Attchmt_5_Specifications.pdf

PMIS - 226029 TABLE OF CONTENTS - 1

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS NO. OF PAGES

01 11 00 Summary of Work 01 27 00 Definition of Contract Price Items 01 31 00 Project Management & Coordination 01 32 16 Construction Schedule 01 33 23 Submittal Procedures 01 35 13.22 Archeological Protection 01 35 23 Safety Requirements 01 40 00 Quality Requirements 01 42 00 References 01 50 00 Temporary Facilities & Controls 01 56 00 Temporary Barriers 01 57 23 Temporary Storm Water Pollution Prevention 01 73 40 Execution 01 74 19 Construction Waste Management & Disposal Appendix A Project Waste Management Plan Worksheet Appendix B Standard Solid Waste Conversions 01 77 00 Closeout Procedures Appendix A Submittal List Appendix B List of Closeout Requirements

DIVISION 02 – EXISTING CONDITIONS

02 05 00 General Site Construction Requirements 02 41 00 Demolition & Abandonment

DIVISION 03 – CONCRETE

03 21 00 Concrete Reinforcing 03 31 30 Concrete, Materials and Proportioning 03 41 00 Precast Structural Concrete

DIVISION 04 – MASONRY (Section not used)

DIVISION 05 – METALS (Section not used)

DIVISION 06 – WOOD, PLASTICS & COMPONENTS (Section not used)

PMIS - 226029 TABLE OF CONTENTS - 2

DIVISION 07 – THERMAL & MOISTURE PROTECTION (Section not used)

DIVISION 08 – OPENINGS (Section not used)

DIVISION 09 – FINISHES (Section not used)

DIVISION 10 – SPECIALTIES (Section not used)

DIVISION 11 – EQUIPMENT (Section not used)

DIVISION 12 – FURNISHINGS (Section not used)

DIVISION 13 – SPECIAL CONSTRUCTION (Section not used)

DIVISION 14 – CONVEYING EQUIPMENT (Section not used)

DIVISION 21 – FIRE SUPPRESSION (Section not used)

DIVISION 22 – PLUMBING (Section not used)

DIVISION 23 – HEATING, VENTILATING & AIR CONDITIONING (Section not used)

DIVISION 25 – INTEGRATED AUTOMATION (Section not used)

DIVISION 26 – ELECTRICAL (Section not used)

DIVISION 27 – COMMUNICATIONS (Section not used)

DIVISION 28 – ELECTRONIC SAFETY & SECURITY (Section not used)

DIVISION 31 – EARTHWORK

31 05 16 Aggregates for Earthwork 31 23 00 General Excavation & Fill 31 23 33 Utility Excavation & Backfill 31 23 33.10 Restoration of Surfaces 31 25 00.10 Watering

DIVISION 32 – EXTERIOR IMPROVEMENTS (Section not used)

DIVISION 33 – UTILITIES

33 00 00 Pipe & Pipe Fittings: General Statement 33 05 23.13 Horizontal Directional Drilling 33 05 26 Utility Line Identification Marking 33 11 00 Water Utility Distribution Piping 33 12 16 Water Utility Distribution Valves 33 13 00 Disinfecting Water Utility Distribution

PMIS - 226029 TABLE OF CONTENTS - 3

DIVISION 34 – TRANSPORTATION (Section not used)

DIVISION 35 – WATERWAY & MARINE CONSTRUCTION (Section not used)

DIVISION 40 – PROCESS INTEGRATION (Section not used)

DIVISION 41 – MATERIAL PROCESSING & HANDLING EQUIPMENT (Section not used)

DIVISION 42 – PROCESS HEATING, COOLING & DRYING EQUIPMENT (Section not used)

DIVISION 43 – PROCESS GAS & LIQUID HANDLING, PURIFICATION & STORAGE

EQUIPMENT (Section not used)

DIVISION 44 – POLLUTION CONTROL EQUIPMENT (Section not used)

DIVISION 45 – INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT (Section not used)

DIVISION 46 – EQUIPMENT (Section not used)

DIVISION 48 – ELECTRICAL POWER GENERATION (Section not used)

END OF SECTION

DIVISION 01

GENERAL REQUIREMENTS

PMIS - 226029 01 11 00 - 1

SUMMARY OF WORK

SECTION 01 11 00

SUMMARY OF WORK

PART 1 – GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work phases.

3. Work under other contracts.

4. Government Furnished Materials.

5. Contractor use of premises.

6. Public use of site.

7. Occupancy requirements for buildings.

8. Work Restrictions.

9. Special Construction Requirements.

10. Soils Investigation Report.

11. Additional Reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Fort Clatsop Visitors Center, 92345 Fort Clatsop Rd, Astoria, OR 97103.

The visitor center is located on Fort Clatsop Road approximately 2 miles south of Warrenton, Oregon.

B. The Work includes the following:

1. The Work includes the replacement of water mains and appurtences at the Fort Clatsop Visistors Center. Existing pipes will be capped and abandoned. Approximately 3,100 lineal feet of pipe.

C. Project will be constructed under a single prime contract.

1.3 CONTRACTOR USE OF SITE

A. General: The Visitor Center and Headquarters remain open during construction duration.

Contractor shall coordinate with the Contracting Officer Representative (COR) to maintain public and employee access.

B. Construction Time Period: The project time period shall be sixty (60) calendar days following notice to proceed.

C. Storage of Materials: Confine storage of materials to within construction limits.

D. Preservation of Natural Features:

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1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

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

3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer and remove agreed-on roots and branches that interfere with construction.

4. Do not fasten ropes, cables, or guys to existing trees.

5. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

E. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

F. Construction Camp: Establishment of a camp within the preserve will not be permitted.

G. 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. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

1.4 PUBLIC USE OF SITE

A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public. Closures of the project area will be permitted, when required, upon specific approval of Contracting Officer.

1.5 CONDUCT OF OPERATIONS

A. At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests 48 hours in advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.6 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during the hours of 7:00 AM to 5:00 PM or during daylight hours between 6:00 AM to 5:30 PM defined as one half hour after

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sunrise to one half hour before sunset, Monday through Friday, except when otherwise indicated.

1. Weekend Hours: May be performed only with prior written consent of the contracting officer.

2. Early Morning Hours: May be performed only with prior written consent of the contracting officer.

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

2. Contractor shall be responsible for locating and preventing damage to known utilities.

If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than five (5) days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

3. Hours for Utility Shutdowns: Notify Contracting Officer not less than five (5) days in advance of proposed utility interruptions. Contracting Officer will coordinate specific hours acceptable for utility shutdowns.

PART 2 – PRODUCTS (not used)

PART 3 – EXECUTION (not used)

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DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00

DEFINITION OF CONTRACT LINE ITEMS

PART 1 – GENERAL

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 Price Item No. 1 – Meter Install

1. This price item consists of providing all labor, materials and equipment required to install the specified 6-inch water meter and concrete meter vault to a fully functional condition as detailed in the Construction Drawings. This includes, but is not limited to, completing all required excavation, providing and installing all required bedding material, installation of the specified pipe and all required fittings, 6” ultrasonic water meter, gate valves, concrete thrust blocking, concrete meter vault, drainage pipe, and installing all required trench backfill material, including compaction in accordance with the project plans and specifications.

2. No separate measurement will be made.

3. Payment will be made at the contract unit price bid per lumps sum.

B. Contract Price Item No. 2 – Hydrants

1. This price item consists of providing all labor, materials and equipment required to furnish, install, or reset existing fire hydrant assemblies including all costs for auxiliary gate valve, shackles, tie rods, concrete blocks, gravel, and painting required for complete installation of the hydrant assembly as specified in the project plans, and specifications.

2. No separate measurement will be made.

3. Payment will be made at the contract price per each.

C. Contract Price Item No. 3 – 10” PVC Water Pipeline and Appurtenances Complete (Buried)

1. This price item consists of providing all labor, materials and equipment required to install the specified 10” PVC C-900 water main to a fully functional condition. This includes, but is not limited to, completing all required excavation, providing and

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installing all required bedding material, horizontal directional drilling, installation of casing pipes, installation of the specified pipe and all required fittings and concrete thrust blocking, providing and installing all required trench backfill material, including compaction, providing and installing the specified locate tape, completion of all required testing, completion of connections to existing water mains, including connection appurtenances, and completion of surface restoration in accordance with the project plans and specifications.

2. No separate measurement will be made.

3. Payment will be made at the contract unit price per linear foot.

D. Contract Price Item No. 4 – 4” PVC Water Pipeline and Appurtenances Complete (Buried)

1. This price item consists of providing all labor, materials and equipment required to install the specified 4” PVC C-900 water main to a fully functional condition. This includes, but is not limited to, completing all required excavation, providing and installing all required bedding material, installation of the specified pipe and all required fittings and concrete thrust blocking, providing and installing all required trench backfill material, including compaction, providing and installing the specified locate tape, completion of all required testing, completion of connections to existing water mains, including connection appurtenances, and completion of surface restoration in accordance with the project plans and specifications.

2. No separate measurement will be made.

3. Payment will be made at the contract unit price per linear foot.

E. Contract Price Item No. 5 – 2” Polyethylene (PE) Water Pipeline and Appurtenances Complete (Buried)

1. This price item consists of providing all labor, materials and equipment required to install the specified 2” Polyethylene water main to a fully functional condition. This includes, but is not limited to, completing all required excavation, providing and installing all required bedding material, installation of the specified pipe and all required fittings, providing and installing all required trench backfill material, including compaction, providing and installing the specified locate tape, completion of all required testing, completion of connections to existing water mains, including connection appurtenances, and completion of surface restoration in accordance with the project plans and specifications.

2. No separate measurement will be made.

3. Payment will be made at the contract unit price per linear foot.

F. Contract Price Item No. 6 – 1” Polyethylene (PE) Water Pipeline and Appurtenances Complete (Buried)

1. This price item consists of providing all labor, materials and equipment required to install the specified 1” Polyethylene water main to a fully functional condition. This includes, but is not limited to, completing all required excavation, providing and installing all required bedding material, installation of the specified pipe and all required fittings, providing and installing all required trench backfill material, including compaction, providing and installing the specified locate tape, completion of all required testing, completion of connections to existing water mains, including connection appurtenances, and completion of surface restoration in accordance with the project plans and specifications.

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2. No separate measurement will be made.

3. Payment will be made at the contract unit price per linear foot.

G. Contract Price Item No. 7 – Install Service Meter Connections

1. This price item consists of providing all labor, materials and equipment required to furnish and install a new service meter connections including but not limited to laying & joining pipe, providing and installing the service meter and meter box, tapping the main, and necessary pipes & fittings as required in the Contract Documents and as directed by the Project Manager.

2. No separate measurement will be made.

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

H. Contract Price Item No. 8 – Install Double Check Backflow Assembly

1. This price item consists of providing all labor, materials and equipment required to furnish and install a new double check backflow preventer including but not limited to laying & joining pipe, providing and installing valves and boxes, and necessary pipes & fittings as required in the Contract Documents and as directed by the Project Manager.

2. No separate measurement will be made.

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

I. Contract Price Item No. 9 – Cut, Cap, and Abandon Existing Lines

1. This work includes, but is not limited to, removal of all above ground and at-grade features such as hydrants, pressure tanks, blowoffs and air-vac assemblies and piping, valve boxes, meter boxes, marker posts In conjunction with this work, and in coordination with the water system manager, the Contractor shall drain as much water as possible from the existing system, close all existing gate valves and plug all remaining openings with a minimum of three pipe diameters of concrete. All material resulting from the abandonment of the replaced portion of the water system not wanted by the park shall become the property of the Contractor and shall be disposed of or recycled by legally means.

2. No separate measurement will be made.

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

J. Contract Price Item No. 10 – Removing at Patching Asphalt

1. This work includes, but is not limited to all labor, material, and machinery to cut, remove, and dispose of asphalt. Also included in this work is all materials necessary to patch and repair the asphalt areas following the installation of the proposed water mains.

2. No separate measurement will be made.

3. Payment will be made at the contract price per square yard

PMIS - 226029 01 31 00 - 1

PROJECT MANAGEMENT & COORDINATION

SECTION 01 31 00

PROJECT MANAGEMENT & COORDINATION

PART 1 – GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Construction Coordination.

2. Coordination Drawings.

3. Requests for Information (RFIs).

4. Project meetings.

5. Environmental Coordination.

6. Permits

B. Related Requirements:

1. Section 01 32 16 “Construction Schedule” for preparing and submitting Contractor’s construction schedule.

2. Section 01 73 40 “Execution” for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 01 77 00 “Closeout Procedures” for coordinating closeout of the Contract.

1.2 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work.

Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Coordinate the improvements along Fort Clatsop Road with the Young River Lewis and Clark Water District. The Water District will be installing a new point of connection (POC) at the park boundary.

2. Schedule construction operations in 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.

3. Coordinate installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.

4. Make adequate provisions to accommodate items scheduled for later installation.

5. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

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

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Permit requirements.

7. Pre-installation conferences.

8. Project closeout activities.

1.3 SUBMITTALS

A. Division 01 documents: The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference.

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention Plan.

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses.

7. Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

10. Temporary Storm Water Pollution Prevention Plan (SWPP or UPPP).

B. All items listed must be provided to the Contracting Officer before the Pre-Construction Conference is held. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.

1.4 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI utilizing the form as directed by the Contracting Officer.

1. Contracting Officer will not respond to RFIs submitted by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

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1. RFI number, numbered sequentially.

2. Date.

3. RFI subject.

4. Specification Section number and title and related paragraphs, as appropriate.

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

7. Contractor's suggested resolution. If Contractor's suggested resolution impacts the

Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

8. Contractor's signature.

9. Requested date for response.

10. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Form: Complete the RFI Form as directed by the Contracting Officer.

D. Contracting Officer’s Action: Contracting Officer will review each RFI, determine action required, and respond. Contracting Officer will determine the critical nature of each RFI and issue a response accordingly.

1. The following are not considered to be RFIs and will receive no action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract

Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Contracting Officer's action may include a request for additional information, in which case time for response will date from time of receipt of additional information.

3. Contracting Officer's action on RFIs may result in the need for a change to the Contract Time or the Contract Sum. All contract changes will be processed following the terms and conditions of the contract.

1.5 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. The meeting agenda will include the following as a minimum:

1. Roles & Responsibilities/ Lines of Authority.

2. Park rules and regulations.

3. Jobsite Safety.

4. Resolution of comments on required Division 01 documents.

5. Coordination of Subcontractors.

6. Labor law application.

7. Modifications.

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8. Payments to Contractor.

9. Payroll reports.

10. Contract time.

11. Liquidated damages.

12. Contractor Performance Evaluation.

13. Display of Hotline posters.

14. Notice to proceed.

15. Correspondence procedures.

16. Acceptance/rejection of work.

17. Progress meetings.

18. Submittal procedures.

19. NPS Final Accessibility Inspection.

20. Environmental requirements.

21. Permit requirements.

22. As-constructed drawings.

23. Saturday, Sunday, and holiday.

24. Reference materials.

25. Value engineering.

B. Progress Meetings: The Contracting Officer Representative (COR) will schedule bi-weekly meetings with the Contractor.

1. Attendees: In addition to Government Representatives, each Contractor, Subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting.

Review other items of significance that could affect progress. The meeting agenda will include the following:

a. Approval of minutes of previous meetings.

b. Submittal status.

c. Review of off-site fabrication and delivery schedules.

d. Requests for information (RFI) and other issues.

e. Modifications.

f. Work in progress and projected.

1) Status of required inspections (Special Inspections, Accessibility, etc.)

g. Inspections of work in progress and projected (Special inspections,

h. Construction Schedule update (provide updated CPM).

i. Status of Project Record Drawings.

j. Other business relating to work.

k. Permit requirements.

C. Pre-installation Conferences: Conduct a pre-installation conference at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Contracting Officer of scheduled meeting dates.

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2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:

a. Contract Documents.

b. Options.

c. Related RFIs.

d. Related Change Orders.

e. Purchases.

f. Deliveries.

g. Submittals.

h. Possible conflicts.

i. Compatibility requirements.

j. Time schedules.

k. Weather limitations.

l. Manufacturer's written instructions.

m. Warranty requirements.

n. Compatibility of materials.

o. Acceptability of substrates.

p. Temporary facilities and controls.

q. Space and access limitations.

r. Regulations of authorities having jurisdiction.

s. Testing and inspecting requirements.

t. Installation procedures.

u. Coordination with other work.

v. Required performance results.

w. Protection of adjacent work.

x. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.

5. Do not proceed with installation if the conference cannot be successfully concluded.

Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

1.6 ENVIRONMENTAL COORDINATION

A. Contractor’s Environmental Manager: Designate an on-site party responsible for overseeing the Contractor’s conformance to environmental goals for the project and implementing procedures for environmental protection.

1. Qualifications: Minimum three (3) years Construction experience on projects of similar size and scope; with environmental procedures similar to those of this project;

must be familiar with environmental regulations applicable to construction operations.

2. Responsibilities: Responsibilities shall include:

a. Compliance with applicable Federal, State, and local environmental regulations, including maintaining required documentation.

b. Implementation of the Waste Management Plan (WMP.)

c. Implementation of the Storm Water Pollution Prevention Plan (SWPPP).

d. Present an overview of environmental issues and summarize site specific procedures relating to management plans at the Preconstruction conference.

e. Training for Contractor personnel in accordance with their position requirements.

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f. Monitoring and documentation of environmental procedures.

B. Perform project quality control in accordance with requirements specified in Related Sections, including:

1. Quality Requirements.

2. Regulatory Requirements.

3. Temporary Storm Water Pollution Prevention Environmental Management.

4. Construction Waste Management.

C. Contractor’s Environmental Training Program: Contractor shall provide environmental training for workers performing work on the project site. Training shall include the following:

1. Overview of environmental issues related to the Project.

2. Review of site specific procedures and management plans:

a. Construction Waste Management.

b. Temporary Storm Water Pollution Prevention.

D. Provide documentation for environmental procedures as specified herein and in accordance with approved Waste Management Plan, IAQ Management Plan, and Storm Water Pollution Prevention Plan.

PART 2 – PRODUCTS (not used)

PART 3 – EXECUTION (not used)

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CONSTRUCTION SCHEDULE

SECTION 01 32 16

CONSTRUCTION SCHEDULE

PART 1 – GENERAL

1.1 SUMMARY

A. This Section includes Construction Schedule requirements including but not limited to the following:

1. Schedule of Values

2. Construction Schedule Requirements.

3. Construction Schedule Updates.

4. Time Extensions.

B. Purpose: The purpose of the Construction Schedule is to ensure adequate planning, coordination, scheduling, and reporting during execution of the work by the Contractor. The Construction Schedule will assist the Contractor and Contracting Officer in monitoring the progress of the work, evaluating proposed changes, and processing the Contractor's monthly progress payment.

1.2 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: The allocation of the Schedule of Values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by the Contracting Officer.

C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

E. Float: The measure of leeway in starting and completing an activity.

1. Float: Float is not for the exclusive use or benefit of either the Government or the Contractor but is jointly owned.

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2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

F. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled.

G. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.

1.3 SUBMITTALS

A. All schedules and reports shall be submitted to the Contracting Officer Representative (COR) in either electronic and/or printed format at the discretion of the COR. It is the intent of the Government to limit the number of printed reports to only those reports determined by the project team to be essential.

B. Schedule of Values: After contract award and before the Pre-Construction conference submit a schedule of dollar values based on the Contract Price Schedule.

C. Construction Baseline Schedule: After contract award and before the Pre-Construction conference, submit baseline schedule, large enough to show entire schedule for entire construction period.

D. Construction Schedule Updates: On or before the seventh (7th) day preceding the progress payment request date, submit estimates of the percent completion of each schedule activity and necessary supporting data.

1.4 QUALITY ASSURANCE

A. The Contractor shall meet with the Contracting Officer on the day of the preconstruction conference to go over the following:

1. Discuss constraints, including phasing work stages area separations and interim milestones.

2. Review time required for review of submittals and re-submittals.

3. Review requirements for tests and inspections by independent testing and inspecting agencies.

4. Review time required for completion and startup procedures.

5. Review and finalize list of construction activities to be included in schedule.

6. Review baseline schedule comments, resolve issues and progress on incorporating them

7. Review procedures for updating schedule.

8. Discuss reporting requirements and establish a protocol for naming and transmitting electronic schedules.

B. Contractor's Schedule Representative: Before or at the preconstruction conference, designate an authorized representative to be responsible for the preparation and maintenance of the Construction Schedule. The Scheduler shall have prepared and maintained at least five (5) previous schedules of similar size and complexity similar to this Contract, demonstrating

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proficiency in the use of scheduling software. The authorized representative will be responsible for preparing the Baseline Schedule, all required updates, revisions, Time Impact Analyses, and preparation of reports.

1.5 COORDINATION

A. Coordinate Construction Baseline Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports.

1. In developing the Construction Baseline Schedule, ensure that the Subcontractor’s work at all tiers, as well as the prime Contractor’s work, is included and coordinated.

2. Secure time commitments for performing critical elements of the Work from parties involved.

3. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

PART 2 – PRODUCTS

2.1 SCHEDULE OF VALUES

A. Breakdown each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. Include mobilization, general condition costs, overhead and profit in the total dollar value of unit price items and in the component work activities for each lump-sum item. Do not include mobilization, general condition costs, overhead or profit as a separate item.

B. Do not break down unit price items. Use only the contract price for unit price items.

C. The total cost of all items shall equal the contract price. The Schedule of Values will form the basis for progress payments.

D. An acceptable Schedule of Values shall be agreed upon by the Contractor and Contracting Officer before the first progress payment is processed.

2.2 CONSTRUCTION SCHEDULE REQUIREMENTS

A. Construction Baseline Schedule: Prepare Construction Baseline Schedule using a computerized, resource-loaded, time-scaled CPM network analysis diagram for the Work.

1. Develop and finalize Construction Baseline Schedule so it can be accepted for use no later than thirty (30) days after date established for the Notice of Award.

a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates, regardless of Governments acceptance of the schedule.

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2. Establish procedures for monitoring and updating Construction Baseline Schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.

B. Construction Baseline Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the preliminary CPM network diagram, prepare a skeleton network to identify probable critical paths.

1. Activities: Indicate the estimated duration, sequence requirements, and relationship of each activity in relation to other activities.

2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.

3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.

4. The Construction Baseline Schedule as developed shall show the sequence and interdependence of activities required for complete performance of the work. Ensure all work sequences are logical and the Construction Baseline Schedule shows a coordinated plan of the work.

5. Consider seasonal weather conditions in planning and scheduling all work influenced by high and low ambient temperatures, wind, or precipitation to ensure completion of all work within the contract time.

6. Time Frame: Proposed duration assigned to each activity shall be the Contractor's best estimate of time required to complete the activity considering the scope and resources planned for the activity.

a. Contract completion date shall not be changed by submission of a schedule that shows an early completion date.

b. Activity Duration: Define activities so no activity is longer than fifteen (15) days, except for non-construction activities including mobilization, shop drawings and submittals, fabrication and delivery of materials and equipment.

c. Submittal Review Time: Include review and re-submittal times indicated.

Coordinate submittal review times in Construction Baseline Schedule.

d. Substantial Completion: Allow time for Government administrative procedures necessary for certification of Substantial Completion. (For more information, refer to Division 01 Specification 01 77 00 “Closeout Procedures.”)

7. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

a. Phasing: Arrange list of activities on schedule by phase.

b. Work Restrictions: Show the effect of the following items on the schedule:

1) Coordination with existing construction.

2) Uninterruptible services.

3) Use of premises restrictions.

4) Provisions for future construction.

5) Seasonal variations.

6) Environmental control.

c. Work Stages: Indicate important stages of construction for each major portion of the Work.

1) Subcontract awards.

2) Submittals.

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3) Purchases.

4) Mockups.

5) Fabrication.

6) Sample testing.

7) Deliveries.

8) Installation.

9) Tests and inspections.

10) Adjusting.

11) Curing.

d. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion.

C. Joint Review, Revision, and Acceptance:

1. Within seven (7) calendar days of receipt of the Contractor's proposed Construction Baseline Schedule, the Contracting Officer and Contractor shall meet for joint review, correction, or adjustment of the initial Construction Baseline Schedule. Any areas which, in the opinion of the Contracting Officer, conflict with timely completion of the project shall be subject to revision by the Contractor.

2. Within seven (7) calendar days after the joint review between the Contractor and Contracting Officer, the Contractor shall revise and resubmit the Construction Baseline Schedule in accordance with agreements reached during the joint review.

3. In the event the Contractor fails to define any element of work, activity, or logic, and the Contracting Officer review does not detect this omission or error, such omission or error, when discovered by the Contractor or Contracting Officer, shall be corrected by the Contractor within seven calendar days and shall not affect the contract period.

4. Upon acceptance of the Construction Baseline Schedule by the Contracting Officer, save the schedule as a baseline and update on a monthly basis. The construction schedule update will be used to evaluate the Contractor's monthly applications for payment based upon information developed at the monthly Construction Schedule update meeting.

D. Recovery Schedule: When periodic schedule update indicates the Work is fourteen (14) or more calendar days behind the current accepted schedule, a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule must also be submitted. Indicate changes to working hours, working days, crew sizes, and equipment required to achieve compliance, and date by which recovery will be accomplished.

E. Computer Software: Prepare schedules using a program that has been developed specifically to manage construction schedules.

PART 3 –EXECUTION

3.1 CONSTRUCTION SCHEDULE UPDATES

A. Monthly Schedule Updates:

1. General: Update the Construction Schedule on a monthly basis to reflect actual construction progress and activities throughout the entire contract period and until

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project substantial completion. The status date of each schedule update shall be the seventh (7th) day preceding the progress payment request date.

2. Progress Payments: The monthly updating of the currently accepted Construction Schedule shall be an integral part of the process upon which progress payments will be made under this contract. If the Contractor fails to provide schedule updates or revisions, then a portion of the monthly payment may be retained until such corrections have been made.

3.2 TIME EXTENSIONS FOR CONTRACT MODIFICATIONS CHANGES DELAYS AND

CONTRACTOR REQUESTS:

A. Requirements: When contract modifications or changes are initiated, delays are experienced, or the Contractor desires to revise the currently accepted Construction Schedule, the Contractor shall submit to the Contracting Officer a written revised schedule that incorporates each modification, change, delay.

B. Time Extensions: Activity delays, which result in projecting a late completion date, shall not automatically mean that an extension of the contract time is warranted or due the Contractor.

Time extensions will be granted in accordance with the terms of the contract.

C. Procedure: Each revised schedule shall be submitted within the time period stated in a request for proposal, or the time period designated under the clauses entitled Changes or Default. In cases where the Contractor does not submit a written request for extension of time and a revised schedule within the designated time, it is mutually agreed that the particular modification, change, delay, or Contractor request does not require an extension of the contract time. Upon acceptance, the time revised schedule shall be incorporated into the currently accepted Construction Schedule at the next monthly schedule update.

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SUBMITTAL PROCEDURES

SECTION 01 33 23

SUBMITTAL PROCEDURES

PART 1 – GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Government’s responsive action.

B. Informational Submittals: Written information that does not require Government’s responsive action. Submittals may be rejected for not complying with the requirements.

1.3 GENERAL SUBMITTAL PROCEDURES

A. General: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual specific sections.

1. Contracting Officer reserves the right to require submittals in addition to those called for in individual sections.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Review them for legibility, accuracy, completeness, and compliance with Contract Documents.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

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

C. Submittal List: Appendix “A” Submittal List has been included at the end of Division 01 Specifications. The intent is to provide an overall summary of submittal requirements and not a comprehensive list. The requirements of the individual Specification Sections, terms and conditions of the Contract still apply regardless of what is shown on the submittal list.

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D. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on Contracting Officer’s receipt of submittal.

No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re-submittals.

1. Action Submittals

a. Initial Review: Allow fourteen (14) days for initial review of each submittal.

Allow additional time if coordination with subsequent submittals is required.

b. Re-submittal Review: Allow seven (7) days for review of each re-submittal.

2. Informational Submittals

a. Review: Allow seven (7) days for review of each submittal.

E. Approved Equals:

1. For each item proposed as an “APPROVED EQUAL,” submit supporting data, including:

a. Drawings and samples as appropriate.

b. Comparison of the characteristics of the proposed item with that specified.

c. Changes required in other elements of the work because of the substitution.

d. Name, address, and telephone number of vendor.

e. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

2. A request for approval constitutes a representation that Contractor:

a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

b. Will provide the same warranties for the proposed item as for the item specified.

c. Has determined that the proposed item is compatible with interfacing items.

d. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

e. Waives all claims for additional expenses that may be incurred as a result of the substitution.

F. Additional Copies: Unless additional copies are required for final submittal, and unless Contracting Officer observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

1. Additional copies submitted for maintenance manuals will not be marked with action taken and will be returned.

G. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Contracting Officer will return submittals, without review, received from sources other than Contractor.

1. CM-16 Transmittal Form: All material submittals shall be transmitted using National Park Service form CM-16. (This form can be downloaded from the Workflows website at http://www.nps.gov/dscw/con_subreview21.htm.) No action will be taken on a material submittal item unless accompanied by the transmittal form.

2. Documents required in Division 01 are to be delivered under separate cover letter. Do not use the CM-16 Transmittal form for these documents.

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H. Identification: Place a permanent label one by four inches (1” x 4”) on each submittal for identification.

1. Include the following information on label for processing and recording action taken:

a. Project name, Park, PMIS number, Contract number.

b. Date.

c. Submittal number or other unique identifier, including revision identifier.

1) Submittal number shall be a sequential number (e.g., 001). Re-submittals shall include an alphabetic suffix after another decimal point (e.g., 001.A).

I. Re-submittals: Make re-submittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Re-submit submittals until they are marked “APPROVED” or “APPROVED WITH

NOTATIONS.”

J. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities…