MANA_Roof_SOW_214078.pdf

MANASSAS NATIONAL

BATTLEFIELD PARK

12521 Lee Highway

Manassas, VA 20109

Roof Rehabilitation, Brawner Farm, Dogan House, Henry House, Stone

House, Thornberry House

PROJECT SCOPE

PMIS: 214078

NATIONAL PARK SERVICE

NATIONAL CAPITAL REGION

Prepared by Craig Chenevert, RA, Regional Historical Architect, National Capital Region

Table of Contents

DIVISION 1- GENERAL REQUIREMENTS

002116 INSTRUCTIONS TO OFFERORS

011100 SUMMARY OF WORK

012100 ALLOWANCES

012200 UNIT PRICES

013300 SUBMITTALS

TRANSMITTAL FORMS

015000 TEMPORARY SERVICES, FACILITIES AND CONTROLS

017000 EXECUTION AND CLOSEOUT REQUIREMENTS

DIVISION 2 - SITE CONSTRUCTION

024119 SELECTIVE DEMOLITION

DIVISION 3 CONCRETE

DIVISION 4 MASONRY

DIVISION 5 METALS

DIVISION 6 WOOD AND PLASTICES

061000 ROUGH CARPENTRY

DIVISION 7 THERMAL AND MOSTURE PROTECTION

073129 WOOD SHINGLES AND SHAKES

077100 ROOF SPECIALTIES

DIVISION8 DOORS AND WINDOWS

DIVISION 9 FINISHES

DIVISION 10 SPECIALTIES

DIVISION 11 EQUIPMENT

DIVISION 12 FURNISHINGS

DIVISION 13 SPECIAL CONSTRUCTION

DIVISION 14 CONVEYING SYSTEMS

DIVISION 15 MECHANICAL

DIVISION 16 ELECTRICAL

ATTACHMENT A EXPERIENCE & PAST PERFORMANCE REFERENCE

ATTACHMENT B QUOTE WORKSHEET

SECTION 002116 INSTRUCTIONS TO OFFERORS

EVALUATION FACTORS

PART 1. RFQ PREPARATION INSTRUCTIONS- GENERAL

A. Quote arrangement: Offeror shall propose five separate line items as shown in Section 012200 1.5 of this SOW.

B. Quotes shall include a separate spreadsheet detailing standard Labor, Equipment, Material, subcontractor, Labor burden, overhead, and profit.

C. Information Provided: The Government will only evaluate the information provided in the quote. The Government will not assume that an Offeror possesses any capability beyond what was established in the quote.

D. Quotes are due 2:00 pm EDT June 29, 2016 via email or fax to the Contractual point of contact :

Debra Durham debra_durham@nps.gov

703.754.1107 (fax)

PART 2. POSTED RFQ

E. Offeror’s are responsible for submitting quotes, and any modifications or revisions so as to reach the Contractual POC designated in this solicitation by the specified time mentioned above. Any quote received after the stated date will be considered “late” and will not be evaluated unless the Contracting Officer determines that late acceptance will not delay the acquisition.

PART 3. EXCLUDED OFFERORS

F. Quotes received from Offeror’s who are currently listed on the Government debarred, suspended, and proposed debarment list (www.epls.gov) will not be accepted or evaluated.

PART 3. SITE VISIT

G. Site meeting is encouraged. The site tour will help determine the work required to complete this project. Additionally, this site visit will allow for interested parties to ask any technical or contractual related questions to ultimately ensure accurate proposal development. The site visit will be conducted on the following date:

Tuesday, June 21, 2016 10:00 am – 12:00 pm Manassas National Battlefield Park 12521 Lee Highway Manassas, VA 20109

PART 4. EVALUATION FACTORS FOR AWARD

mailto:debra_durham@nps.gov

FAR 52.212-2 Evaluation -- Commercial Items (JAN 1999)

A. The Government will award a contract resulting from this solicitation to the responsible Offeror whose offer conforms to the solicitation will be most advantageous to the Government, price and other factors considered. The following factors shall be used to evaluate offers:

1. Price

2. Prior relevant experience

The award will be made on price if favorable prior relevant experience is met.

1) Price:

The Offeror’s price quote will be evaluated for reasonableness in comparison to other Offeror’s quotes and may also be evaluated against current fair market prices.

2) Prior Relevant Experience Evaluation:

The Offeror must submit the *Experience & Past Performance Reference Information Form (Attachment A) that highlights the scope, complexity, and size of three or more contracts/ purchase orders that have been performed within the last three years or that are currently being performed. The Offeror shall fill in all of the information requested on the form. Additionally, the form shall be completed individually for each of the three referenced contract / purchase orders. Please note that the referenced contracts / purchase orders may be with any Federal, State, or Local Governments, and or commercial private entities.

END SECTION

SUMMARY OF WORK

REV’D 07/8/13

01 11 00

SECTION 01 11 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, and other Division 01 Specification Sections, apply to this Section.

1.2 DESCRIPTION: This section covers the following:

A. Location and Description of Work B. Coordination C. Project Meetings D. Construction Facilities and Temporary Controls E. Materials and Equipment F. Quality Requirements G. Accident Prevention H. Archeological Protection

1.3 LOCATION AND DESCRIPTION OF WORK

A. The work of this contract is located at Manassas National Battlefield Park at the following locations:

1. Brawner Farm, 6501 Pageland Lane at Lee Highway, Manassas, VA 20109

2. Dogan House, 11910 Lee Highway, Manassas, VA 20109

3. Henry House, 6511 Sudley Road, Manassas, VA 20109

4. Stone House, 11070 Lee Highway, Manassas, VA 20109

5. Thornberry House, 5309 Sudley Road, Manassas, VA 20109

B. The work in this project scope includes furnishing all materials, labor, equipment and supervision and performing all operations required to remove and replace the wood shingles and associated materials on the Brawner Farm, Dogan House, Henry House, Stone House and Thornberry House as follows:

1. Remove all existing gutters and downspouts where applicable and carefully store them on site for re-installation.

2. Remove all existing wood shingles, shingle nails, flashing, and related roofing material.

3. Repair or replace existing deteriorated roofing components to include sheathing or wood skip sheathing.

4. Infill existing skip sheathing to make sheathing solid a minimum of 24” on all sides of all chimneys.

5. Install self-adhering underlayment around all chimneys.

6. Install wood shingles, step flashing and counter flashing, etc.

7. Re-install existing gutters and downspouts.

8. Install chimney caps on all chimneys.

1.4 BRAWNER FARM: The Brawner House is significant under Criterion A for its association with the

Battle of Second Manassas (August 28-30, 1862). The Battle of Brawner Farm was the opening engagement of Second Manassas and one of the fiercest battles of the War. Confederate forces advanced from their positions along Stony Ridge north and northeast of the farm to assail a Union column marching on the Warrenton Turnpike. Brawner Farm was caught in the crossfire until Confederate reinforcements arrived, and the tide of the battle turned. After dark, Union troops fell back from their positions on the front and withdrew from the battlefield overnight.

The National Park Service acquired the property in 1985. A chain link fence was added to the property in 1993 due to concerns about its unsafe condition. A reevaluation of the site led to a proposal to stabilize and rehabilitate the building for interpretive use, and the rehabilitation project was initiated in late 2005 for completion in 2006.

DOGAN HOUSE: The L. Dogan House is significant under Criterion A for its association with the Second Battle of Manassas (August 28-30, 1862). The house was a central part of the Second Battle of Manassas landscape and is one of three structures within the National Park Service boundary that date to the Civil War era.

The L. Dogan House is composed of two separate structures brought together in 1860. A log structure was built on the site of the present house between 1817and 1819. In 1840-1845 a small, wood framed structure was built on the Dogan family plantation. When their plantation home, Peach Grove, burned in 1860 the Dogan family created a new home by moving the frame house and attaching it to the north end of the log structure. The merged house had a central chimney and was clad in beaded weatherboard.

HENRY HOUSE: The Henry House site is significant under Criterion A for its association with the First and Second Battles of Manassas (July 21, 1861; August 28-30, 1862). The house was a key landmark feature during the defining moments of the First Battle of Manassas, and its ruins witnessed the closing action of the Second Battle of Manassas.

The existing Henry House has undergone two phases of construction. It was constructed in 1870 by Confederate veteran Norman Andrew, 4th Virginia Cavalry, and overlaps the northwest corner of the Spring Hill farm foundation. An extensive rehabilitation and restoration to return the Henry House to its 1882-1898 period of significance was completed by 2005.

STONE HOUSE: The Stone House is significant under Criterion A for its association with the First and Second Battle of Manassas (July 21, 1861; August 28-30, 1862). The house was a part of the Civil War landscape and served as a field hospital during both battles of Manassas.

From 1960-1961, extensive research and restoration was done to bring the Stone House to its Civil War era appearance. Efforts were focused on window pane replacement, reroofing, repointing, major interior restoration, and the removal of modern additions.

THORNBERRY: The Thornberry House is significant under Criterion A for its association with the First and Second Battles of Manassas (July 21, 1861; August 28-30). The structure served as a Union field hospital during the First Battle of Manassas and was a landmark on the battlefield landscape.

The Thornberry House was acquired by the National Park Service in 1966. Efforts were made to stabilize the building's foundation in 1998. Since then, the house has undergone an extensive rehabilitation that was substantially completed by 2005.

The Brawner Farm, Dogan House, Henry House, Stone House and Thornberry House were listed as contributing structures to the Manassas National Battlefield Park Historic District on the National Register on October 15, 1966 with a confirmation National Register form approved by the Keeper on April 14, 1981. An amended nomination was completed and approved by the Keeper on January 18, 2006.

1.5 COORDINATION

A. Coordinate construction operations included in various sections of these specifications to assure efficient and orderly installation of each part of the work. Coordinate construction operations included under different sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair.

3. Make provisions to accommodate items scheduled for later installation.

B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the work. Such administrative activities include, but are not limited to, the following:

1. Preparation of contractor’s construction schedule.

2. Installation and removal of temporary facilities.

3. Progress meetings.

4. Project closeout activities.

1.6 PROJECT MEETINGS

A. General: Contracting Officer’s Representative (COR) will schedule and conduct meetings and conferences at project site, unless otherwise indicated.

1. Attendees: Authorized representatives of Acquisition Division and park staff; Contractor and its superintendent; major subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference shall be familiar with project and authorized to conclude matters relating to work.

B. Pre-Construction Conference: Contracting Officer’s Representative will schedule a Pre-

Construction Conference before starting construction, at a time convenient to park staff and contractor. The conference will be held at project site or another convenient location.

1. Agenda: Subjects to be discussed will include the following:

a. Correspondence – General Procedure.

b. Contracting Officer’s Authorized Representatives.

c. Changes.

d. Submittals for Approval (General).

e. Submittals for Approval (Shop Drawings and Samples).

f. Subcontractors.

g. Labor Standards.

h. Payroll Reports.

i. Working Hours

j. Plans and Specifications.

k. Accident Prevention.

l. Park Rules and Regulations.

m. Contractor Parking and Personnel Passes

n. Payments to Contractor.

o. Liquidated Damages – Construction.

p. Tentative Construction Schedule.

C. Pre-Installation Conferences: If required, conduct a pre-installation conference at project site before each construction activity that requires coordination with other construction.

D. Progress Meetings: If necessary, the Contracting Officer’s Representative will schedule and conduct progress meetings at designated intervals. Coordinate dates of meetings with preparation of payment requests.

1.7 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS (See Section 01 50 00)

A. References:

1. FAR Clause: 52.236-9 – Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

2. FAR Clause: 52.236-10 – Operations and Storage Areas

3. FAR Clause: 52.236-14 – Availability and Use of Utility Services

1.8 MATERIALS AND EQUIPMENT

A. Reference: FAR Clause: 52.236-5 – Material and Workmanship

1.9 QUALITY REQUIREMENTS

A. Testing and inspecting services may be required to verify compliance with requirements specified or indicated. These services do not relieve the Contractor of responsibility for compliance with the Contract requirements.

1. Specific quality-control requirements for individual construction activities as specified in the

Sections may also cover production of standard products.

2. Requirements for Contractor to provide quality-control services as directed by Contracting Officer’s Representative or authorities having jurisdictions are not limited by provisions of this Section.

B. Submittals

1. Qualification Data: For testing agencies specified in “Quality Assurance” Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.

2. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, confirming that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.

3. Reports: Prepare and submit certified written reports that include the following:

a. Date of issue.

b. Project title and number. Contract number.

c. Name, address, and telephone number of testing agency.

d. Dates and locations of samples and tests or inspections.

e. Names of individuals making tests or inspections.

f. Description of the Work and test and inspection method.

g. Identification of product and Specification Section.

h. Complete test or inspection data.

i. Test and inspection results and an interpretation of test results.

j. Ambient conditions at time of sample taking and testing and inspecting.

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

l. Name and signature of laboratory inspector.

m. Recommendations on testing reinspecting.

4. Permits, licenses, and Certificates: For Contracting Officer’s Representative’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.

C. Quality Assurance

1. Fabricator Qualification: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capability to produce required units.

2. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved manufacturer to inspect installation of manufacturer’s products that are similar in material, design, and extent to those indicated for this Project.

3. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

4. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance.

5. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or products that are similar to those indicated for this Project in material design, and extent.

6. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities that are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated.

a. Requirement for specialists shall not supersede building codes and similar regulations governing the Work, nor interfere with local trade-union jurisdictional settlements and similar conventions.

7. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed.

8. Pre-construction Testing: Testing agency shall perform pre-construction testing for compliance with specified requirements for performance and test methods.

a. Contractor responsibilities include the following:

1. Provide test specimens and assemblies representative of proposed materials and construction. Provide sizes and configurations of assemblies to adequately demonstrate capability of product to comply with performance requirements.

2. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying work.

b. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Contracting Officer’s Representative, with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.

D. Quality Control

1. Contractor Responsibilities: Unless otherwise indicated, provide quality-control services specified and required by these contract documents.

a. Contractor shall engage a qualified-independent testing agency to perform these quality-control services.

2. Manufacturer’s Field Services: Where indicated, engage a factory authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing.

3. Testing Agency Responsibilities: Cooperate with Contracting Officer’s Representative and

Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.

a. Notify Contracting Officer’s Representative and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.

b. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements.

c. Submit a certified written report, in duplicate, of each test, inspections, and similar quality-control service through Contractor.

d. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the work.

4. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction of accommodate testing and inspecting.

1.10 ACCIDENT PREVENTION

A. Reference: FAR Clause: 52.236-13 Alt. I – Accident Prevention

1.11 ARCHEOLOGICAL PROTECTION

A. Reference: DOI Clause: 1489.236-73 – Archeological Findings

1. Archeological Discovery: In the event that unanticipated archeological resources are uncovered during construction operations, the contractor will suspend operations at the discovery site, notify the Contracting Officer, who shall contact the Regional Archeologist or his representative, and continue operations in other areas, until such time as the National Park Service has completed its compliance responsibilities under Section 106 of the 1966 National Historic Preservation Act, as amended.

2. Anthropic Discovery: Should any human remains be encountered, excavations will stop and the Contracting Officer will be notified immediately. The Contracting Officer, in consultation with the Regional Archeologist or his representative, and the Park Superintendent shall determine the appropriate course of action, following the Department of the Interior’s guidelines on the treatment of human remains and appropriate Federal legislation.

PART 2 – PRODUCTS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

END OF SECTION 01 11 00

SECTION 012100 – ALLOWANCES

PART 1 - General

1.1 Section Includes

A. List of quantity allowances

1.2 DEFINITION

A. Quantity allowances are included in this section for rehabilitation procedures required by the contract documents that are difficult to determine the extent of the work during the bid period. The quantity allowances at the end of this section shall be included into the base bid.

1.3 COST INCLUDED

B. Allowances shall include full compensation for all required labor, products, tools, equipment, plant transportation, services and incidentals; erection, application or installation of an item of the work;

overhead and profit.

1.4 ADJUSTMENT OF THE ALLOWANCES

C. An allowance adjustment can be made by contract modification if the actual quantity of the work defined in the allowance schedule is exceeded or is decreased by more than 10% of the stated allowance. The contract modification will be calculated using the corresponding Unit Price in section 012200.

1.5 ALLOWANCE SCHEDULE

A. Allowance 1 – Section 061000 – Patch rotted or damaged existing wood roof sheathing: Include 100 board feet per building.

END OF DOCUMENT 012100

MANA – Roof Rehabilitation

ALLOWANCES 012100

- 1

SECTION 012200 - UNIT PRICES

1.1 SECTION INCLUDES

A. List of unit prices.

1.2 DEFINITION

A. Unit price is the amount proposed by bidders, stated on the bid form, as a per unit of measurement for materials or services added to or deducted from the contract sum by contract modification, if estimated quantities of work required are increased or decreased by more than 10% or if the government desires additional work to be completed.

1.3 COSTS INCLUDED

A. Unit Price included on the Bid Form shall include full compensation for all required labor, products, tools, equipment, plant transportation, services and incidentals; erection, application or installation of an item of work; overhead and profit.

1.4 MEASUREMENT OF QUANTITIES

A. Take all measurements and compute quantities. Measurements and quantities will be verified by the government.

B. Assist by providing necessary equipment, workers and survey personnel as required.

1.5 SCHEDULE OF PRICES

A. Unit Price 1 – Remove and replace shingles and flashing on Stone House.

B. Unit Price 2 – Remove and replace shingles and flashing on Henry House.

C. Unit Price 3 – Remove and replace shingles and flashing on Brawner Farm.

D. Unit Price 4 – Remove and replace shingles and flashing on Thornberry.

E. Unit Price 5 - Remove and replace shingles and flashing on Dogan

House.

One or more Unit Price Items may be awarded.

END OF DOCUMENT 012200

UNIT PRICES 012200

SUBMITTALS

Rev’d 07/8/13

01 33 00

SECTION 01 33 00 - SUBMITTALS

A. Drawings and general provisions of the Contract, and other Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for submittals required for performance of the Work, including the following:

1. Staff Names

2. Contractor's Construction Schedule

3. Quality Assurance Reports

4. Shop Drawings

5. Product Data

6. Samples

7. List of Subcontractors

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 01 Section 01 11 00 “Summary of Work " specifies requirements for submittal of inspection and test reports.

2. Division 01 Section 01 70 00 "Execution and Closeout Requirements" specifies requirements for submittal of Project

Record Documents, Operations & Maintenance Manuals and warranties at project closeout.

1.3 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.

1. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination.

a. The Contracting Officer reserves the right to withhold action on a submittal requiring coordination with other submittals until all related submittals are received.

2. Processing: To avoid the need to delay installation as a result of the time required to process submittals, allow sufficient time for submittal review, including time for re-submittals.

a. Allow 2 weeks for initial review. Allow additional time if the Contracting Officer’s Representative (COR) must delay processing to permit coordination with subsequent submittals.

b. If rejected, allow 2 weeks for reprocessing each submittal.

c. No extension of Contract Time will be authorized because of failure to transmit submittals to the Contracting Officer sufficiently in advance of the Work to permit processing.

B. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from the Contractor to the Contracting Officer’s Representative using the NPS Transmittal Form 01 33 10. The Contracting Officer’s Representative will not accept submittals received from sources other than the Contractor.

1. On the transmittal, record relevant information and requests for data. On the form, or separate sheet, record deviations from

Contract Document requirements, including variations and limitations. Include Contractor's certification that information complies with Contract Document requirements.

2. Transmittal Form: Use the sample form at the end of this Section for transmittal of submittals.

1.4 STAFF NAMES

A. No less than (14) fourteen days prior to of commencement of construction operations, submit a list of the contractor’s principal staff assignments, including the superintendent and other personnel in attendance at the project site. Identify individuals and their duties and responsibilities.

1.5 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Bar-Chart Schedule: Prepare a fully developed, horizontal bar-chart-type, contractor's construction schedule. Submit no less than

(14) fourteen calendar days prior to commencement of work as mutually agreed and stated in the Notice To Proceed.

1. Provide a separate time bar for each significant construction activity. Schedule shall graphically indicate a period for contractor submittals (noting long lead items), Notice to Proceed, all critical components of work, and projected dates for Substantial Completion and Final Inspection.

2. Provide a continuous vertical line to identify the first working day of each week.

3. Schedule Updating: Revise the Schedule immediately after each meeting or other activity where revisions have been recognized or made.

4. The schedule shall be prepared using MS Project or MicroSoft compatible scheduling program.

5. Submit three (3) paper copies. Submission shall also be made electronically. Transmit via email attachment to the COR.

Submit in both .mpp and .pdf file formats.

1.6 QUALITY ASSURANCE REPORTS

A. Submit quality-control submittals, including design data, certifications, manufacturer's instructions, manufacturer's field reports, and other quality-control submittals as required under other sections of the Specifications.

B. Certifications: Where other sections of the Specifications require certification that a product, material, or installation complies with specified requirements, submit a notarized certification from the manufacturer certifying compliance with specified requirements.

1. Signature: Certification shall be signed by an officer of the manufacturer or other individual authorized to sign documents on behalf of the company.

C. Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies are specified in Section 01 11 00 "Summary of Work.”

1.7 SHOP DRAWINGS

A. Submit newly prepared information drawn accurately to scale. Highlight, encircle, or otherwise indicate deviations from the

Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings.

Standard information prepared without specific details or reference to the Project is not a Shop Drawing.

B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar

Drawings. Include the following information:

1. Dimensions.

2. Identification of products and materials included by sheet and detail number.

3. Compliance with specified standards.

4. Notation of coordination requirements.

5. Notation of dimensions established by field measurement.

6. Sheet Size: Except for templates, patterns and similar full-size Drawings, submit Shop Drawings on sheets at least 11 by 17 inches but no larger than 24 by 36 inches.

7. Submit three (3) copies black-line prints. The Contracting Officer’s Representative will retain two prints and return the remainder. Also submit shop drawings as a single file in Adobe Acrobat (.PDF) and Autocad (.dwg) formats. Submission shall be electronically transmitted via email attachment to the COR. Submit in both .dwg and .pdf file formats.

8. Do not use Shop Drawings without an appropriate final stamp indicating action taken by the Contracting Officer’s Representative.

1.8 PRODUCT DATA

A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes information, such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves.

1. Product Data shall be marked to show applicable choices and options. Where Product Data includes information on several products that is not required, mark to indicate the applicable information. Include the following information:

a. Manufacturer's printed recommendations.

b. Compliance with trade association standards.

c. Compliance with recognized testing agency standards.

d. Application of testing agency labels and seals.

e. Notation of dimensions verified by field measurement.

f. Notation of coordination requirements.

2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed.

3. Submittals: Submission shall be electronically transmitted via email attachment to the COR. Submit in .PDF file format.

Also submit five (5) copies of each required submittal. Submit using the NPS Transmittal Form 01 33 10. The COR will return two (2) copies or email a PDF electronic file marked with action taken and corrections or modifications required.

a. Do not proceed with installation until a copy of Product Data is in the Installer's possession.

b. Do not permit use of unmarked copies of Product Data in connection with construction.

1.9 SAMPLES

A. Submit full-size, fully fabricated Samples cured and finished, as specified, and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern.

1. Mount or display Samples in the manner to facilitate review of qualities indicated. Prepare Samples to match the

Government’s sample. Include the following:

a. Specification Section numbers and reference.

b. Generic description of the Sample.

c. Sample source.

d. Product name or name of the manufacturer.

e. Compliance with recognized standards.

f. Availability and delivery time.

2. Submit Samples for review of size, kind, color, pattern, and texture. Submit samples for a final check of these characteristics with other elements and a comparison of these characteristics between the final submittal and the actual component as delivered and installed.

a. Where variation in color, pattern, texture, or other characteristic is inherent in the material or product represented, submit at least 3 multiple units that show approximate limits of the variations.

b. Samples shall illustrate workmanship, fabrication techniques, and details of assembly, connections, operation, and similar construction characteristics.

c. On the transmittal, indicate special requests regarding disposition of Sample submittals. Samples not incorporated into the Work, or otherwise designated as the Owner's property, are the property of the Contractor and shall be removed from the site prior to Substantial Completion.

3. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation, and similar characteristics, submit three (3) sets. The Contracting Officer’s Representative will return one (1) set marked with the action taken. Submit with NPS Transmittal Form 01 33 10.

4. Maintain sets of Samples, as returned, at the Project Site, for quality comparisons throughout the course of construction.

1.10 CONTRACTING OFFICER’S ACTION

A. Except for submittals for the record or information, where action and return is required, the Contracting Officer’s Representative will review each submittal, mark to indicate action taken, and return promptly.

1. Compliance with specified characteristics is the Contractor's responsibility.

B. Action Stamp: Each submittal will receive a uniform, action stamp. The Contracting Officer’s Representative will mark the stamp appropriately to indicate the action taken, as follows:

1. Approved: When the Contracting Officer’s Representative marks a submittal "Approved," the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents. Final payment depends on that compliance.

2. Approved as Noted: When the Contracting Officer’s Representative marks a submittal "Approved as Noted," the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents. Final payment depends on that compliance.

3. Disapproved, Resubmit: When the Contracting Officer’s Representative marks a submittal "Disapproved Resubmit," do not proceed with Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal according to the notations; resubmit without delay. Repeat if necessary to obtain different action mark.

a. Do not use, or allow others to use, submittals marked "Disapproved Resubmit" at the Project Site or elsewhere where

Work is in progress.

1.11 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with Continuation Sheets.

b. Submittals Schedule.

c. Contractor's Construction Schedule.

2. Submit the preliminary Schedule of Values to COR within fifteen (15) days after award of the contract.

3. Submit finalized Schedule of values within ten (10) days from the approval date of the Overall Construction Schedule.

Submit the finalized Schedule of Values within ten (10) days after the issuance of the Notice to Proceed.

B. Format and Content: Use the Construction Specification table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the Schedule of Values:

a. Contract number.

b. PMIS number.

c. Park unit.

d. Project name and location.

e. Contractor's name and address.

f. Date of submittal.

2. Submit Schedule of Values using AIA Forms G702 and G703 or approved equivalent.

3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Specification table of contents. Provide line items for principal subcontract amounts, where appropriate. Include separate line items for operation and maintenance manuals, punch list activities, Project Record Documents, and demonstration and training.

4. When the Contracting Officer requires substantiating information, submit data justifying line item amounts in question.

5. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

6. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

a. Differentiate between items stored on-site and items stored off-site. If specified, include evidence of insurance or bonded warehousing.

7. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option.

8. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change

Orders or Construction Change Directives result in a change in the Contract Sum.

9. The equitable value of work deleted from a lump sum contract shall be determined from the approved Schedule of Values.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01 33 00

SUBMITTAL FORM - NATIONAL PARK SERVICE

Park: PMIS No.: Project: Contract No.: Date: Transmittal No.:

Sheet: 1 of:

Contractor: Subcontractor / Supplier: NPS ACTION Action

Submittal Informational

Submittal

A ct io n

S ub m itt al

In fo rm at io na l S ub m

Ite m

N o.

Specification Section No.

P ar ag ra ph

Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)

N o.

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C on tri bu te s to m ee tin g

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a nd /o r F ed

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A pp ro ve d

A pp ro ve d w ith N ot at io ns

D is ap pr ov ed

R es ub m it

A cc ep t

R ej ec t

Contractor's Signature: Recommended by:

Title: Date: I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements (FAR 52.236-21)

Title: Date:

Review Comments: Action by:

Title: Date:

Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the government is not responsible for errors or omissions

Date Received: Distribution: 1 copy each: COR, PM, PARK, CONTRACTOR. Date To Contractor: DSC TEMPLATE NCR r6/13

SUBMITTAL FORM CONTINUATION - NATIONAL PARK SERVICE

Park: PMIS No.: Project: Contract No.: Date: Transmittal No.:

Sheet: of:

Contractor: Subcontractor / Supplier: NPS ACTION Action

Submittal Informational

Submittal

A ct io n

S ub m

In fo rm at io na l S ub m

Ite m

Specification Section No.

P ar ag ra ph

Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)

N o.

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C on tri bu te s to m ee tin g

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F ed

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A pp ro ve d

A pp ro ve d w ith N ot at io ns is ap pr ov ed

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Review Comments

NCR r6/13

TEMPORARY SERVICES, FACILITIES AND CONTROLS 01 50 00

Rev’d 7/8/13 Page 1 of 5

SECTION 01 50 00 - TEMPORARY SERVICES, FACILITIES AND CONTROLS

PART 1- GENERAL

1 .1 DESCRIPTION

A. The work of this section consists of providing temporary services, facilities and controls.

B. Work also consists of furnishing, installing, and maintaining barriers to protect existing facilities from construction operations.

1 .2 SUBMITTALS

A. As specified in Section 01 33 00.

PART 2- PRODUCTS

2 .1 GENERAL

A. Material may be new or used, but shall be suitable for intended purpose. Fences and barriers shall be structurally adequate and neat in appearance.

2 .2 BARRIER TAPE

A. Banner Guard, imprinted with "CAUTION: CONSTRUCTION AREA", manufactured by Reef Industries, Inc., Houston, Texas, or approved equal

PART 3- EXECUTION

3 .1 BARRIERS

A. Protection of Public: Fence, barricade, or otherwise block off the immediate work area to prevent unauthorized entry.

B. Barrier Tape: Install where directed by Contracting Officer’s Representative (COR). Keep a minimum of two rolls on site at all times.

C. Removal: Completely remove barriers no longer needed when approved by COR.

3 .2 CONTRACTOR'S USE OF PREMISES

A. Coordinate with the COR in performing the work of this contract and the use of premises.

B. For sites where electricity is available, Government will pay cost of electricity used.

C. Provide and maintain adequate approved facilities, as required for safety and construction requirements, during progress of the work. Provide ample clearance around heaters and vent connections to prevent ignition of combustible material.

D. SANITARY FACILITIES:

1. In the event that existing facilities can not be utilized, Contractor shall provide and maintain temporary toilet facilities in accordance with the State or local Health Department and National Park Service requirements.

2. Temporary toilet facilities shall be sufficiently sturdy, lighted, ventilated, weatherproof portable chemical toilet.

Rev’d 7/8/13 Page 2 of 5

3. Place in approved locations secluded from public observation and convenient to work stations. Location to be approved by COR.

4. Relocate, as work progress requires.

5. Maintain and clean toilet facilities at least weekly.

6. Completely remove sanitary facilities on completion of work.

7. Alternatively, existing facilities located at 6511 Sudley Road, Manassas, VA 20109 or 12521 Lee Highway, Manassas, VA may be utilized by the contractor during this project.

E. WATER:

1. For sites where potable water for construction is available, verify location for water hook up with COR.

Contractor shall furnish all connections, temporary hook ups, and extensions. Government will pay costs for water used.

2. Contractor shall provide cool potable water for construction personnel and place in appropriate work locations for safe and convenient access.

F. Smoking is prohibited in the Work areas. Smoke only in a designated, approved area, kept clean at all times by the Contractor.

G. No telephone service is available on site for Contractor’s use.

H. Interruption of Existing Services: The Contractor shall not interrupt existing services without prior review and approval in writing from the COR. Provide a minimum 48-hour notice.

I. Work Areas: The Contractor shall confine all operations to as small a space as required to complete the Work. The Contractor shall not change approved Work Areas without prior review by the COR.

J. Preservation of Historic Features: Confine all operations to the work limits of the project. Protect and prevent damage to historic features, finished, and surroundings. Restore damaged areas, repairing or replacing damaged materials, at no additional expense to the government.

1. Provide temporary barriers to protect existing materials.

2. Do not fasten ropes, cables, or guys to existing structure, features, or finishes.

3. Carefully supervise construction operations near the historic structure, features and finishes to prevent damage.

K. Preservation of Natural Features: Confine all operations to work limits of the project. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

1. Provide temporary barriers to protect existing trees, plants and root zones.

2. Do not remove, injure, damage or destroy trees or other plants without prior approval from the Contracting

Officer.

3. Do not fasten ropes, cables, or guys to existing trees or other plants.

4. Carefully supervise construction operations near trees and other plants to prevent damage.

L. Conduct of Operations: No signs or advertisements shall be displayed on the construction site or within the park except with approval of the Contracting Officer.

Rev’d 7/8/13 Page 3 of 5

3 .3 CONSTRUCTION PARKING

A. Parking areas shall be approved by COR. Parking permits will be issued by COR.

B. Control vehicular parking to preclude interference with Government operations or construction operations. Prohibit parking on or adjacent to access roads or in non-designated areas.

3 .4 ENVIRONMENTAL CONTROLS

A. Take all necessary reasonable measures to reduce air and water pollution by any material or equipment used during construction.

B. Housekeeping and Rubbish Removal:

1. Keep project area neat, orderly, and in a safe condition at all times.

2. Provide refuse containers for collecting construction waste and debris. Provide individually marked containers for recycling personal items, such as aluminum cans, newspapers, glass, plastic, corrugated cardboard, etc. Recycling is highly encouraged, but not mandatory.

3. Location of container(s) larger than one cubic yard shall be proposed by the Contractor for review by COR.

Contractor shall propose location(s) for container(s) to COR. Containers shall not be delivered to site until the location(s) is approved by COR.

4. Do not use National Park Service containers for collection or disposal of waste and trash resulting from

Work.

5. Unless otherwise specified, refuse becomes the property of the Contractor and shall be disposed of outside the Park. Remove all debris and hazardous materials daily from the project site and take to a legal dumping area authorized to receive such materials.

6. All hazardous waste and materials shall be handled and disposed of in a proper and legal manner. Keep volatile wastes in covered containers.

7. The Contractor shall comply with all legal load regulations in the hauling of materials on public roads beyond the limits of the project site. Obtain information regarding rules and regulations for vehicular traffic and commercial vehicles from the State Department of Transportation.

C. Dust Control:

1. Provide positive methods and apply dust control materials to minimize raising dust from construction operations, and provide positive means to prevent air-borne dust from dispersing into the atmosphere.

2. Wet down dry materials and rubbish to prevent blowing dust.

D. Pollution Control

1. Provide methods, means and facilities required to prevent contamination of soil, water or atmosphere by the discharge of noxious substances from construction operations.

2. Provide equipment and personnel to perform emergency measures required to contain any spillage, and to remove contaminated soils or liquids.

3. Take special measures to prevent harmful substances from entering public waters.

a. Prevent disposal of wastes, effluents, chemicals, volatile wastes, oils or other such substances in sanitary or storm sewers.

Rev’d 7/8/13 Page 4 of 5

4. Provide systems for control of atmospheric pollutants.

a. Prevent toxic concentrations of chemicals.

b. Prevent harmful dispersal of pollutants into the atmosphere.

3 .5 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Delivery:

1. Deliver materials in undamaged condition, in manufacturer’s original sealed and labeled containers or packaging, with identifying labels intact and legible. Promptly inspect products, record shortages, and damaged or defective items.

2. Deliver materials in quantities required to allow for continuity of application, to minimize required storage and potential for inadvertent damage.

3. Coordinate delivery location and time with COR. Designate delivery dates for each product in the construction schedule. Materials requiring COR’s review shall not be delivered to project site until approved. Contractor’s workers shall be available to receive and unload materials and equipment delivered to site. No materials or equipment shall be delivered to site unless workers are available.

B. Storage:

1. Coordinate storage locations, number and size of storage facilities with COR. Structures shall be located to avoid interference with Work and Park operations. Move any stored products or storage facilities, under Contractor’s control, which interfere with operations of the Government or as required by progress of work with approval of COR.

2. Provide temporary sheds or other covered facilities for storage of materials subject to weather damage. If necessary, obtain and pay for the use of additional storage or work areas needed for operations.

3. Contractor shall assume full responsibility for the protection and safe keeping of products, materials, and equipment stored on the site under this contract.

4. Store material(s) out of direct exposure to the elements.