2010_ALDO LEOPOLD_RFP_ARRA.pdf

Request for Proposal: AG-8399-S-10-0006

Services: RECOVERY Aldo Leopold Improvements

NAICS CODE: 237990

Due Date: 02/26/2010

This is a combined synopsis/solicitation and pre-award notice for commercial items prepared in accordance with the format in FAR Subpart 12.6 as supplemented with additional information included in this notice and in accordance with the simplified acquisition procedures authorized in FAR part 13. This announcement includes the complete solicitation and offerors are hereby requested. A hard copy solicitation will not be issued.

--Offers shall be submitted to the Gila National Forest, 3005 East Camino Del Bosque, Silver City, New

Mexico, 88061, NOT LATER THAN 4:00 PM Mountain Standard Time on 26 FEBUARY 2010.

-- Offers may be submitted on company letterhead or other commercially acceptable format and shall include the following. 1) Price. 2) Past performance questionnaire.

OMB APPROVAL NO. 2700-0042

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

AG8399-S-10-0006

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

PAGE OF PAGES

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

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

346539

6. PROJECT NO.

CIM-0306-78F

7. ISSUED BY CODE 8. ADDRESS OFFER TO

USDA Forest Service Gila National Forest 3005 E. Camino del Bosque Silver City, NM 88061

Same as block #7

9. FOR INFORMATION

CALL:

A. NAME

Billy D. Lawrence

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

575-388-8340

SOLICITATION

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

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

See Part I –The Schedule

Project Magnitude

The Government's estimate is:

between $25,000 and $100,000.

11. The Contractor shall begin performance within 10 calendar days and complete it within 90 calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)

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

(If “YES,” indicate within how many calendar days after award in Item 12B.)

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 4;00 p.m. local time Feb. 26, 2010. If this is a sealed bid solicitation, offers must 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.

B. An offer guarantee is, is not required.

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.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Computer Generated Prescribed by GSA FAR (48 CFR) 53.236-1(e)

OFFER (Must be fully completed by offeror)

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

17. The offeror agrees to perform the work at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government within 60 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.

AMOUNTS

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

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

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

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return ____ copies to issuing office.) 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, certifications, and specifications or incorporated by reference in or attached to this contract.

29. AWARD (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

BY

31C. AWARD DATE

Computer Generated STANDARD FORM 1442 BACK (REV. 4-85)

CONSTRUCTION RFP SOL NO

UNIT: Gila

PROJ NAME: Aldo Leopold Improvements

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

LINE

ITEM #

DESCRIPTION

UNIT of

ISSUE

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

Installation of Pavilion

Installation of Benches

Installation of Picnic Table

Installation of Trash Receptacles

Installation of Metal Roofs

Installation of Curb Stops

Installation of Concrete Sidewalks

Installation of Elastomeric Joint Sealer

Installation of 12: CMP

Demolition and Removal of the Existing Toilets and Sidewalks

Demolition and Removal of the Existing curb

Stops, Benches, and Trash Recepticles

PRICES SHALL INCLUDE ALL TAXES,

INCLUDING FEDERAL AND NEW MEXICO

GROSS RECEIPTS TAX.

EA

EA

EA

EA

EA

EA

Sq. Ft.

L.S.

L.S.

L.S

L.S.

Total

CHECKLIST OF MINIMUM REQUIREMENTS TO RESPOND TO THIS REQUEST FOR PROPOSAL (RFP)

____ Request For Proposal (RFP) Return Package (Be sure to include Schedule of Items and Past Performance information. See Section M)

____ Register or maintain yearly registration in CCR/ORCA (Note: See Section G, Contract Administration

Data)

____ Provide your Taxpayer ID Number (TIN) ___________________________ (Note: The TIN number you supply must match the TIN number you supplied in CCR, which maybe your EIN or SSN).

____Provide your DUNS Number _____________________

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

Scope of Contract

The work is comprised of, but not limited to, providing all required labor, equipment, supplies and materials to demolish and remove the existing narrow concrete sidewalks and toilet buildings, remove existing parking barriers, benches, trash receptacles, apply elastomeric joint sealer in remaining sidewalks, construct new concrete sidewalks and pavilion pad, install one pavilion, benches, trash receptacles and picnic facilities. Work shall also include removal of the shingle roofs on the existing 4 pavilions, and shake roof on the information kiosk and supplying installing metal shingles and metal facia on all five pavilions and kiosk.

Project Location

Work under this contract is located at Aldo Leopold Vista, Grant County, New Mexico approximately

50 miles west of Silver City, NM on Hwy 180.

SECTION 01010

SUMMARY OF WORK AND SPECIAL CONDITIONS

PART 1 GENERAL

1.01 SUMMARY

A. Description of Work: The work is comprised of, but not necessarily limited to, furnishing labor, equipment, supplies and materials to demolish and remove the existing narrow concrete sidewalks and toilet buildings, remove existing parking barriers, benches, trash receptacles, apply elastomeric joint sealer in remaining sidewalks, construct new concrete sidewalks and pavilion pad, install one pavilion, benches, trash receptacles and picnic facilities. Work shall also include removal of the shingle roofs on the existing 4 pavilions, and shake roof on the information kiosk and supplying installing metal shingles and metal facia on all five pavilions and kiosk.

B. Location: Work under this contract is located at Aldo Leopold Vista, Grant County, New Mexico approximately 50 miles west of Silver City, NM on Hwy 180.

1.02 REFERENCES

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

B. Construction which is not governed by a local building code or the Contract Specifications will be governed by the more stringent provisions of the latest published edition, or Statute adopted edition, of the following applicable codes:

AASHTO American Association of State Highway and Transportation

Officials

444 N. Capitol Street, N.W., Suite 225

Washington, DC 20001

ACI American Concrete Institute

P. O. Box 19150, Redford Station

Detroit, MI 48219

AI Asphalt Institute

Asphalt Institute Building

College Park, MD 20740

AISC American Institute of Steel Construction

400 North Michigan Avenue

Chicago, IL 60611

AISI American Iron and Steel Institute

1000 16 th

St., N.W.

Washington, DC 20036

AIT American Institute of Timber Construction

333 W. Hampden Avenue

Englewood, CO 80110

ANSI American National Standards Institute

1430 Broadway

New York, NY 10018

ASHC American Society of Hardware Consultants

7711 Old Springhouse Rd.

McLean, VA 22102-3474

ASTM American Society of Testing and Materials

1916 Race Street

Philadelphia, PA 19103

AWI Architectural Woodwork Institute

2310 S. Water Reed Dr.

Arlington, VA 22206

AWPA American Wood Preservers‘ Association

P. O. Box 849

Stevensville, MO 21666

AWS American Welding Society, Inc.

P. O. Box 351040

Miami, FL 33135

CPSC Consumer Products Safety Commission

Superintendent of Documents

Owner Printing Office

Washington, DC 20402

CRSI Concrete Reinforcing Steel Institute

180 North LaSalle Street, Room 2110

Chicago, IL 60601

FS Federal Specifications/Standards

Superintendent of Documents

Owner Printing Office

Washington, DC 20402

NAAMM National Association of Architectural Metal Manufacturers

221 N. LaSalle St.

Chicago, IL 60601-1426

NBS National Bureau of Standards

Gaithersburg, MD 20899

NFPA National Fire Protection Association

Batterymarch Park

Quincy, MA 02269

NPCA National Paint and Coatings Association

1500 Rhode Island Avenue, N.W.

Washington, DC 20005

NWMA National Woodwork Manufacturing Association, Inc.

205 W. Touhy Ave.

Park Ridge, IL 60068

OSHA Occupational Safety and Health Administrations‘ Standards

U. S. Department of Labor

Denver Area Office

333 West Colfax Ave.

Denver, CO 80204

PCA Portland Cement Association

5420 Old Orchard Rd.

Skokie, IL 60076

SSPC Steel Structures Painting Council

4400 5 th

Ave.

Pittsburgh, PA 15213

WCLIB West Coast Lumber Inspection Bureau

P. O. Box 23145

Portland, OR 97225

WRI Wire Reinforcement Institute, Inc.

8361A Greensboro Dr.

McLean, VA 22102

WWPA Western Wood Products Association

1500 Yeon Building

Portland, OR 97204

1. NOTE: Federal specifications and catalogues may be obtained at Business Service Centers of

Regional Offices of the General Services Administration, Washington, DC; Boston, MA; New

York, NY; Philadelphia, PA; Atlanta, GA; Chicago, IL: Kansas City, MO; Ft. Worth, TX; Denver, CO; San Francisco, CA; and Auburn, WA.

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

NFPA Life Safety Code

National Fire Protection Association

Batterymarch Park

Quincy, MA 02269

UBC Uniform Building Code

International Conference of Building Officials

5360 S. Workman Mill Rd.

Whittier, CA 90601

UL Underwriters‘ Laboratories, Inc.

333 Pfingston Rd.

Northbrook, IL 60062

1.03 QUALITY ASSURANCE

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

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

C. Measurements: Where approved manufacturers‘ diagrams and shop drawings give specific measurements or rough-in dimensions for equipment, these dimensions shall take precedence over dimensions indicated on the drawings.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Delivery: The Contractor shall protect products, incorporated into the work, from damage while in transit to the site. Products must be delivered in original unopened containers with manufacturers‘ name and brand designation and contents legibly indicated. The containers shall bear the referenced specification number, type and class as applicable.

B. Storage: The Contractor shall provide temporary storage facilities for products complying with manufacturers‘ recommendations that will protect them from damage until installation of the project and final acceptance. The storage area shall permit access for inspection and handling.

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

1.05 PROJECT/SITE CONDITIONS

A. Access to the Work: Contractor shall coordinate with the Government for all access to the site.

1.06 SEQUENCING AND SCHEDULING

A. Requirements: The Contractor shall be responsible for operations necessary to complete the work, including coordination with other crafts relative to the contractor‘s requirements. Work shall be scheduled in such a manner as to avoid delays in overall construction and permit proper installation of work.

1.07 MISCELLANEOUS REQUIREMENTS

A. The organization of these specifications into Divisions, Sections and Articles, and the arrangement of the drawings, shall not control the Contractor in dividing the work among subcontractors or in establishing the extent of work to be performed by any trade.

B. Field verification of scale dimensions is required since actual locations, distances, and levels will be governed by actual field conditions.

1.08 CONSTRUCTION SCHEDULE AND PROGRESS CHARTS:

A. Within 10 days after receipt of Notice to Proceed, the Contractor shall prepare and submit to the

Contracting Officer‘s Representative for approval a practicable progress schedule. The schedule shall show the order in which the Contractor proposes to carry on the work, the date of which he will start the several major activities (including procurement of materials, plants, and equipment), and the contemplated dates for completing same. The schedule shall be in the form of a progress chart of suitable scale to indicate graphically the percentages of work scheduled for completion at any time. As the Work progresses, the Contractor shall enter on the chart the actual progress at the end of each partial payment period or at such intervals as directed by the COR. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the COR. Three copies of the updated schedule shall be delivered at such intervals as directed by the COR.

1.09 CUTTING AND PATCHING: In addition to the requirements of the General Conditions, Contractor shall perform all cutting and patching required to remove and replace work not conforming to the requirements of the Contract

Documents, to uncover ill-timed work for inspection, to replace defective work, to make parts fit properly, etc., and shall:

A. Perform all cutting and patching in strict accordance with pertinent requirements of these Specifications and, in the event no such requirements are determined, in conformance with the COR‘s written direction.

B. Prior to cutting which affects structural safety, submit written request to the COR for permission to proceed with cutting.

C. Prior to cutting and patching performed pursuant to the COR‘s instructions, submit cost estimate to the

COR. Secure the COR‘s approval of cost estimates and type of cost reimbursement before proceeding with cutting and patching.

D. Submit written notice to the COR designating time the work will be uncovered, to provide for the COR‘s observation.

E. Perform all other cutting and patching needed to comply with the Contract Documents at no additional cost to the Government.

1.10 RECORD DRAWINGS: In accordance with the requirements of the General Conditions, the COR will provide the contractor with a set of reproducible drawings to the original bidding documents, as required and at contractor‘s expense, as follows:

A. If the Contractor elects to vary from the Contract Documents, and secures prior approval of the COR, for any phase of the work other than those listed below, he shall record in a neat readable manner all such variances on the reproducible drawings furnished.

B. The following requirements apply to all Record Drawings.

1. They shall be maintained at the Contractor‘s expense.

2. All such drawings shall be done carefully and neatly by a competent draftsman and inform approved by the COR.

3. Additional drawings shall be provided as necessary for clarification.

4. They shall be kept up-to-date during the entire course of the work and shall be available on request for examination by the COR and, when necessary, to establish clearances for other parts of the work.

5. The Record Drawings shall be returned to the COR on completion of the work and are subject to the approval of the COR.

1.14 OPERATION AND MAINTENANCE MANUALS: Submit three copies of Operation and Maintenance Manual to the COR prior to indoctrination of operation and maintenance personnel. Include at least the following:

A. Neatly typewritten index near the front of the Manual, giving immediate information as to location within the Manual of all emergency data regarding installation.

B. Complete instructions regarding operation and maintenance of all equipment involved, including lubrication, disassembly, and re-assembly.

C. Complete nomenclature of all parts of all equipment.

D. Complete nomenclature and part number of all replaceable parts, name and address of nearest vendor, and all other pertinent data regarding procurement procedure.

E. Electrostatic copy of all guarantees and warranties issued.

F. Manufacturers' bulletins, cuts, and descriptive data, where pertinent, clearly indicating the precise items included in this installation and deleting, or otherwise clearly indicating, all manufacturers' data with which this installation is not concerned.

G. Such other data as required in pertinent other Sections of these Specifications.

1.15 TEMPORARY CONSTRUCTION AND SERVICES: The Contractor shall provide the following specific items of temporary construction and services:

A. Temporary Water:

1. Water is not available at the site but may be obtained at the Glenwood District office approximately 15 miles from the construction site.

B. Temporary Electric Service:

1. Electricity is not available at the site.

C. Contractor may use existing toilet facilities. Contractor shall maintain facilities in a clean and neat condition.

D. Temporary Closures: Contractor shall erect temporary closures over openings when weather conditions render such action necessary for proper installation of any portion of the work.

E. Protection of Work in Place: Work in place that is subject to injury because of operations carried on adjacent thereto shall be covered, boarded up or substantially enclosed with adequate protection. All forms of protection shall be constructed in such manner that on completion the entire work will be delivered to the Government in unblemished condition.

F. Temporary Fire Protection: Contractor shall provide and maintain fire extinguishers and other equipment necessary for fire protection during construction. Such equipment shall be used for fire protection only.

G. Signs: No signs will be permitted on the Project except the project sign, identifying captions over offices, certain directional and warning signs required for safety and protection. Contractor shall take all necessary steps to prevent installation of any unauthorized signs, and, should any appear, cause them to be removed immediately, and repair and repaint any damage caused thereby without additional cost to the Government.

H. Temporary Buildings: All temporary buildings shall be maintained in a neat orderly appearance for the duration of the Work.

I. Removal of Temporary Construction: Temporary office facilities, toilets, storage sheds, and other construction of a temporary nature shall be removed from the site as soon as the progress of the Work will permit; and the portions of the site occupied by the same shall be properly restored.

J. Plumbing and Drainage: Surface or subsurface water or other fluids shall not be permitted to accumulate in excavations or in and about the premises. Should such conditions be encountered or develop, the fluid shall be controlled and suitably disposed of by means of temporary pumps, piping drainage lines, troughs, ditches, dams or other methods.

1.16 CLEANING UP: In addition to other provisions of the Specifications, the following shall be required:

A. Besides the ―removal of waste materials,‖ the following special cleaning shall be required just prior to acceptance.

1. Remove foreign matter, marks, stains, foreign paint, fingerprints, soil and dirt from (and have in a polished condition where applicable) the following:

a. Painted, decorated and stained Work.

b. All hardware, fixtures and incorporated equipment.

c. All finished surfaces and metal surfaces, whether interior or exterior.

d. All doors and windows.

B. Use only the cleaning materials and equipment, which are compatible with the surface being cleaned, as recommended by the manufacturer of the material or as approved by the COR.

C. In addition to the clean-up provisions of the Specifications, the Contractor shall take appropriate steps to prevent airborne dust due to the Work of the Contract. Water shall be applied wherever practical to settle and hold dust to a minimum, particularly during excavation and moving of materials.

1.17 EXAMINATION OF SITE

A. Bidders are requested to visit the site, compare the drawings and specifications with any work in place, and inform themselves of all conditions, including other work, if any, being performed. Failure to visit sites will in no way relieve the successful bidder from necessity of furnishing any materials or performing any work that may be required to complete work in accordance with drawings and specifications, without additional cost to the Government.

B. Information respecting the site of the work given in drawings or specification is believed to be reasonably correct, but the Government does not warrant either the completeness of accuracy of such information, and it is the responsibility of the contractor to verify all such information independently and to make such other examination of the conditions to be encountered during construction.

C. The Contractor acknowledges that he has investigated and satisfied himself as to the conditions affecting the work, including, but not restricted to, those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads and uncertainties and conditions of the ground, the character of equipment and facilities needed preliminary to and during prosecution of the work.

The Contractor further acknowledges that he has satisfied himself to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the sites. Any failure by the Contractor to acquaint himself with the available information will not relieve him from responsibility for estimating properly the difficulty or cost of successfully performing the work. The Government assumes no responsibility for any conclusions or interpretations made by the Contractor on the basis of the information made available by the COR.

PART 2 PRODUCTS

2.01 GENERAL

A. Pavilion

1. Shelter shall be 16 feet in diameter, 8 feet high with a 5:12 slope.

2. Structural Glue laminated wood components shall conform to the manufacturing requirements of the American Institute of Timber Construction Standards and Standard Specifications for Glue

Laminated Timber, AITC 117.

3. Adhesives shall be wet-use (waterproof) complying with ANSI/AITCA 190.1 – latest edition.

4. Steel connections and columns shall be shot blasted and TGIC powder coated with a standard brown color.

5. Roof deck shall be 2x6 tongue and groove with V- joint bottom face, kiln-dried southern yellow pine.

6. Facia shall be 2x6 southern yellow pine

7. Structure system shall be able to withstand 100 mph winds and dead load of 30 psf.

8. Pinnacle Hexagon WHX 16, manufactured by PorterCorp, 4240 N 136 th

Ave, Holland, MI, 49424

800-354-7721 or www.pinnaclewood.com meets this specification.

9. Or Approved Equal.

B. Concrete Benches

1. Size: 72‖ L x 18‖ W x 16‖ H.

2. Seating Capacity: 5-6 persons.

3. Material: Reinforced Precast Concrete.

4. Reinforcing: ½‖ diameter steel rebar.

5. Color: Smooth Stained Concrete Brown color

6. Lakeside Bench TF 5026 manufactured by Wausau Tile Inc. P.O. Box 1520 Wausau, WI 54402-

1520, 9001 Bus. Hwy 51 Rothchild, WI 54474 800-388-8728 or www.wausautile.com meets this specification.

7. Or Approved Equal.

C. Picnic Tables

1. Size: 85‖ L x 62‖ W x 33‖ H.

2. Seating Capacity: 5 persons + 1 wheelchair.

3. Material: Reinforced Precast Concrete.

4. Reinforcing: 3/8‖ diameter steel rebar.

http://www.pinnaclewood.com/ http://www.wausautile.com/

5. Color: Smooth Stained Concrete Brown color

6. HATS Table TF 3195 manufactured by Wausau Tile Inc. P.O. Box 1520 Wausau, WI 54402-

1520, 9001 Bus. Hwy 51 Rothchild, WI 54474 800-388-8728 or www.wausautile.com meets this

7. Or Approved Equal.

D. Trash Receptacles

1. Construction: Precast steel reinforced concrete.

2. Portland Cement: ASTM C150 type 1 or 3.

3. Aggregate shall meet ASTM C33 specifications.

4. 45 gallon commercial plastic liner.

5. Color uniform throughout concrete Light Brown LSB .

6. Square Concrete Waste Receptacles TC-SC-30, manufactured by fsIndustries, P.O. Box 72659

Providence, RI 02907 800-421-0314 or www.fsindustries.com meets this specification.

7. Plastic commercial liner 200-084, manufactured by fsIndustries, P.O. Box 72659 Providence, RI

02907 800-421-0314 or www.fsindustries.com meets this specification.

8. Or Approved Equal.

E. Metal Roofs

1. Steel shingles with slate texture

2. Thickness 0.0162‖ including G90 galvanization and paint coatings.

3. Shingle Accessories shall be constructed by same manufacturer

4. Color:

5. Tamko Metalworks StoneCrest Slate Steel Shingles, manufactured by Tamko Roofing Products, Inc. P.O. Box 1404, Joplin, MO 64802 800-641-4691. or www.metalworksroof.com meets this

6. Or Approved Equal.

F. Concrete Curb Stops

1. Dimensions 72‖ l x 6‖ w x 4‖ h

2. Wheelstop, manufactured by Barco Products, 11 N.Batavia Avenue, Batavia, IL 60510, 800-338-

2697, or www.barcoproducts.com meets this specification

3. Or Approved Equal

G. Trim Wood

1. Southern Yellow Pine #2

2. Pressure treated in accordance with American Wood Preservers‘ Association Standards

H. Elastomeric Joint Sealer

1. 2 part, pourable joint sealant, Self-leveling

2. Federal Specification A-A-1556A, Type M, Grade P, Class 25, T and NT

3. ASTM C920, Type M, Grade P, Class 25, T and NT

4. Stone Gray Color

5. Deck-o-Seal 125 meets this spec.

PART 3 EXECUTION

3.01 PREPARATION

A. Any monuments or benchmarks disturbed or removed during construction shall be reset by the Contractor at the Contractor‘s expense.

3.02 PROTECTION

A. Damage: Repair of damage to new construction and equipment or existing utilities resulting from construction procedures, shall not be initiated prior to notification of the COR.

http://www.wausautile.com/ http://www.fsindustries.com/ http://www.fsindustries.com/ http://www.metalworksroof.com/ http://www.barcoproducts.com/

B. Right-of-Way: Existing utility lines shall have the right-of-way over all other lines, and all lines encountered by the Contractor shall be carefully maintained in proper alignment. Should the Contractor find that the grades of new utility lines intersect existing utility lines, he shall stop the laying of the new lines until new grades are established.

C. Repairs: The Contractor shall repair damages to any new or existing active utility above or below ground, whether indicated on the drawings or not and immediately report such damage to the COR. All costs of repair for damages due to the Contractor‘s negligence will be paid by the Contractor.

3.03 GRADES, LINES AND LEVELS

A. Before starting work, the Contractor shall locate all general reference points and take such steps as are necessary to prevent their dislocations. If disturbed, the Contractor shall replace.

3.04 INSTALLATION OF FIXTURES

A. Pavilion

1. Installation in accordance with the manufacturers‘ recommendations.

2. Set in concrete foundations three feet (3’) deep by two feet (2’) diameter.

B. Benches

1. Installation in accordance with the provided drawings.

2. Insure bench shall be level after concrete pour.

C. Picnic Tables

2. Insure fixtures shall be level after concrete pour.

D. Trash Receptacles

2. Insure receptacle shall be level and secure.

E Metal Roofs

1. Manufacture‘s Standards. Steel shingles and accessories installed per manufacture‘s Installation

Guide.

2. Underlayment: High Tensile Strength Polypropylene woven fabric ―Sharkskin Ultra‖ material for use under metal roofs.

F. Concrete Curb Stops

1. Clear application area of any obstruction or debris.

2. Position wheel stops ensuring units are square and straight.

G. Aggregate Pathway

1. Clear application area of any weeds or debris.

2. Position pathway as to not create drainage problems.

H. Elastomeric Joint Sealer

1. Remove foreign substances.

2. Joints must be clean, dry and dust free.

3. Apply 2‖ tape either side of joint prior to application.

4. 2:1 width to depth ratio shall be maintained

5. Foam backer rod shall be used to control depth.

PART 4 MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT

Any work performed without the authorization of the COR will not be measured or paid for. Any materials not incorporated into the work will not be paid for. The Contractor shall be responsible for purchasing the types and quantities of materials necessary to complete this project.

Payment for the various items as specified herein shall constitute full compensation for furnishing all labor, equipment and materials and performing all operations required to complete the work in conformity with the drawings and specifications. All incidental costs in connection with work not specifically mentioned in the measurement and payment items shall be included in the contract prices for the items listed.

1. Installation of Pavilion. This item will be considered to include all supplies, equipment and labor to complete the installation of a pavilion including concrete footings and pad as designated in the specifications and drawings. Payment for this item will be made as Each.

2. Installation of Benches. This item will be considered to include all supplies, equipment and labor to complete the installation of a concrete bench including secure fastening system as designated in the specifications and drawings. Payment for this item will be made as Each.

3. Installation of Picnic Table. This item will be considered to include all supplies, equipment and labor to complete the installation of a concrete picnic table and benches including secure fastening system as designated in the specifications and drawings. Payment for this item will be made as Each.

4. Installation of Trash Receptacles. This item will be considered to include all supplies, equipment and labor to complete the installation of a concrete trash receptacle with a secure fastening system as designated in the specifications and drawings. Payment for this item will be made as Each.

5. Installation of Metal Roofs. This item will be considered to include all supplies, equipment and labor to complete the removal and disposal of the existing roofing materials and installation of a metal shingle roof including replacement of existing wood facia, installation of new underlayment, shingles, metal facia, and accessories as designated in the specifications and drawings. Payment for this item will be made as Each.

6. Installation of Concrete Curb Stops. This item will be considered to include all supplies, equipment and labor to complete the installation of a concrete curb stop including attachment pins as designated in the specifications and drawings. Payment for this item will be made as Each.

7. Installation of Concrete Sidewalks. This item will be considered to include all supplies, equipment and labor to complete the installation of the concrete sidewalks as designated in the specifications and drawings.

Payment for this item will be made as Square Foot.

8. Installation of Elastomeric Joint Sealer. This item will be considered to include all supplies, equipment and labor to complete the installation of the elastomeric joint sealer in the joints of the remaining concrete sidewalks as designated in the specifications and drawings. Payment for this item will be made as Lump Sum.

9. Installation of 12‖ CMP. This item will be considered to include all supplies, equipment and labor to complete the installation of the 12‖ CMP as designated in the specifications and drawings. Payment for this item will be made as Lump Sum.

4.02 METHOD OF PAYMENT

Pay Item Description Pay Unit

01010(01) Installation of Pavilion Each.

01010(02) Installation of Benches Each.

01010(03) Installation of Picnic Table Each.

01010(04) Installation of Trash Receptacle Each.

01010(05) Installation of Metal Roofs Each.

01010(06) Installation of Concrete Curb Stops Each.

01010(07) Installation of Concrete Sidewalks S.F.

01010(08) Installation of Elastomeric Joint Sealer L.S.

01010(09) Installation of 12‖ CMP L.S.

END OF SECTION

SECTION 01300

SUBMITTALS AND SUBSTITUTIONS

PART 1 GENERAL

1.01 DESCRIPTION

A. Work included: Make submittals required by the Contract Documents, and revise and resubmit as necessary to establish compliance with the specified requirements.

B. Related work:

1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications.

2. Individual requirements for submittals also may be described in pertinent Sections of these Specifications.

C. Work not included:

1. Unrequired submittals will not be reviewed by the COR

2. The Contractor may require his subcontractors to provide drawings, setting diagrams, and similar information to help coordinate the Work, but such data shall remain between the Contractor and his subcontractors and will not be reviewed by the COR

1.02 QUALITY ASSURANCE

A. Coordination of submittals:

1. Prior to each submittal, carefully review and coordinate all aspects of each item being submitted.

2. Verify that each item and the submittal for it conform in all respects with the specified requirements.

3. By affixing the Contractor’s signature to each submittal, certify that this coordination has been performed.

B. Contractor’s options:

1. For products specified by naming one product and manufacturer, or approved equal, provide complete specifications for any product requiring approval, other than named product.

2. For products specified only by reference standards, select any product meeting standards, by any manufacturer.

3. For products specified by naming several products or manufacturers, select any product and manufacturer named.

4. For products specified by naming only one product and manufacturer, there is no option.

1.03 SUBMITTALS

A. Make submittals of Shop Drawings, Samples, and other items in accordance with the provisions of this Section.

1. Shop Drawings and Samples: Must be dated and contain the name of the project and description or names of equipment, materials, and items, and complete information of locations at which materials or equipment are to be installed.

2. Submission: Shop Drawings and samples shall be accompanied by transmittal letter containing project name; Contractors’ name, number of Drawings and samples, titles and other pertinent data.

3. Number: The number of Shop Drawings and the number of samples which the Contractor shall submit and if necessary re-submit, is the number the Contractor requires to be retained, plus two which will be retained by the COR.

4. Manuals: (Where required to be submitted covering items included in this Work) Prepare in durable plastic binders approximately 8-1/2 by 11 inches in size and with at least the following:

a. Identification on, or readable through, the front cover, stating general nature of the manual.

b. Neatly typewritten index near the front of the manual furnishing immediate information as to location in the manual of all emergency data regarding the installation, such as phone numbers for emergency contacts.

c. Complete instructions regarding operation and maintenance of all equipment involved.

d. Complete nomenclature of all replaceable parts, their part numbers, current cost, and name and address of nearest vendor of parts.

e. Copy of all guarantees and warranties issued.

f. Copy of the approved Shop Drawings with all data concerning changes made during construction.

5. Catalogs: Where contents of manuals include manufacturer’s catalogue pages, clearly indicate the precise items included in this installation and delete, or otherwise clearly indicate, all manufacturers’ data with which this installation is not concerned.

6. Delivery: Unless otherwise specifically directed by the COR, deliver one copy of the manual to the COR and one copy to the Contracting Officer.

PART 2 PRODUCTS

2.01 SHOP DRAWINGS

A. Scale and measurements: Make Shop Drawings accurately to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the Work.

B. Types of prints required:

1. Submit Shop Drawings in a standard reproducible form plus three prints of each sheet.

2. Blueprints will not be acceptable.

C. Review comments of the COR will be shown on the sepia transparency when it is returned to the Contractor. The Contractor may make and distribute such copies as are required for his purposes.

2.02 MANUFACTURERS’ LITERATURE

A. Where contents of submitted literature from manufacturers include data not pertinent to the submittal, clearly show which portions of the contents are being submitted for review.

B. Submit the number of copies, which are required to be returned, plus two copies which will be retained by the COR.

2.03 SAMPLES

A. Provide Sample or Samples identical to the precise article proposed to be provided. Identify as described under ―Identification of Submittals‖ below.

B. Number of Samples required:

1. Unless otherwise specified, submit Samples in the quantity, which is required to be returned, plus two which will be retained by the COR.

2. By prearrangement in specific cases, a single Sample may be submitted for review.

2.04 COLORS AND PATTERNS

A. Unless the precise color and pattern is specifically called out in the Contract Documents, and whenever a choice of color or pattern is available in the specified products, submit accurate color and pattern charts to the COR for selection.

3.01 IDENTIFICATION OF SUBMITTALS

A. All submittals.

1. When material is resubmitted for any reason, transmit under a new letter of transmittal and with a new transmittal number.

2. On resubmits, cite the original submittal number for reference.

B. Accompany each submittal with a letter of transmittal showing all information required for identification and checking.

C. On at least the first page of each submittal, and elsewhere as required for positive identification, show the submittal number in which the item was included.

D. Maintain an accurate submittal log for the duration of the Work, showing current status of all submittals at all times. Make the submittal log available to the COR for his review upon request.

3.02 GROUPING OF SUBMITTALS

A. Unless otherwise specified, make submittals in groups containing all associated items to assure that information is available for checking each item when it is received.

1. Partial submittals may be rejected as not complying with the provisions of the Contract.

2. The Contractor may be held liable for delays so occasioned.

3.03 TIMING OF SUBMITTALS

A. Make submittals far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and resubmittals, and for placing orders and securing delivery.

B. In scheduling, allow at least ten working days for review by the COR following his receipt of the submittal.

3.04 CONTRACTING OFFICER’S REPRESENTATIVE’S REVIEW

A. Review by the COR does not relieve the Contractor from responsibility for errors, which may exist in the submitted data.

B. Revisions:

1. Make revisions required by the COR.

2. If the Contractor considers any required revision to be a change, he shall so notify the

COR as provided for in Paragraph 12.3 of the General Conditions.

3. Make only those revisions directed or approved by the COR.

SECTION 01500

TEMPORARY FACILITIES

1.01 DESCRIPTION

A. Work included: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to

1. Temporary utilities such as heat, water, electricity, and telephone.

2. Field office for the Contractor's personnel

3. Sanitary facilities

4. Enclosures such as tarpaulins, barricades, and canopies.

B. Related work

1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications.

2. Except that equipment furnished by subcontractors shall comply with requirements of pertinent safety regulations such equipment normally furnished by the individual trades in execution of their own portions of the Work are not part of this Section.

3. Permanent installation and hookup of the various utility lines are described in other Sections.

1.02 PRODUCT HANDLING

A. Maintain temporary facilities and controls in proper and safe condition throughout progress of the Work.

2.01 FIELD OFFICES AND SHEDS

A. Contractor's facilities

1. Provide office building and sheds adequate in size and accommodation for Contractor's offices, supply and storage.

B. Sanitary facilities

1. Provide temporary sanitary facilities in the quantity required for use by all personnel.

2. Maintain in a sanitary condition at all times.

2.02 ENCLOSURES

A. Provide and maintain for the duration of construction all scaffolds, tarpaulins, canopies, warning signs, steps, platforms bridges, and other temporary construction necessary for proper completion of the Work in compliance with pertinent safety and other regulations.

2.03 SECURITY AND PROTECTION

A. Provide facilities and services as necessary to effectively protect project from losses and persons from injury during the course of construction.

B. In addition to temporary water service for construction, and the placing of permanent fire protection facilities in operating condition at the earliest feasible date, provide fire extinguishers of types and sizes recommended by NFPA to safeguard project against fire damage.

C. Provide barricades at hazardous locations, complete with signs, general lighting, warning lights and similar devices where appropriate or required by regulations.

3.01 MAINTENANCE AND REMOVAL

A. Maintain temporary facilities and controls as long as needed for safe and proper completion of the Work.

B. Remove such temporary facilities and controls as rapidly as progress of the Work will permit; or as directed by the COR.

SECTION 01510

TEMPORARY UTILITIES

1.01 WATER

A. Contractor's sole responsibility and expense.

B. The Contractor shall be responsible for hauling water to the site and shall ensure the adequacy of such water for use for drinking and sanitation, or otherwise provide an adequate supply for such use.

C. The Government shall provide water for the contractor at the Glenwood Administrative Site if the Contractor chooses to use it. The Contractor shall provide a water supply adequate for use for construction and fire protection purposes, and for all connections, distribution facilities, and costs associated therewith.

1.02 ELECTRICITY AND LIGHTING

A. Contractor's sole responsibility.

B. The Contractor shall be responsible for locating a temporary source of electrical energy for use during the construction period, and for providing needed power to the site.

C. The Contractor shall provide necessary transformers or other equipment, make necessary connections and provide necessary distribution lines for use by all trades during construction at locations so that power can be secured at any working area with no more than 100-foot extension.

D. The Contractor shall provide and maintain temporary lighting for safe and adequate working conditions throughout all work areas, enclosures, and stairways during the construction period.

E. Temporary electrical work shall meet the requirements of the National Electrical Code (NFPA 70), latest edition.

F. Disconnect and remove all temporary equipment and materials upon completion of construction or conversion to permanent system, and repair all damage caused by temporary installations.

G. Contractor may use permanent electrical system for construction purposes provided that use is regulated to prevent interference with orderly progress of the work or adjacent facilities in use, and permanent system (including lamps) is

1.03 SANITARY FACILITIES

A. Contractor may use the existing sanitation facilities at the site but must keep them in a neat and clean manner.

1.04 OTHER

A. Temporary Heat and Protection: Contractor shall provide and maintain temporary enclosures, weather barriers, heat and ventilation as necessary to properly protect and cure all portions of the work, whether or not permanently incorporated into the project, at all times during the construction period. Do not use solid fuel burning space heaters, or use or leave unattended any equipment or apparatus which creates an unsafe condition.

B. All other temporary utilities required to complete the work to be the responsibility of and at the Contractor's sole expense.

SECTION 01530

BARRIERS

1.01 REQUIREMENTS INCLUDED

A. Furnish, install, and maintain suitable barriers as required to prevent public entry, and to protect the public, work, and existing facilities; remove when no longer needed or at completion of Work.

1.02 RELATED REQUIREMENTS

A. Section 01010: Summary of Work

2.01 MATERIALS, GENERAL

A. Materials may be new or used, suitable for the intended purpose, but must not violate requirements of applicable codes and standards.

2.02 BARRIERS

A. Materials to Contractor's option, as appropriate to serve required purpose.

3.01 GENERAL

A. Install facilities of a neat and reasonable uniform appearance, structurally adequate for required purposes.

B. Maintain barrier during entire construction period.

C. Relocate barriers as required by progress of construction.

D. Provide barriers to protect the public from excavations and hazardous conditions and operations.

3.02 REMOVAL

A. Completely remove barricades, including foundations, when construction has progressed to the point that they are no longer needed.

B. Clean and repair damage caused by installation, fill and grade areas of the site to required elevations and slopes, and clean the area.

SECTION 02040

DEMOLITION

PART 1 GENERAL

1.01 DESCRIPTION

A. Remove existing work, materials and items as indicated on the drawings, as required by job site conditions, as scheduled, and as specified herein, to accomplish new work.

B. Patch all existing surfaces that are disturbed, damaged or otherwise made defective in appearance or function by the execution of required work under this contract. Repair and resurface all disturbed areas using compatible materials to match adjacent surfaces in hardness and texture.

1.02 QUALITY ASSURANCE

A. Contractor shall coordinate construction procedures and schedule with COR, and shall comply with all applicable requirements found in the Construction Documents.

PART 2 PRODUCTS

2.01 DISPOSITION OF MATERIALS

A. Remove all materials or debris resulting from demolition operation from the site promptly. No accumulation of debris will be permitted.

B. Do not burn wood and inflammable debris resulting from demolition operations on the site.

C. All salvageable items and materials shall be carefully removed and placed without damage.

PART 3 EXECUTION

3.01 PREPARATION

A. Plan all work in advance, informing COR of procedure and schedule.

3.02 INSTALLATION

A. Protect existing buildings and adjacent surfaces, features, and property. Restore to original condition all work damaged or otherwise made defective in appearance or function by the execution of required work under this contract. Interference with use of facilities shall be kept to a minimum and all work resulting in such interference shall be performed at a time approved beforehand by the COR.

B. Remove all work carefully and only to the extent required for the final work. Remove all loose or damaged materials, caused by demolition, noted or specified to be removed.

C. Where materials are to be removed, remove such items with care to minimize damage to adjacent materials.