Final_Specifications_(1).pdf

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL CAPITAL REGION

DESIGN AND CONSTRUCTION BRANCH

WASHINGTON, D.C.

Provide Safe Visitor Access to the Historic Burnside Bridge

Specifications

Antietam National Battlefield Sharpsburg, Maryland

FINAL SUBMISSION

May 24, 2017

Prepared by:

Alpha Corporation Dulles, VA

Contract No. P14PC00248 Task Order No. 10

NPS PMIS No. 215835

TABLE OF CONTENTS

TABLE OF CONTENTS

PMIS No. 215835

Visitor Access to Burnside Bridge

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 11 00 SUMMARY OF WORK

SECTION 01 27 00 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 33 00 SUBMITTALS

SECTION 01 50 00 TEMPORARY SERVICES, FACILITIES AND

CONTROLS

SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS

DIVISION 03 – CONCRETE

SECTION 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

SECTION 04 01 40.61 STONE REPAIR

SECTION 04 01 40.62 STONE REPOINTING

DIVISION 05 – METALS

SECTION 05 72 00 METAL GUARDRAIL SYSTEM

DIVISION 09 – FINISHES

SECTION 09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 31 – EARTHWORK

SECTION 31 10 00 SITE CLEARING

SECTION 31 20 00 EARTH MOVING

DIVISION 32 – EXTERIOR IMPROVEMENTS

SECTION 32 13 13 CONCRETE PAVING

SECTION 32 13 73 CONCRETE PAVING JOINT SEALANTS

SUMMARY OF WORK 01 1100 - 1

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 the Antietam National Battlefield, Burnside Bridge

Overlook Trail (ANTI). The contractor shall conduct all operations based on the consideration that work is being completed on hallowed ground. Special care should be taken whenever disturbing any items located in the park.

B. The work of this contract includes, but not limited to the following work, as detailed in the specification sections and as shown on the attached drawings:

1. Remove the heavily damaged/worn asphalt over concrete walkway starting at the

McKinley monument and ending at Burnside Bridge.

2. Repair the stone swale that runs beside walkway.

3. Dismantle, rebuild and repoint the existing stone retaining wall from the McKinley monument to Burnside Bridge.

4. Remove existing concrete bench seat foundations.

5. Furnish and install new handrails as shown on the drawings.

6. Replace existing concrete stairs and reuse existing handrail.

7. Repoint existing stone steps.

8. Add high performance coating to existing railing.

9. Add high performance non-slip coating to concrete bridges.

1.4 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

SUMMARY OF WORK 01 1100 - 2

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.

1.5 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.

1.6 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS (See Section 01 5000)

SUMMARY OF WORK 01 1100 - 3

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

1.7 MATERIALS AND EQUIPMENT

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

1.8 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.

SUMMARY OF WORK 01 1100 - 4

Visitor Access to Burnside Bridge

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

SUMMARY OF WORK 01 1100 - 5

Visitor Access to Burnside Bridge 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.

1.9 ACCIDENT PREVENTION

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

1.10 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

SUMMARY OF WORK 01 1100 - 6

Visitor Access to Burnside Bridge

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 1100

DEFINITION OF CONTRACT LINE ITEMS

01 27 00 - 1

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

1.1 SUMMARY

A. The intent of this section is to explain, in general, what is and what is not included in a contract line item, and the limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of the work, include the costs in a related item.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item No. 1: Site Demolition.

1. This item consists of furnishing all material, equipment, and labor for the demolition of the concrete walkway, selective demolition of the stone retaining wall, preparation of footing surfaces, excavations, shoring of excavations and chain link fences.

2. Payment will be made at the contract lump sum price.

B. Contract Line Item No. 2: Concrete Pedestrian Paving.

1. This item consists of furnishing all material, equipment and labor to construct concrete slabs, concrete sidewalks, concrete steps, pedestrian bridge coating, repainting bridge railings, retaining wall and walkway mockups, concrete tests, soil tests and all lab fees for testing.

2. Payment will be made at the contract lump sum price.

C. Contract Line Item No. 3: Wall and Swale Repair and Replacement.

1. This item consists of furnishing all material, equipment and labor to construct the cable handrail system, stone wall reconstruction, repointing stone wall, repointing stone drainage swale, repairing subgrade at stone drainage swale, stone replacement at drainage swale, and dry packing of cavities.

2. Measurement for payment will be made on a lump sum items (LS).

3. Payment will be made at the contract lump sum price.

DEFINITION OF CONTRACT LINE ITEMS

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01 27 00 - 2

D. Contract Line Item No. 4: Erosion Control.

1. This item consists of furnishing all material, equipment and labor to construct the construction entrance and all silt fences.

2. Payment will be made at the contract lump sum price.

E. Contract Line Item No. 5: Maintenance of Traffic (MOT).

1. This item consists of furnishing all material, equipment, and labor to provide traffic signage and Jersey Barriers.

2. Payment will be made at the contract linear foot price.

END OF SECTION 01 27 00

SUBMITTALS

01 3300- 1

SECTION 01 3300 - 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 1100 “Summary of Work “specifies requirements for submittal of inspection and test reports.

2. Division 01 Section 01 7000 "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

01 3300- 2

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 3310. 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

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, 01 3300- 3 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 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.

01 3300- 4

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 3310. 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 3310.

01 3300- 5

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)

01 3300- 6 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.

01 3300- 7

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01 3300

TEMPORARY SERVICES, FACILITIES AND CONTROLS

01 5000 - 1

SECTION 01 5000 - 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 3300.

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. Provide temporary pedestrian access on roadway as shown on sheet TC-01 of the approved drawings.

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

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

3 .2 CONTRACTOR'S USE OF PREMISES

01 5000 - 2

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

B. Electricity is not available. Contractor to provide electrical power as necessary to accomplish the work.

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. 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.

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.

E. WATER:

1. Contractor shall provide all potable water for construction activities. Provide potable water for 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.

01 5000 - 3

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. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.

1. Identification Signs: Provide and install Project identification signs.

2. Temporary Signs: Provide and install other signs as indicated and as required to inform public and individuals seeking entrance to Project.

a. Provide and install temporary, directional signs for construction personnel and visitors.

b. Provide and install signage for Hard Hat Area, No Trespassing, Trail Closed, Detour, etc.

3. Maintain and touch up signs so they are legible at all times.

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.

01 5000 - 4

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.

4. Provide systems for control of atmospheric pollutants.

a. Prevent toxic concentrations of chemicals.

01 5000 - 5

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. Store products up off the ground on blocking or skids. Store all materials in accordance with manufacturer’s recommendations with seals and labels accessible for inspection. Cover all materials subject to damage or deterioration with impervious sheet coverings; provide adequate ventilation to avoid condensation.

5. Store loose granular material(s) in a well-drained area on solid surface to prevent mixing with foreign matter.

6. Storage areas shall be left clean after completion of Work and all areas restored to their conditions at commencement of Work to satisfaction of the COR.

01 5000 - 6

C. Damaged Material: Any materials that are found to be damaged or stored in any manner other than stated above will be automatically rejected, removed and replaced at the Contractor’s expense.

D. Protection after Installation: Provide adequate coverings as necessary to protect installed materials from damage resulting from natural elements, traffic, & subsequent construction.

Remove protective coverings when no longer needed.

E. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the park superintendent. A special permit will not relieve

Contractor of liability for damage which may result from moving of equipment.

1. Comply with motor vehicles regulations found in the State of Maryland and all posted regulations found in the park.

3 .6 FIRE PREVENTION AND PROTECTION

A. Responsible person: A capable and qualified person shall be placed in charge of fire protection.

B. Hazard Control: Take all necessary precautions to prevent fire during construction.

C. Provide and maintain extinguisher(s) having a minimum UL rating of 2-A:10-B:C.

D. Spark Arresters: Utilize spark arrestors on power equipment. Determinations of periods and areas of potential fire hazard will be as determined by the park superintendent.

E. Service and Refueling Areas: Locate areas a minimum of 50 feet from buildings. Shut down equipment before refueling.

3 .7 REMOVAL

A. Remove temporary materials, equipment, services and construction prior to Substantial

Completion inspection.

B. Clean and repair damage caused by installation or use of temporary facilities.

END OF SECTION 01 5000

EXECUTION AND CLOSEOUT REQUIREMENTS

01 7000- 1

SECTION 01 7000 – EXECUTION AND CLOSEOUT REQUIREMENTS

PART 1 – GENERAL

A. Drawings and general provisions of the Contract and other Division 01 Specification

Sections apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for contract closeout including, but not limited to, the following:

1. Inspection procedures.

2. Project record document submittal.

3. Operation & Maintenance manual submittal.

4. System demonstration and training.

5. Final cleaning.

B. Closeout requirements for specific construction activities are included in the appropriate

Sections in Divisions 02 through 33.

1.3 INSPECTION PROCEDURES

A. Submit written certification that project is substantially complete, and request in writing a final inspection. The Contracting Officer’s Representative (COR) will make an inspection within 10 days of receipt of request.

1. When work is determined to be substantially complete, Contracting Officer will prepare a list of deficiencies to be corrected before final acceptance and issue a

Letter of Substantial Completion. Contractor shall complete the work described on the list of deficiencies within a timeframe to be determined by the Contracting

Officer. If the Contractor fails to complete the work within this time frame, the

Contracting Officer may replace, repair, or remedy the work with an appropriate reduction in the contract price.

2. If work is not determined to be substantially complete, the Contracting Officer will notify the Contractor in writing. After completing work, the Contractor shall resubmit certification and request a new final inspection.

3. After all deficiencies have been corrected, a Letter of Acceptance will be issued.

1.4 PROJECT RECORD DOCUMENT SUBMITTALS (AS-BUILT DRAWINGS)

A. General: Provide access to record documents for the Contracting Officer's Representative reference during normal working hours. Submit Record Documents to the Contracting

Officer prior to final acceptance.

B. Record Drawings: Maintain a clean, undamaged set of blue or black line whiteprints of

Contract Drawings and Shop Drawings. Mark the set to show the actual installation where

01 7000- 2 the installation varies substantially from the Work as originally shown. Mark which drawing 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.

1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work; such as color code marking for utility lines, blue = water, yellow = gas etc.

2. Mark new information that is important to the Government but was not shown on

Contract Drawings or Shop Drawings.

3. Items required to be marked include but are not limited to:

a. Dimensional changes to the Drawings.

b. Revisions to details showed on the Drawings.

c. Depths of foundations below the first floor.

d. Locations and depths of underground utilities.

e. Revisions to routing of piping and conduits.

f. Revisions to electrical circuitry.

g. Actual equipment locations.

h. Duct size and routing.

i. Locations of concealed internal utilities.

j. Changes made by Change Order. Use cloud notation and revision number mark in a triangle.

k. Details not on original Contract Drawings.

4. Submit Record Documents (Contract Drawings and Shop Drawings) to COR prior to final acceptance.

a. Submit the original marked up set of record drawings, bound.

b. Submit one copy of the record drawings, bound (park copy).

c. Submit scanned record drawings as a single file in Adobe Acrobat (.PDF) format on a labeled CD indicating date, contract number, project title and number, contractor name and subcontractor’s as appropriate.

1.5. OPERATION AND MAINTENANCE MANUALS:

A. Organize operation and maintenance data into suitable sets of manageable size. Bind properly indexed data in individual, heavy-duty, minimum 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. Spare parts list.

2. Copies of specific warranties.

3. Wiring diagrams.

4. Recommended maintenance procedures and turn-around times.

5. Inspection and system-test procedures.

6. Copies of applicable Shop Drawings and Product Data

7. Listing of required maintenance materials and services.

8. Names and addresses of sources of maintenance materials.

9. Maintenance Drawings and diagrams.

10. Precautions against improper maintenance and exposure.

01 7000- 3

B. Submit O&M manuals to COR prior to final acceptance.

1. Submit three (3) copies of manual.

2. Submit O&M manual as a single file in Adobe Acrobat (.PDF) format on a labeled

CD.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 CLOSEOUT PROCEDURES

A. System Demonstration and Training: Within 30 days of “substantial completion”, arrange for each Installer of equipment that requires regular maintenance to meet with Government personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance procedures. Include a detailed summary of the following items:

1. Operation and Maintenance manuals.

2. Record documents.

3. Spare parts and materials.

4. Tools.

5. Lubricants.

6. Fuels.

7. Identification systems.

8. Control sequences.

9. Hazards.

10. Cleaning.

11. Warranties and bonds.

B. As part of instruction for operating equipment, demonstrate the following procedures:

1. Startup.

2. Shutdown.

3. Emergency operations.

4. Noise and vibration adjustments.

5. Safety procedures.

6. Economy and efficiency adjustments.

7. Effective energy utilization.

3.2 FINAL CLEANING

A. Cleaning: Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions. Consult with the COR and park staff to discuss appropriate cleaning materials and techniques. Employ experienced workers or professional cleaners for final cleaning.

B. Site Cleaning: Clean site of all debris, trash, surplus materials, construction equipment, containers and appurtenances. Dispose of all refuse outside the Park at a legal dumping area authorized to receive such materials. Restore pavements, grass

01 7000- 4 areas etc within the Limits of Disturbance (LOD).

END OF SECTION 01 7000

MISCELLANEOUS CAST-IN-PLACE CONCRETE

Visitor Access to Burnside Bridge

03 3053 - 1

SECTION 03 3053 - MISCELLANEOUS CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to…