SpecificationsWatercressRSI_20100212.doc

US Department of Agriculture

Forest Service

Region 9, Eastern Region

Forest Development Project

WATERCRESS

RECREATION AREA

RECREATION SITE IMPROVEMENT PROJECT

The Mark Twain National Forest

Eleven Point Ranger District

Doniphan, Missouri

February 12, 2010 Prepared by:

Ronnie Yimsut

Landscape Architect, WTST

John Janson

Water/Waste Water Engineer, WTST

Watercress Recreation Area

Recreation Site Improvement Project

The design and specifications for this project have been accomplished by a qualified designer. They are technically accurate and consistent with policy. Design Criteria have been coordinated and approved. It reflects the intended use considering safety, cost and management area direction. This project is consistent with the approved Forest Plan, Environmental Analysis Documents, and Design Narrative

Recommended by:

_/s/ Timothy W. Bond 2/17/2010_______

Timothy W. Bond Date

District Ranger

_/s/ Nancy Feakes 2/19/2010_______ For Kristine E. Swanson

Integrated Resources Staff Officer

_/s/ David C. Whittekiend

2/19/2010_______

David C. Whittekiend

Date

Forest Supervisor

_/s/ Amy D. Sullivan

2/17/2010_______ Amy D. Sullivan

Forest Engineer

_/s/ Karen A. Mckinley

2/22/2010_______ Karen A. McKinley

Regional Developed Recreation Program Manager

_/s/ Joan H. Price 2/22/2010_______ Joan H. Price

Regional Architect

Approved by:

_/s/ Mary Beth Borst 2/23/2010_______

For Josiah Kim

Director of Engineering

WATERCRESS RECREATION AREA

RECREATION SITE IMPROVEMENT PROJECT

SPECIFICATIONS

Division Section Title

Pages

DIVISION 01 - GENERAL REQUIREMENTS WORK

011000

SUMMARY

011400

WORK RESTRICTIONS

012700

UNIT PRICES

012800

MOBILIZATION

013100

PROJECT MANAGEMENT AND COORDINATION

013300

SUBMITTAL PROCEDURES

014000

QUALITY CONTROL

014200

REFERENCES

015000

TEMPORARY FACILITIES AND CONTROLS

017000

EXECUTION REQUIREMENTS

017700

CLOSEOUT PROCEDURES

DIVISION 02 - EXISTING CONDITIONS WORK

024116

STRUCTURE DEMOLITION

DIVISION 03 – CONCRETE WORK

033000

CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY WORK

042000

MASONRY

DIVISION 05 – METALS WORK

055000

METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES WORK

061000

CARPENTRY

DIVISION 10 – SPECIALTIES WORK

107000

SITE FURNISHINGS

DIVISION 22 – PLUMBING WORK

221114

WATER DISTRIBUTION

DIVISION 26 – ELECTRICAL WORK

260519

BASIC ELECTRICAL MATERIALS AND METHODS

262416

PANELBOARDS

262726

WIRING DEVICES

264100

RV ELECTRICAL PEDESTALS

265600

LIGHTING

DIVISION 31 – EARTHWORK WORK

310000

EARTHWORK

310001

AGGREGATE

311100

SITE CLEARING

DIVISION 32 - EXTERIOR IMPROVEMENTS WORK

321216

ASPHALT PAVING

329200

SEEDING AND MULCHING

DIVISION 33 – UTILITIES WORK

333001

SANITARY SEWERAGE

DIVISION – 01

GENERAL REQUIREMENTS WORK

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Project Summary Description: The project includes, but is not limited to, the following Work:

1. Rehabilitation of recreation area roads, camping spurs, and campsite amenities.

2. Replacement of electrical lines, water lines, hydrants, valves and appurtenances, including the submission of shop drawings complying with local codes for electrical work. Shop drawings must be submitted and approved in a timely manner so as not to cause additional work in other trades.

3. Removal of existing toilet buildings and small miscellaneous site amenities.

B. Government or Owner refers to the USDA Forest Service. Contracting Officer (CO) refers to the person assigned by the USDA Forest Service to administer the Contract. Soon after Contract award, the Contracting Officer will designate a Contracting Officers Representative (COR).

1.2 REQUIREMENTS OF THE OFFERER’S PROPOSAL

A. This project is advertised as a request for PROPOSALS and not a sealed bid solicitation. OFFERERS must submit a complete PROPOSAL prior to being considered for Contract award.

B. The Government DRAWINGS and SPECIFICATIONS are the basis for this Contract.

C. The work shall conform to the DRAWINGS as closely as possible. Those products listed in the SPECIFICATIONS are preferred products, chosen for compatibility, longevity, durability and quality. However, equal or better alternatives submitted by the OFFERER will be considered and are encouraged.

D. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work under other contracts.

3. Government furnished materials.

4. Use of premises.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Rehabilitation and reconstruction of Watercress Recreation Area near Van Buren, Missouri in Carter County, in T-27-N, R-1-W, Section 13.

How to get here:

Take Highway 60 to Van Buren. In Van Buren, proceed along US60/Main Street to the National Park Service Office on Watercress Road; follow the black-topped road past the Office; making a left turn to the bottom of the hill, approximately 1/3 mile. Refer to Cover Sheet and Context Map for more information.

B. Government Contacts:

1. Amy D. Sullivan, Forest Engineer, Mark Twain National Forest, 401 Fairgrounds Road, Rolla, Missouri 65401, Phone 573-341-7464, FAX 573-364-6844.

C. The Work consists of reconstruction and rehabilitation of Watercress Recreation Area, including the following components:

1. Division 01: Mobilization Work

Mobilization of all workforce, labor, materials and equipment, and other miscellaneous work to complete this contract.

2. Division 02: Demolition and Salvage Work A. All demolition work, including the removal and disposal of two (2) existing flush toilets, one (1) power pedestal, two (2) water hydrants, and small miscellaneous existing site furnishing items (picnic tables, steel fire rings, and lantern posts etc.) set for removal and disposal off site from eighteen (18) camp sites.

B. The Grinding, stockpiling, and REUSE of approximately 3,000SY of existing campground loop roads and spurs asphalt surface.

C. The demolition, removal and disposal of two (2) existing river bank access retaining wall structures.

3. Division 03: Concrete Work

All concrete work for new CXT flush toilet base, walkway, ramp, staircase, handrails, ADA/ABA/FSORAG water hydrants base, ADA/ABA/FSORAG fire rings base, concrete wheel stops, and ADA/ABA/FSORAG outdoor shower base (see bid schedule items on sheet 2 for detail and estimated of quantity).

NOTE: Outdoor shower base is an Optional Bid Item (OBI)

4. Division 04: Masonry Work

All masonry work for four (4) stone veneer masonry bases for the 3-panel information kiosk at Host Site.

NOTE: Stone veneer masonry base is an Optional Bid Item (OBI).

5. Division 06: Wood, Plastic, and Composite Work

All wood, plastic, plastic wood, and composite work, including one (1) 3-panel information kiosk, eighteen (18) camping spur unit numbering signs, one (1) “Host Site” sign, 250 LF of ADA/ABA/FSORAG compliant boardwalk, and 510 SF of ADA/ABA/FSORAG compliant beach viewing platforms.

NOTE: The boardwalk and platforms are Optional Bid Items (OBI).

6. Division 10: Specialties Work

All specialties work, including miscellaneous painting and striping of campground loop road, temporary traffic control measures, Government furnished site furniture installation at eighteen (18) Social Core Area sites, and eroded river bank reconstruction at two (2) locations.

NOTE: The eroded river bank reconstruction sites are Optional Bid Items (OBI).

7. Division 22: Plumbing Work

All plumbing work, including all associated materials and services as scheduled and as itemized, such as all waterlines disinfection, water drains, sewer lines connection, one (1) specified new ADA/ABA/FSORAG CXT flush toilet procurement and installation, seven (7) ADA/ABA/FSORAG water hydrants and installation, and one (1) ADA/ABA/FSORAG outdoor shower and installation.

NOTE: The outdoor shower is an Optional Bid Item (OBI).

8. Division 26: Electrical Work

All electrical work, including all associated materials and services, such as removable electric panels, connections, service lines, and associated electrical components, to six (6) specified camping sites (including Host Site), and two existing pavilions as scheduled and itemized, two (2) indoor and two (2) outdoor RAB Lighting System fixtures including associated photocells and motion sensors for the new CXT flush toilet, and one (1) outdoor RAB light fixture, sensor, and photocell for the 3-panel information kiosk at Host Site. Base bid electrical lines are those that provide service for new kiosk and new CXT flush toilet only. Shop drawings complying with local codes for electrical work must be submitted and approved in a timely manner so as not to cause additional work in other trades.

Note: Electrical work to Host Site (or Unit 01), five (5) camping spurs two (2) picnic pavilions and all associated connections and service lines are Optional Bid Items (OBI). Electrical drawings in this contract package are schematic in nature and not intended to represent a final design compliant with applicable codes. Contractor is responsible for providing shop drawings developed and approved by an electrical engineer licensed in the state of Missouri, and ensuring that construction of electrical system meets all State and local requirements. Bid pricing needs to be based on the general information provided herein, although shop drawings will be the basis for awarding these items. If there is substantial difference between the Government drawings and the final approved shop drawings, an equitable adjustment will be considered by the Government.

9. Division 31: Earth Work

All earth work, including approximately one and one quarter (1.25) acre of site clearing and grubbing, 1,300CY of excavation and backfill, 1,350CY of ¾” minus aggregate and grading for loop road and spurs, 120CY of 3/8” minus aggregate for eighteen (18) Social Core Area sites, grading and compaction, 50LF of ADA/ABA/FSORAG pathway, and approximately 1,200SF of general site rehabilitation work, including raking, mulching, and seeding work.

10. Division 32: Exterior Improvement Work

All exterior improvement work, including approximately 350 tons of asphalt pavement for campground loop road, approximately 390 tons of asphalt pavement for camping spurs, 30 tons of asphalt pavement for Host Site, 25 tons of asphalt pavement for two (2) existing CXT toilet A and B areas pavement, and 15 tons of asphalt pavement for dumpster pad.

NOTE: Optional Bid Item (OBI)

1. Asphalt pavement of 4” thick instead of 2” thick (double)

2. Seal approximately 90,000 SF areas with asphalt sealant

D. The Work shall be completed within 120 calendar days after receipt of Notice to Proceed.

1.4 WORK UNDER OTHER CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts.

1.5 GOVERNMENT FURNISHED MATERIALS (GFM)

A. Government Furnished Materials (GFM):

1. Picnic tables

2. Fire Rings.

3. Lantern posts.

4. Fee Station Tube (relocate and reuse of existing fee tube).

1.6 USE OF PREMISES

A. General: Contractor may use on-site power, water, and toilet facilities, without cost.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

SECTION 011400 - WORK RESTRICTIONS

PART 1 - GENERAL

1.1

RELATED DOCUMENTS

A.

Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2

CONTRACTOR USE OF PREMISES

A.

The Contractor shall perform all work during the contract period as stipulated, unless otherwise agreed to in writing by the USFS and the Contractor. The campground shall be closed to the public during construction period and the Contractor shall have full use of the campground area. The day-use area will remain open year around. No work is permitted without written authorization on Government Holidays.

B.

Contractor may use on-site power, water, and toilet facilities, without cost.

C.

The Contractor shall limit use of the premises to the work in areas indicated.

1.

Confine operations at the site to areas indicated.

2.

Space on the premises is available for the Contractor's storage and related activities.

3.

Schedule deliveries to minimize on-site storage of material and equipment.

4.

Repair damage caused by construction operations. Take precautions to protect the public.

5.

Existing materials and equipment that are removed as part of the construction operations, and that are not reused or salvaged as Government property, shall become the property of the Contractor and shall be promptly removed from the site by the Contractor.

1.3

GOVERNMENT OCCUPANCY

A.

The Government will occupy the site during the construction. Cooperate with the Government's representatives during construction operations to minimize conflicts and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government's operations.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 011400

SECTION 012700 - UNIT PRICES

PART 1 - GENERAL

1.1

SUMMARY

A.

A unit price provides an amount proposed by the Contractor and stated on the Schedule of Items as a price per unit of measurement for materials or services.

B.

Unit prices include all necessary material and labor costs, overhead, profit, taxes, shipping and other related expenses for the added or deducted work.

1.2

PROCEDURES

A.

Measurement: Method of measurement for unit prices is Lump Sum Quantity or Actual Quantity as defined below:

B.

Methods of Measurement:

1.

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

2.

Actual Quantities (AQ): These quantities denote completed units of work, as described in the Contract, including all necessary materials, equipment, and labor, to complete the job. They will be measured in the field.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 012700

SECTION 012800 - MOBILIZATION

PART 1 - GENERAL

1.1

SUMMARY

A.

Move personnel, equipment, material, and incidentals to the project, and perform all activities necessary to accomplish the work at the project site. Contractor is responsible to obtain permits, insurance, and bonds prior to the start of work under this contract.

PART 2 – PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

PART 4- MEASUREMENT & PAYMENT

A.

Measurement: Measurement will be lump sum:

B.

Payment: The accepted quantity, measured as provided above, will be paid at the contract price per unit of measurement for the PAY ITEM listed below that is DESIGNATED IN THE SCHEDULE OF ITEMS. The Mobilization lump sum will be paid as follows:

1. If applicable, bond premiums will be reimbursed according to FAR clause 52.232-5, Payment Under Fixed-Price Construction Contracts, after receipt of evidence of payment.

2. Fifty percent of the lump sum, not to exceed 5 percent of the original contract amount, will be paid following completion of 5% of the original contract amount, not including Mobilization.

3. Payment of the remaining portion of the lump sum, up to 10 percent of the original contract amount, will be paid following completion of 10 percent of the original contract amount, not including Mobilization.

4. Any portion of the lump sum in excess of 10 percent of the original contract amount will be paid after final acceptance.

B. Payment will be made under:

Pay Item

Pay Unit Mobilization

Lump Sum

END OF SECTION 012800

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1

SUMMARY

A.

This section includes certain administrative provisions for managing and coordinating construction operations.

1.2

GENERAL PROJECT COORDINATION

A.

Coordination of Trades: Coordinate construction operations to provide an efficient and orderly installation of each part of the Work.

1.3

CONSERVATION

A.

Practice conservation of energy, water and materials during construction operations.

1.4

SPILL AND EROSION CONTROL

A.

Spill and Erosion Control Plans: Develop plans to minimize erosion within construction area, specifically in area near river, stream, and body of water. See Section 311100 for required sediment control measures for River Bank Erosion Control Wall construction. Develop plans to provide for containment of hazardous materials and unplanned spills. Comply with all local, state, and federal laws for water quality conservation.

1.5

ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A.

In addition to meeting the requirements of FAR 52.236-6 for an on-site Project Superintendent, the Contractor shall provide other administrative and supervisory personnel as required for performance of the Work.

1.6

CONFERENCES AND MEETINGS

A.

Pre-construction Conference: The Contracting Officer will schedule a pre-construction conference before starting construction at a time and place convenient to the Contractor and will review responsibilities and personnel assignments in accordance with FAR 52.236-26

B.

Progress Meetings: Progress meetings at the Project Site shall be conducted at regular intervals. Dates of meetings shall be coordinated with preparation of the payment request in accordance with FAR 52.232-5.

1.

Agenda: Include topics for discussion as appropriate to the status of the Project. Include review of the Contractor's Construction Schedule and of the present and future needs of each entity present.

2.

Schedule Updating: If the progress of the work falls behind the approved Contractor’s Construction Schedule, the Contractor shall submit a supplementary schedule for approval by the Contracting Officer in accordance with FAR 52.236-15.

1.7

SUBMITTALS

A.

Spill and Erosion Control Plans shall be submitted within 15 calendar days after Notice to Proceed.

B.

Staff Names: Within 15 calendar days after Notice to Proceed, submit a list of principal staff assignments, including the Superintendent and other primary personnel. Identify individuals by name, duties and responsibilities, home address, and business and home telephone numbers. Post copies of this list in the temporary field office.

C.

Construction Schedules shall be submitted as directed in FAR 52.236-15, Schedules for Construction.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION

3.1

GENERAL COORDINATION PROVISIONS

A.

Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

B.

Construction in Progress: Keep construction in progress, adjoining materials in place, and clean during handling and installation. Apply protective coverings for protection from damage or deterioration.

C.

Completed Construction: Clean completed construction and provide maintenance to prevent damage, soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damage.

D.

Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period.

END OF SECTION 013100

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1

SUMMARY

A.

This Section and FAR 52.236-21 include requirements for Shop Drawings as defined by FAR 52.236-21, which includes, drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data and similar materials furnished by the Contractor to explain in detail specific portions of the work required by the Contract.

B.

This section includes requirements for samples and other quality assurance submittals.

C.

Product Data includes manufacturer's standard catalogs, pamphlets and other printed materials, and includes but is not limited to the following:

a.

Product specifications and installation instructions.

b.

Color charts and catalog cuts.

c.

Rough-in diagrams and templates.

d.

Wiring diagrams.

e.

Performance curves.

f.

Operational range diagrams.

g.

Mill reports.

h.

Test reports and code approvals

D.

Samples may include mailed samples, field samples or full-size physical examples erected on-site or elsewhere.

E.

Other quality assurance submittals include materials specifically prepared for the project, except drawings and schedules, such as: Certifications of compliance or conformance, manufacturer's instructions and field reports, and mix designs.

F.

Material and Product substitution shall be in accordance with FAR 52.211-6.

1.2

GENERAL SUBMITTAL REQUIREMENTS

A.

Coordination: Coordinate preparation and processing of submittals with performance of construction activities and with the Submittal Schedule.

1.

Allow sufficient time for submittal review, corrections following the initial review and re-submittal review before activities scheduled after the submittal approval.

2.

Incomplete submittals will be returned to the Contractor with no further review. Delays due to incomplete or rejected submittals will not be excused.

3.

Failure by the Contractor to provide the required submittals in a timely manner may result in progress payment requests being delayed until submittals are up-to-date.

B.

Submittal Transmittal: Transmit each submittal from the Contractor to the Government by use of a transmittal form. Minimally include the following information on the transmittal form.

1.

Project name and number.

2.

Date.

3.

Name, address and telephone number of firm or entity that prepared the submittal

4.

Names of subcontractor, manufacturer and supplier, as applicable.

5.

Category of submittal.

6.

Description of submittal.

7.

Certification by Contractor stating that submittal complies with the Contract, or statement of deviations from the requirements of the Contract.

8.

Signature of transmitter.

9.

Space to record Contractor's review and approval markings, and for Government action.

1.3

SHOP DRAWINGS

A.

Submit originally prepared information, drawn accurately to scale.

B.

Submittals: Submit four blue-line or black-line prints of each drawing submittal. One print will be marked with action taken and returned. Distribution: When submittal is approved, Contractor shall prepare three final copies and an approved reproducible translucent print copy.

C.

Drawings shall be done in AutoCad format. Upon final approval the drawings shall be emailed or sent on a CD or floppy disk to the Government.

D.

Shop drawings complying with local codes for electrical work must be submitted and approved in a timely manner so as not to cause additional work in other trades.

E.

Specifications shall be done in Microsoft Word format and a copy emailed or sent on a CD or floppy disk to the Government.

1.4

PRODUCT DATA

A.

Collect Product Data into a single submittal for each system or element of construction. Mark each copy to show specific product choices and options applicable to the project. Product Data shall include the following information, where applicable:

1.

Manufacturer's printed recommendations.

2.

Compliance with recognized trade association standards.

3.

Compliance with recognized testing standards.

4.

Applicability of testing agency labels and seals.

5.

Notation of dimensions verified for fit by field measurements.

6.

Notation of coordination requirements.

B.

Preliminary Submittal: Prior to submittal of complete Product Data, submit a preliminary single copy of that part of Product Data when selection of options is required, such as for color charts. Preliminary submittal will be returned, with selection noted, for the Contractor's use in subsequent submittals.

C.

Submittals: Unless otherwise indicated, submit not less than 3 copies of each Product Data submittal. Two copies will be retained, and the remaining copy will be marked with action taken and returned.

1.5

SAMPLES

A.

Submit full-size, fully fabricated samples, cured and finished in the manner specified. Samples shall be physically identical to the material or product proposed for use.

B.

Preliminary Submittal: Where color, pattern, texture or similar characteristics are to be selected from a manufacturer's range of standard choices, submit a preliminary single set sample of available choices.

1.6

OTHER QUALITY ASSURANCE SUBMITTALS

A.

Submit other quality assurance submittals in compliance with requirements in the individual specification sections.

1.7

REVIEW ACTION ON SUBMITTALS

A.

Except for submittals for the record or for information or for another purpose where no action and return is required, the Government will review submittals and mark returned copies to indicate action taken within a maximum time period of 15 days.

B.

Submittals that do not contain an appropriate marking of approval by the Government shall not be used for construction.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 013300

SECTION 014000 - QUALITY CONTROL

PART 1 - GENERAL

1.1

SUMMARY

A.

This section, FAR 52.246-1 and FAR 52.246-12 include requirements for quality control services to verify quality assurance requirements specified elsewhere in the Contract.

B.

The Government reserves the right to conduct independent tests.

C.

This section includes requirements for quality control services: water and sewer line pressure tests, concrete tests, drain rock and sand gradation tests, and water tests.

D.

The quality control services include tests and related actions, including reports, performed by the Contractor, independent agencies or governing authorities.

1.2

RESPONSIBILITIES

A.

Contractor Responsibilities: The Contractor shall provide for tests, inspections and other quality control services where specified in the Contract or when required by authorities having jurisdiction. Costs for these services are included in the Contract price. The Contractor shall maintain complete inspection records and make them available to the Government.

B.

The Contractor shall employ and pay for a qualified independent testing agency (Agency) to perform the quality control services.

C.

Retesting: The Contractor is responsible for retesting, including repeated inspections and other services, where results of the initial tests, inspections or other quality control services indicate noncompliance with the requirements of the Contract.

D.

Associated Services: The Contractor shall cooperate with others performing required tests, inspections and other quality control services, shall provide access to the work, and shall furnish incidental labor and facilities necessary to facilitate inspections and tests.

E.

Take adequate quantities of representative samples of materials that require testing or assist the Agency in taking samples.

1.

Deliver samples to testing laboratories.

2.

Provide security and protection of samples and test equipment at the Project site.

F.

The Agency shall provide qualified personnel to perform required inspections and tests.

G.

The Agency shall notify the Government and the Contractor of irregularities or deficiencies observed in the Work during performance of their services.

H.

The Agency is not authorized to change requirements of the Contract or approve or accept any portion of the Work. The Agency shall not perform any duties of the Contractor.

1.3

QUALIFICATIONS OF INDEPENDENT TESTING AGENCIES

A.

A qualified independent testing Agency shall be an accredited entity engaged to perform tests or inspections, and to report on and, if required, to interpret results of those tests or inspections.

1.4

SUBMITTALS

A.

Reports: The Contractor shall submit a certified written report, in duplicate, of each test, inspection or other quality control service to the Government.

B.

Written reports shall include but not be limited to the following:

1.

Date of issue.

2.

Project title and number.

3.

Name, address, and telephone number of testing agency.

4.

Dates and locations of samples and tests or inspections.

5.

Names of individuals making the test or inspection.

6.

Designation of the work and test method.

7.

Identifications of product and specification section.

8.

Complete test or inspection data.

9.

Test results and an interpretation of test results.

10.

Ambient conditions at the time of sample taking and testing.

11.

Comments or professional opinion on whether tested or inspected Work complies with Contract Document requirements.

12.

Name and signature of laboratory inspector.

13.

Recommendations on retesting.

C.

Permits, Licenses, and Certificates: For the Government's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 014000

SECTION 014200 - REFERENCES

PART 1 - GENERAL

1.1

DEFINITIONS

A.

General Explanation: Specification language often includes terms that are defined elsewhere in the Contract including the Construction Clauses. Certain terms are defined in this section. These definitions or explanations are not necessarily complete or exclusive, but are general for the Work and may be explained more explicitly in other sections.

B.

"General Conditions" refer collectively to the Construction Contract Clauses, Labor Standards and the U.S. Department of Labor Wage Decision bound into the specifications.

C.

"Indicated" refers to graphic representations, notes or schedules on the Drawings, or to requirements elsewhere in the Specifications or other Contract Documents. Terms such as "shown", "noted", "scheduled" and "specified" have the same meaning as "indicated" and are used to further help locate the reference, but no limitation on location is intended except as specifically stated.

D.

Where "directed", "authorized", "selected", "approved", or a similar term is used in conjunction with the Contractor's submittals, applications, requests and other activities, and the specifications state that an individual other than the Contracting Officer (CO) shall provide this action, it is understood that only the CO has this authority unless the individual stated is so authorized in writing by the CO.

1.

When the individual is so authorized by the CO, the Contractor may still appeal the action to the CO.

2.

The CO’s decision will be final.

3.

In no case shall the CO action be interpreted as releasing the Contractor from responsibility to fulfill the requirements of the Contract.

E.

"Regulations" include laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work.

F.

"Project site" refers to the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other work.

G.

"Furnish" means to supply and deliver to the Project site, ready for unloading, unpacking, assembling, installation and similar operations.

H.

"Install" describes operations at the Project site, including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

I.

"Provide" means to furnish and install, complete in place and ready for full use.

J.

"Cutting" refers to removal of material by cutting, sawing, drilling, breaking, chipping, grinding, excavating and similar operations.

K.

"Patching" refers to restoration of a surface to its original completed condition by filling, repairing, refinishing, closing and similar operations.

L.

"Installer" is the Contractor or another entity engaged by the Contractor, either directly or indirectly through subcontracting, to perform a particular construction operation at the Project site, including installation, erection, application and similar operations. Installers shall be skilled in the operations they perform.

M.

"Testing agency" or "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report the results of those inspections and tests.

N.

"Notice to Proceed" is the CO’s notification by letter to the Contractor to proceed with the Contract, activating the time period for construction and establishing the completion date.

1.2

CODES AND STANDARDS

A.

Applicability of Standards: Unless the Contract includes more stringent requirements, applicable construction industry standards have the same force and effect, to the extent referenced, as if bound or copied directly into the Contract. Such standards are made a part of the Contract by reference.

B.

Codes: The Work shall be performed in compliance with the latest editions of the following codes: UMC, NEC, IBC and UPC.

C.

Conflicting Requirements. Where compliance with two or more standards is specified, comply with the most stringent requirement. Refer uncertainties, and requirements that are different but apparently equal, to the CO in writing for a decision before proceeding.

D.

Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the recognized name of a trade association, standards-producing organization, authority having jurisdiction or other entity applicable to the context of the particular provision. Except as otherwise indicated, refer to the current editions of the following publications for abbreviations:

1.

"Encyclopedia of Associations: National Organizations of the U.S.", published by Gale Research.

2.

"National Trade and Professional Associations of the United States", published by Columbia Books.

3.

"Means Illustrated Construction Dictionary - New Unabridged Edition" published by R.S. Means Company, Inc.

E.

Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the associated names. The following names may be referenced in the Contract:

1. AASHTO - American Association of State Highway and Transportation

2. ACI - American Concrete Institute

3. ABA – Architectural Barriers Act

4. ADA – American’s with Disabilities Act

5. ADAAG – Americans with Disabilities Act Accessibility Guidelines

6. AI - Asphalt Institute

7. AISC - American Institute of Steel Construction

8. AITC - American Institute of Timber Construction

9. ALSC – American Lumber Standard Committee

10. ANSI - American National Standards Institute

11. ASME – American Society of Mechanical Engineers International

12. ASTM - American Society for Testing and Materials

13. AWPA - American Wood-Preservers' Association

14. AWS - American Welding Society

15. AWWA - American Water Works Association

16. CABO - Council of American Building Officials

17. CFR - Code of Federal Regulations

18. CRSI - Concrete Reinforcing Steel Institute

19. CS - Commercial Standard (U.S. Dept. of Commerce)

20. CSI - Construction Specifications Institute

21. DOT – Department of Transportation

22. EIA - Electronic Industries Association

23. EPA - Environmental Protection Agency

24. FS - Federal Specification (Publications available from GSA)

25. FSORAG – Forest Service Outdoor Recreation Accessibility Guidelines

26. GSA - General Services Administration

27. IBC – International Building Code

28. IFC – International Fire Code

29. IPC – International Plumbing Code

30. ICBO – International Conference of Building Officials

31. MCAA – Mechanical Contractors Association of America

32. MSS-Manufacturers Standardization Society of the Valve and Fittings Industry Inc.

33. NECA – National Electrical Contractors Association

34. NEMA - National Electrical Manufacturers Association

35. NEC – National Electrical Code

36. NFPA - National Fire Protection Association

37. OSHA - Occupational Safety and Health Administration (U.S. Dept. of Labor)

38. PCA - Portland Cement Association

39. SSPC - Steel Structures Painting Council - The Society for Protective Coatings

40. UFAS – Uniform Federal Accessibility Standards

41. UL - Underwriters Laboratories Inc.

42. IMC – International Mechanical Code

43. IPC – International Plumbing Code

44. USDA - U.S. Department of Agriculture

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 014200

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1

SUMMARY

A.

Provide temporary utilities, support facilities, protection, and controls required for construction. Provide project work signs and secured areas to direct safe construction operations.

1.2

QUALITY ASSURANCE

A.

Standards and Regulations: Comply with industry standards, codes, and with applicable laws and regulations of authorities having jurisdiction.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1

TEMPORARY UTILITIES

A.

Temporary Electric Power Service: Provide as needed to keep normal campground operations from being interrupted.

3.2

TEMPORARY SUPPORT FACILITIES

A.

Provide temporary enclosures for protection of construction as needed. Collect waste from construction areas and elsewhere daily.

3.3

TEMPORARY PROTECTION FACILITIES

A.

Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard involved.

3.4

OPERATION, TERMINATION, AND REMOVAL

A.

Maintain facilities in good operating condition until removal. Each temporary facility shall be removed when need for has ended.

END OF SECTION 015000

SECTION 017000 - EXECUTION REQUIREMENTS

PART 1 - GENERAL

1.1

SUMMARY

A.

This section, FAR 52.236-5, FAR 52.236-12 and FAR 52.236.17 include certain general procedural requirements governing the Contractor's execution of the Work, including, but not limited to laying out the Work, general installation of products, correction of defective Work, and cleaning.

1.2

QUALITY ASSURANCE

A.

Workmanship Standards: Initiate and maintain procedures to ensure personnel performing the Work are skilled and knowledgeable in the methods and craftsmanship needed to produce the required levels of workmanship. Remove and replace Work that does not comply with workmanship specified and standards recognized in the construction industry for the applications indicated. Remove and replace Work damaged or deteriorated by faulty workmanship or replacement of other Work.

1.

Manufacturer's Instructions: Where installations include manufactured products, comply with manufacturer's applicable installation instructions and recommendations to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in the Contract. The Contracting Officer’s Representative shall be immediately notified of conflicts between manufacturer’s instructions and the Contract.

2.

Minimum Quality and Quantity: The quality level or quantity shown or specified shall be the minimum required for the Work. Except as otherwise indicated, the Work shall comply exactly with that minimum or may be superior to that minimum. Specified numeric values are either minimums or maximums as indicated or as appropriate for the context of the requirements.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1

LAYING OUT THE WORK

A.

Before proceeding to lay out the Work, verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered notify the Contracting Officer's Representative promptly.

B.

Maintain existing benchmarks at the sites as indicated on the Drawings or replace at new locations.

C.

Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground utilities and other construction.

3.2

PREPARATION

A.

Site Improvements: The Contractor is responsible for all staking, maintaining and replacing of staking, except: The Government will establish (one time only) the locations of the Social Core Area at each campsite.

B.

Existing Utilities: Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction. Coordinate with local authorities having jurisdiction.

C.

Take field measurements as required to fit the Work properly.

3.3

INSTALLATION

A.

Locate the Work and components of the Work accurately. Make vertical work plumb and horizontal work level.

B.

Install products at the time and under conditions that will produce satisfactory results.

C.

Conduct construction operations so that no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

D.

Anchors and Fasteners: Provide anchors and fasteners as required to withstand stresses, vibration and physical distortion. Anchor each component securely in place, accurately located and aligned with other Work.

E.

Adjust operating components for proper operation without binding.

3.4

CORRECTION OF DEFECTIVE WORK

A.

Repair or remove and replace defective construction. Restore damaged substrates and finishes.

B.

Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and proper adjustment of operating equipment.

C.

Remove and replace damaged surfaces that are exposed to view if the surfaces cannot be repaired without visible evidence of repair.

D.

Repair components that do not operate properly. Remove and replace operating components that cannot be repaired to operate properly.

E.

Remove and replace chipped, scratched or broken surfaces.

3.5

CLEANING

A.

Maintain the project site and work areas free of waste material and debris.

B.

Clean areas where Work is in progress to the level of cleanliness necessary for proper execution of the work.

1.

Remove liquid spills promptly.

C.

Remove debris from concealed spaces prior to enclosing the space.

D.

Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at the time of project completion.

3.6

PROTECTION

A.

Protect installed work from soiling and damage.

B.

Protective Coverings: Provide appropriate protective coverings for work that might be damaged by subsequent operations. Maintain protective coverings in place until project completion.

END OF SECTION 017000

SECTION 017700 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1

SUMMARY

A.

This Section includes requirements for Contract close out.

B.

Substantial Completion is defined as that state when the Contractor has complied with the Contract, except for minor deviations, and the project is sufficiently complete and capable of being occupied and used by the Government for the intended purpose.

1.2

SUBSTANTIAL COMPLETION

A.

Preliminary Procedures: Before requesting inspection for Substantial Completion, complete the following.

1.

Submit a list to the Contracting Officer, of incomplete items, the value of incomplete construction, and reasons the Work is not complete.

2.

Submit operation and maintenance manuals, and As-Built Drawings.

3.

Make final change over of valve keys to the Government.

4.

Complete startup testing of systems and instruction of the Government operation and maintenance personnel. Discontinue and remove temporary facilities from the site, along with mockups, construction tools, and similar elements.

B.

Inspection Procedures: The Contracting Officer will notify the Contractor of Substantial Completion following an inspection or advise the Contractor of construction that must be completed or corrected before Substantial Completion.

1.

The Government will repeat the inspection when requested and when assured that the Work is substantially complete.

2.

Results of the completed inspection for Substantial Completion will form the basis of the requirements for Final Acceptance.

1.3

FINAL ACCEPTANCE

A.

Preliminary Procedures: Before requesting inspection for Final Acceptance, complete the following:

1.

Submit final payment request with releases and supporting documentation not previously submitted and accepted.

2.

Submit an updated final statement accounting for final additional changes to the Contract price.

3.

Submit written verification of the completion of the previous Substantial Completion inspection list of items.

4.

Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents.

5.

Submit record documents and similar final record information.

6.

Deliver tools, spare parts, extra stock and similar items.

7.

Complete final clean-up requirements including touch-up painting of marred surfaces.

B.

Final Inspection Procedure: The Government will inspect the Work upon receipt of notice from the Contractor that the Work, including inspection list items from earlier inspections, has been completed, except for items whose completion is delayed under circumstances acceptable to the CO.

1.

Upon completion of inspection, the CO will notify the Contractor of Final Acceptance or will advise the Contractor of Work that it is incomplete or of obligations that have not been fulfilled and are required for Final Acceptance.

1.4

RECORD DOCUMENT SUBMITTALS

A.

Record Drawings: Maintain a clean, undamaged set of red line prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark the drawing that is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.

B.

Record Product Data: Maintain one copy of each Product Data submittal. Note related Change Orders and markup of Record Drawings and Specifications.

1.

Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site and from the manufacturer’s installation instructions and recommendations.

2.

Give particular attention to concealed products and portions of the Work that cannot otherwise be readily determined later by direct observation.

1.5

OPERATION AND MAINTENANCE MANUALS

A.

Organize operation and maintenance data in suitable sets of manageable size and provide 2 copies to the Government. Bind properly indexed data in individual, heavy-duty, 2-inch (51 mm), 3-ring, vinyl-covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information.

1.

Emergency instructions.

2.

Spare parts lists.

3.

Copies of warranties.

4.

Inspection procedures.

5.

Shop Drawings and Product Data.

1.6

UTILITY LINES SITE PLAN

A.

Provide an accurately dimensioned site plan showing survey location and elevation of all utility lines, including valves, connections and changes in direction, as installed under the Contract within property lines and outside of building walls. Provide 4 copies to the Contracting Officer for review and approval. Final payment for utility work will not be processed until review and approval of these utility drawings.

1.

Points where utility lines leave buildings shall be dimensioned from building corners.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1

CLOSEOUT PROCEDURES

A.

Operation and Maintenance Instructions: Arrange for each Installer of equipment that requires regular maintenance to meet with the Government’s personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer’s representatives or installers. Include the following:

1.

Maintenance manuals.

2.

Record documents.

3.

Spare parts and materials.

4.

Tools.

5.

Hazards.

6.

Cleaning.

7.

Warranties and bonds.

B.

As part of instruction for operating equipment, demonstrate the following procedures to site maintenance personnel:

1.

Startup.

2.

Shutdown.

3.

Emergency operations.

4.

Safety procedures.

3.2

FINAL CLEANING

A.

Clean each surface or unit to the condition expected in a normal, commercial cleaning and maintenance program. Comply with manufacturer’s instructions.

1.

Complete the following cleaning operations before requesting inspection for Final Acceptance.

a.

Remove labels that are not permanent labels.

b.

Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other substances that are noticeable vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials.

c.

Clean exposed exterior and interior hard-surfaced finishes to a dust-free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps.

d.

Clean the site, including landscape development areas, of rubbish, litter and other foreign substances. Sweep paved areas broom clean, and remove stains, spills, and other foreign deposits. Rake beach areas and other grounds that are neither paved nor planted to a smooth, even-textured surface.

B.

Compliance: Do not burn waste materials. Do not bury debris or excess materials on Government property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from the site and dispose of it lawfully.

END OF SECTION 017700

DIVISION – 02

EXISTING CONDITIONS WORK

SECTION 024116 - STRUCTURE DEMOLITION

PART 1 - GENERAL

1.1

SUMMARY

A.

This Section includes the following:

1. Demolition of two (2) existing concrete flush toilets.

2. Demolition of two (2) existing concrete slabs and fountains.

3. Demolish other miscellaneous items as indicated on the drawings.

4. Grinding, stockpiling, and reuse of approximately 3,000 SY of asphalt materials.

5. Demolition of two (2) existing river bank access retaining wall structures.

1.2

DEFINITIONS

A.

Demolish: Demolish, remove and recycle all materials off site.

B.

Recycle: Recovery of demolition waste for subsequent processing in preparation for reuse.

1.3

MATERIALS OWNERSHIP

A.

Unless otherwise indicated, removed waste becomes property of Contractor.

B.

On-site sale of removed items or materials is not permitted.

PART 2 - PRODUCTS

2.1

SO…