON-SITE UTILITIES AND IRRIGATION LINES. LOCATIONS

SHOWN ARE APPROXIMATE ONLY. REPAIR ANY DAMAGE CAUSED TO SUCH UTILITY AND

IRRIGATION LINES.

4. OFFICE WILL BE CLOSED TO THE PUBLIC DURING DEMOLITION AND CONSTRUCTION OF THE

RAMP. THE MAXIMUM TIME OF CLOSURE WILL BE 2 WEEKS. ANCILLARY WORK NOT

ENDANGERING THE PUBLIC CAN TAKE PLACE PRIOR TO OR FOLLOWING THE CLOSURE WITH THE

PRIOR APPROVAL OF THE CONTRACTING OFFICER.

5. CONCRETE FOOTINGS ARE TO BE REMOVED TO AT LEAST 18" BELOW GROUND EXCEPT WHERE

ADDITIONAL REMOVAL IS REQUIRED TO PROVIDE CLEARANCE FOR NEW CONSTRUCTION.

6. SALVAGE LANDSCAPE ROCK AND OTHER SITE MATERIALS REMOVED TO FACILITATE DEMOLITION

AND CONSTRUCTION. REINSTALL UPON COMPLETION.

A

B

B

Scale: 1/8" = 1'

SITE PLAN

KEY NOTES:

1. CONSTRUCT 135 SF RAMP INCLUDING RAILING AND FOOTINGS. SEE SHEET 4 OF 5

FOR DETAILS. RAMP SLOPE TO BE 1" PER FOOT MAX. CROSS SLOPE TO BE 2% AT

THE TOP OF RAMP TRANSITIONING TO EXISTING SIDEWALK SLOPE AT LOWER END.

2. PLACE 4" THICK SIDEWALK CONNECTION TO RAMP. MATCH SIDEWALK GRADE

AND RISE 2% TO MATCH END OF RAMP.

3. CONSTRUCT APPROXIMATELY 70 SF LANDING INCLUDING RAILING AND FOOTINGS.

SEE SHEET 4 OF 5 FOR DETAILS. SLOPE AWAY FROM BUILDING 1% AT RIGHT

EDGE AND 2% AT TOP OF RAMP.

4. INSTALL APPROXIMATELY 180 SF CONCRETE SIDEWALK, 4" THICKNESS. PLACE

AND COMPACT AGGREGATE BASE TO BRING WALK TO GRADE. RAISE GRADE AT

CULVERT 2". CUT IN CONTROL JOINTS AT APPROX 6'.

5. CONSTRUCT REDWOOD RAILING ON PORCH STEPS. RAILING TO BE VERTICAL 2X6

MOUNTED ON 4X4 POSTS. ADD SPACER BLOCKS AS NEEDED WHERE POSTS ARE

BOLTED TO STAIRWAY STRINGERS. SEE DETAIL 2 THIS PAGE FOR ELEVATIONS.

6. GROOVE RAILING BOTH SIDES 5/16" DEEP BETWEEN

" AND 1

" BELOW TOP OF

RAILING. CHAMFER UPPER GROOVE EDGE

". OTHER GROOVE PATTERNS

MEETING SECTION 1012.3.2 OF THE IBC MAY BE APPROVED BY THE OWNER.

7. PLACE APPROX 80 SF WEED BARRIER AND RIVER ROCK 6" DEEP TO MATCH

ADJACENT LANDSCAPING IN AREA OF REMOVED RAMP.

CONCRETE SPECIFICATIONS:

1. CEMENT: ASTM C150, TYPE II.

2. AGGREGATE: 3/4" MAXIMUM COARSE AGGREGATE, FINE AGGREGATE TO BE FREE

OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN CEMENT.

3. SYNTHETIC FIBER: "FIBERMESH" MONOFILIMENT OR FIBRILLATED

POLYPROPYLENE FIBERS FOR USE IN CONCRETE, ASTM C1116, TYPE III,

" - 1

LONG.

4. COMPRESSIVE STRENGTH: 3000 PSI AT 28 DAYS.

5. MAX WATER/CEMENT RATIO: 0.50.

6. SLUMP: BETWEEN 3" AND 5".

7. AIR CONTENT: BETWEEN 4% AND 6%.

8. SYNTHETIC FIBER: 1 LB/CY MIN.

NOTES:

1. CONCRETE JOINTS AND EDGES ARE TO BE FINISHED WITH A

" RADIUS EDGING TOOL. ALL

JOINTS ARE TO BE FORMED - SAWCUT JOINTS WILL NOT BE ALLOWED.

2. ALL FLATWORK EDGES ARE TO BE FORMED USING RIGID MATERIALS. BACKFILL AGAINST

EXPOSED EDGES ONCE FORMWORK IS REMOVED.

3. FINISHES: ALL FLATWORK SURFACES ARE TO BE FINISHED WITH A MEDIUM BROOM

SURFACE. ALL OTHER TOP SURFACES TO BE FINE BROOM FINISH. EXPOSED VERTICAL

SURFACES ARE TO HAVE A RUBBED FINISH TO ELIMINATE MINOR FORM MARKINGS. ADD

GROUT AS NECESSARY TO FILL IN TIE HOLES AND OTHER IMPERFECTIONS.

4. SIDEWALKS AND OTHER FLATWORK ARE TO BE PROTECTED FROM VEHICULAR TRAFFIC

FOR 7 DAYS AND PEDESTRIAN TRAFFIC FOR 48 HOURS.

5. PROTECT CONCRETE FROM FREEZING.

6. CONCRETE WILL BE TESTED FOR STRENGTH, AIR CONTENT, TEMPERATURE AND SLUMP AT

THE CONTRACTOR'S EXPENSE. ONE TEST PER TRUCK WILL BE REQUIRED.

Scale: 1/4" = 1'

PORCH RAILING ELEVATIONS

B

B

1:12

2%

A

A

B

B

Scale: 1/4" = 1'

RAMP PLAN VIEW

1. CONSTRUCT 5 CONTROL JOINTS AT APPROX. 65" ALONG RAMP AND AT MIDDLE OF LANDING.

JOINTS TO BE CUT AND EDGED WHILE CONCRETE IS WORKABLE. SAWCUT JOINTS WILL NOT

BE ALLOWED.

2. INSTALL EXPANSION JOINTS AT THE TOP AND BOTTOM OF RAMP AND BETWEEN ALL WALLS

AND FLATWORK SURFACES.

3. PLACE 4" SIDEWALK CONNECTION PANEL AT BOTTOM OF RAMP SLOPED 2% TO SIDEWALK.

4. PROVIDE 3" WIDE SLOT IN WALL FLUSH WITH RAMP FOR DRAINAGE AT 3 LOCATIONS.

5. PLACE

" Ø WEEPHOLES 16" BELOW TOP OF WALL. LOCATE MIDWAY BETWEEN RAILING

POSTS. NOT REQUIRED WHERE HOLE WOULD EXIT BELOW GROUND SURFACE.

6. SET PAD ELEVATION ALONG WALL FLUSH WITH EDGE OF DOOR THRESHOLD.

7. REPAIR AND GROUT ROCK FACING AT CORNERS OF ENTRY WHERE DAMAGED BY RAMP

EXPANSION. PLACE EXPANSION JOINT MATERIAL AGAINST WALL AND ON TOP OF BUILDING

FOOTING WHERE IN CONTACT WITH RAMP WALLS.

8. FOOTING MAY BE STEPPED WHERE GROUND SURFACE ALLOWS 36" MIN COVER. VERIFY

DEPTH PRIOR TO CONSTRUCTION AND ADJUST FOOTING DEPTH AS NEEDED.

9. LOCATE AND PROTECT IRRIGATION WATER AND ELECTRICAL LINES NEAR LOWER END OF

RAMP. IF LINES ARE LOCATED WITHIN FOOTING, PLACE INSIDE CONDUIT THROUGH FOOTING

WALLS.

Scale: 1/4" = 1'

RAMP FRONT ELEVATION

KEY NOTES:

C

B

A

RAIL ANCHOR DETAIL

Scale: 3/8" = 1'

TYP. RAMP SECTION A-A

1. PLACE 6" AGGREGATE BASE MATERIAL COMPACTED TO 95% MDD. MATERIAL TO BE

APPROVED BY THE CONTRACTING OFFICER.

2. COMPACT BACKFILL UNDER RAMP TO 95% MDD. COMPACT BACKFILL OUTSIDE RAMP TO 85%.

BACKFILL TO BE FREE OF ROCKS OVER 6" DIA.

3. THICKEN EDGE OF LANDING ALONG BUILDING WALL TO 6" MIN FOR 8" WIDE.

4. PLACE AND GROUT 8" LONG #4 BARS INTO BUILDING FOUNDATION TO A DEPTH OF 4".

5. PLACE

" Ø WEEPHOLES 16" BELOW TOP OF WALL. LOCATE MIDWAY BETWEEN RAILING

POSTS. NOT REQUIRED WHERE HOLE WOULD EXIT BELOW GROUND SURFACE. DEPRESS

BASE MATERIAL SURROUNDING WEEPHOLE ENTRANCE.

6. SET PAD ELEVATION ALONG WALL FLUSH WITH BOTTOM EDGE OF DOOR THRESHOLD.

7. REPAIR AND GROUT ROCK FACING AT CORNERS OF ENTRY WHERE DAMAGED BY RAMP

EXPANSION. PLACE EXPANSION JOINT MATERIAL AGAINST WALL AND ON TOP OF BUILDING

FOOTING WHERE IN CONTACT WITH RAMP WALLS.

NOTES:

1. CONCRETE JOINTS AND EDGES ARE TO BE FINISHED WITH A

" RADIUS EDGING TOOL. ALL

JOINTS ARE TO BE FORMED - SAWCUT JOINTS WILL NOT BE ALLOWED.

2. ALL FLATWORK SURFACES ARE TO BE FINISHED WITH A MEDIUM BROOM SURFACE. ALL

OTHER TOP SURFACES TO BE FINE BROOM FINISH. EXPOSED VERTICAL SURFACES ARE TO

HAVE A RUBBED FINISH TO ELIMINATE MINOR FORM MARKINGS. ADD GROUT AS

NECESSARY TO FILL IN TIE HOLES AND OTHER IMPERFECTIONS.

3. PROTECT CONCRETE FROM FREEZING.

4. RAILING TO BE CONSTRUCTED OF 1-1/2" SCHEDULE 40 A-53 BLACK IRON PIPE. WELD ALL

JOINTS ALL AROUND AND GRIND SMOOTH. CLEAN AND REMOVE ALL SURFACE RUST

BEFORE COATING WITH 2 COATS PRIMER AND 2 COATS DARK BROWN PAINT. PAINT COLOR

TO BE APPROVED BY CONTRACTING OFFICER.

5. ALTERNATE RAIL ANCHORING METHODS USING PRE-FABRICATED MATERIALS MAY BE USED

WITH PRIOR APPROVAL OF THE CONTRACTING OFFICER.

Scale: 3/8" = 1'

LANDING SECTION B-B

KEY NOTES (DETAIL 1):

KEY NOTES (DETAIL 2):

General Decision Number: NV150010 03/13/2015 NV10

Superseded General Decision Number: NV20140010

State: Nevada

Construction Type: Building

County: Elko County in Nevada.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is 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 $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/02/2015 1 01/09/2015 2 02/06/2015 3 03/13/2015

ASBE0069-004 02/01/2014

Rates Fringes

ASBESTOS WORKER..................$ 29.49 13.64

CARP0971-006 07/01/2014

Rates Fringes

CARPENTER (Form Work Only).......$ 27.54 12.73

ZONE PAY:

ZONE 1: All work within 50 road miles of either Carson City Courthouse or Washoe County Courthouse shall be considered a Free Zone.

ZONE 2: All work within 50 to 150 road miles of the Washoe County Courthouse shall receive $3.00 additional per hour.

ZONE 3: All work within 150 to 300 road miles of the Washoe County Courthouse shall receive $4.00 additional per hour.

ZONE 4: Any work performed in excess of 300 road miles of the Washoe County Courthouse shall receive $5.00 additional per hour.

4/17/2015http://www.wdol.gov/wdol/scafiles/davisbacon/NV10.dvb?v=3

ELEC0401-001 11/01/2014

Rates Fringes

ELECTRICIAN......................$ 37.50 15.14

ZONE PAY: Shall be measured in air miles from the Washoe County Courthouse Zone 1 - 0 to 70…