Attachment_1_Statement_of_Work_P17PS00321.pdf

JOHN DAY FOSSIL BEDS

NATIONAL MONUMENT

Construct Clarno Ranger Station

JODA PMIS No. 197499

STATEMENT OF WORK

100% FINAL CONSTRUCTION

DOCUMENTS

NATIONAL PARK SERVICE

PACIFIC WEST REGION

MAY 2016

(updated by Project Manager 12-27-16)

JODA 197499 PROJECT TEAM - 1

JOHN DAY FOSSIL BEDS

NATIONAL MONUMENT

JODA PMIS No. 197499

Construct Clarno Ranger Station

PROJECT TEAM:

CONTRACTING OFFICER:

Sarah J. Welch, National Park Service 810 State Route 20 Sedro-Woolley WA 98284

Sarah_welch@nps.gov

(p) 360-854-7220

PROJECT MANAGER:

John Teichert, R.A., National Park Service 600 East Park Avenue Port Angeles, WA 98362 John_teichert@nps.gov

(P) 360 565-2978

CONTRACTING OFFICER REPRESENTATIVE:

Jonathon Fitch, Facility Manager, John Day Fossil Beds NM 32651 Highway 19 Kimberly, OR 97848-9701 jonathon_fitch@nps.gov

(P) 541 987-2333

PARK SUPERINTENDENT:

Shelly Hall, John Day Fossil Beds NM 32651 Highway 19 Kimberly, OR 97848-9701 Shelly_Hall@nps.gov

(P) 541 987-2333

CIVIL ENGINEER: Holladay Engineering John Blom, Principal 32 N Main Street Payette, ID 83661 john@holladayengineering.com

(P) 208 642-3304

STRUCTURAL ENGINEER: Holladay Engineering Jesse Christenson, EIT 32 N Main Street mailto:john@holladayengineering.com

JODA 197499 PROJECT TEAM - 2

Payette, ID 83661 jchristensen@holladayenginering.com

(P) 208 642-3304

SITE SURVEY / GEOTECHNICAL ENGINEER: WH Pacific, Inc.

Travis Foster, PLS 123 SW Columbia St.

Bend, OR 97702 TFoster@whpacific.com

(P) 541 388-4229

MEP ENGINEER: DC Engineering

Brett Anderson 440 East Corporate Drive, Suite 103 Meridian, ID 83642 banderson@dcengineering.net

(P) 208.288.2181

Regional map showing the three units of John Day Fossil Beds National Monument mailto:jchristensen@holladayenginering.com mailto:TFoster@whpacific.com

JODA 197499 TABLE OF CONTENTS - 1

TABLE OF CONTENTS

DIVISION, SECTION & PARAGRAPH NUMBERING

Numbering and lettering of sections and paragraphs in this Project Manual are merely for identification.

Sections included are listed in this Table of Contents together with the number of pages in each section.

The Contractor shall check their copies of the Project Manual against this Table of Contents and confirm there are no missing pages or sections.

Number Title No. of Pages

00 00 10 Project Team 00 00 20 Table of Contents 00 00 30 Index of Drawings

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 27 00 Definition of Contract Line Items 01 31 00 Project Management & Coordination 01 32 16 Construction Schedule 01 33 23 Submittal Procedures 01 35 23 Safety Requirements 01 40 00 Quality Requirements 01 42 00 References 01 50 00 Temporary Facilities & Controls 01 57 23 Storm Water Pollution Prevention 01 67 00 Product Requirements 01 73 40 Execution 01 74 19 Construction Waste Management & Disposal 01 77 00 Closeout Procedures 01 78 23 Operation & Maintenance Data 01 81 13 Sustainable Design (Non-LEED) Appendix A Submittal List Appendix B Closeout Operations & Maintenance Requirements

DIVISION 02 – SITE WORK

02 41 00 Demolition & Abandonment

JODA 197499 TABLE OF CONTENTS - 2

DIVISION 03 – CONCRETE

03 30 00 Cast-in-Place Concrete 03 30 01 Concrete Floor Slabs 03 30 02 Concrete Floor Slab Preparation 03 33 62 Burnished Concrete Floor Finishes 03 40 00 Precast Concrete Items

DIVISION 05 – METALS

05 50 00 Metal Fabrications

DIVISION 06 – WOOD & PLASTICS

06 10 00 Carpentry 06 17 50 Plate Connected Wood Trusses 06 20 00 Interior Finish Carpentry

DIVISION 07 - THERMAL & MOISTURE PROTECTION

07 21 00 Building Insulation 07 25 00 Weather Resistive Barrier System 07 31 13 Asphalt Shingles 07 46 46 Exterior Siding 07 62 00 Sheet Metal Flashing & Trim 07 90 00 Joint Sealers

DIVISION 08 – DOORS & WINDOWS

08 11 00 Hollow Metal Doors & Frames 08 36 00 Overhead Sectional Doors 08 54 13 Fiberglass Windows 08 71 00 Door Hardware 08 80 00 Glazing 08 81 50 Pre-Finished Steel Door Frames 08 82 11 Wood Doors

DIVISION 09 – FINISHES

09 29 00 Gypsum Board Assemblies 09 65 00 Resilient Flooring 09 72 00 Plastic Sheet Wainscot 09 90 00 Paints & Coatings

JODA 197499 TABLE OF CONTENTS - 3

DIVISION 10 – SPECIALTIES

10 28 00 Toilet & Miscellaneous Accessories 10 44 00 Fire Extinguishers & Brackets

DIVISION 12 – FURNISHINGS

12 20 00 Window Treatment 12 32 00 Factory Casework

DIVISION 22 – PLUMBING

22 05 00 Common Work Results for Plumbing 22 05 23 General Duty Valves for Plumbing Piping 22 05 29 Hangers & Supports for Plumbing Piping & Equipment 22 05 48 Vibration & Seismic Control for Plumbing Piping & Equipment 22 05 53 Identification for Plumbing Piping & Equipment 22 07 00 Plumbing Insulation 22 11 16 Domestic Water Piping 22 11 19 Domestic Water Piping Specialties 22 13 16 Sanitary Waste & Vent Piping 22 13 19 Sanitary Waste Piping Specialties 22 33 00 Electric Domestic Water Heaters 22 40 00 Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATING & AIR CONDITIONING

23 05 00 Common Work Results for HVAC 23 05 13 Common Motor Requirements for HVAC Equipment 23 05 23 General Duty Valves for HVAC Piping 23 05 29 Hangers & Supports for HVAC Piping & Equipment 23 05 53 Identification for HVAC Piping & Equipment 23 05 93 Testing Adjusting & Balancing for HVAC 23 07 00 HVAC Insulation 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 34 23 HVAC Power Ventilators 23 37 13 Diffusers, Registers & Grilles 23 81 26 Split System Air Conditioner 23 82 39 Unit Heaters

JODA 197499 TABLE OF CONTENTS - 4

DIVISION 26 – ELECTRICAL

26 05 00 Common Work Results For Electrical 26 05 19 Low Voltage Electrical Power Conductors & Cables 26 05 23 Control Voltage Electrical Power Cables 26 05 26 Grounding & Bonding for Electrical Systems 26 05 29 Hangers & Supports for electrical Systems 26 05 33 Raceway Boxes for Electrical Systems 26 05 53 Identification for Electrical Systems 26 09 23 Lighting Control Devices 26 24 16 Panelboards 26 27 26 Wiring Devices 26 51 00 Interior Lighting 26 56 00 Exterior Lighting

DIVISION 31 – EARTHWORK

31 10 00 Site Clearing 31 22 13 Rough Grading 31 23 00 Excavation & Fill 31 23 17 Watering

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base Course 32 11 27 Underslab Capillary Break 32 13 13.06 Portland Cement Concrete 32 15 00 Restoration of Surfaces

DIVISION 33 – UTILITIES

33 00 00 Pipe & Pipe Fittings: General Statement 33 05 26 Utility Line Marking 33 11 00 Water Piping & Appurtenances 33 12 00 Testing of Water Lines 33 13 00 Chlorination of Whole System Water Mains for Disinfection 33 30 00 Sanitary Sewage Systems 33 36 33 Sanitary Sewage Drainage Field

END OF SECTION

JODA 197499 INDEX OF DRAWINGS - 1

INDEX OF DRAWINGS

GENERAL

01 OF 46 - COVER SHEET

02 OF 46 G1.0 CODE SUMMARY / LEGEND / ABBREVIATIONS

03 OF 46 G2.0 TOPO SURVEY

CIVIL

04 OF 46 C0.1 GENRAL NOTES

05 OF 46 C1.0 GRADING & UTILITIES PLAN

06 OF 46 C2.0 SITE DETAILS

07 OF 46 C3.0 SEPTIC DESIGN PLAN

ARCHITECTURAL

08 OF 46 A1.0 FIRST FLOOR PLAN

09 OF 46 A2.0 REFLECTED CEILING PLAN

10 OF 46 A3.0 ROOF PLAN

11 OF 46 A3.1 ROOF DETAILS

12 OF 46 A4.0 EXTERIOR ELEVATIONS

13 OF 46 A4.1 EXTERIOR ELEVATIONS

14 OF 46 A5.0 BUILDING SECTIONS

15 OF 46 A5.1 EXTERIOR DETAILS

16 OF 46 A6.0 INTERIOR ELEVATIONS

17 OF 46 A6.1 INTERIOR ELEVATIONS

18 OF 46 A7.0 DOOR & FINISH SCHEDULES / DOOR & WINDOW TYPES

19 OF 46 A7.1 ASSEMBLY TYPES / WINDOW DETAILS

20 OF 46 A7.2 DOOR & WINDOW DETAILS

21 OF 46 A7.3 WINDOW DETAILING

STRUCTURAL

22 OF 46 S0.1 GENERAL NOTES & DESIGN CRITERIA

23 OF 46 S0.2 INSPECTION SCHEDULE AND LEGEND

24 OF 46 S2.1 FOUNDATION PLAN

25 OF 46 S2.2 ROOF FRAMING PLAN

26 OF 46 S4.1 CONCRETE DETAILS

27 OF 46 S4.2 CONCRETE DETAILS

28 OF 46 S5.0 SCHEDULE & WOOD DETAILS

29 OF 46 S5.1 WOOD DETAILS

JODA 197499 INDEX OF DRAWINGS - 2

MECHANICAL

30 OF 46 M0.0 HVAC COVER & COM CHECK

31 OF 46 M0.1 HVAC COM CHECK

32 OF 46 M1.0 HVAC FIRST FLOOR PLAN

33 OF 46 M2.0 HVAC SCHEDULE

34 OF 46 M3.0 HVAC SCHEDULES & DETAILS

PLUMBING

35 OF 46 P0.0 PLUMBING COVER SHEET

36 OF 46 P1.0 PLUMBING WASTE & VENT FIRST FLOOR PLAN

37 OF 46 P2.0 PLUMBING WATER FIRST FLOOR PLAN

38 OF 46 P3.0 PLUMBING SCHEDULE & DETAILS

ELECTRICAL

39 OF 46 E0.0 ELECTRICAL COVER SHEET

40 OF 46 E1.0 ELECTRICAL SITE PLAN

41 OF 46 E2.0 ELECTRICAL POWER PLAN

42 OF 46 E3.0 ELECTRICAL LIGHTING PLAN

43 OF 46 E4.0 ELECTRICAL DETAILS, RISER

44 OF 46 E5.0 ELECTRICAL SITE UTILITY PLAN

45 OF 46 E6.0 ELECTRICAL SCHEDULES

46 OF 46 E7.0 ELECTRICAL COMPLIANCE

DIVISION 01

GENERAL REQUIREMENTS

JODA 197499 01 11 00 - 4

SUMMARY OF WORK

SECTION 01 11 00

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work performed by Park on Project.

3. Contractor use of premises.

4. Public use of site.

5. Work Restrictions.

6. Special Construction Requirements.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: The project is located at the developed area of Clarno Unit of John Day Fossil Beds National Monument, approximately 90 miles northeast of Bend, OR.

B. The Work of the Contract includes the construction of a new Ranger Station facility, with site clearing, grubbing, grading, compaction, water service, sanitary sewer septic system, electrical service, building construction and finishing, HVAC, conduit for telephone and data communication lines, compound yard fencing and other related work necessary to complete the work as designed.

C. Project will be constructed under a single prime contract. The Park staff will not be providing any service as part of the contract. The Contractor will perform the improvements listed in Section 01 27 00 – Definition of Contract Line Items.

1.3 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to area identified in the associated construction plans.

B. Storage of Materials: Confine storage of materials to areas identified in the associated construction plans.

1. Preservation of Natural Features:

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

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

JODA 197499 01 11 00 - 5

c. 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.

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

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

C. 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.

D. Construction Camp: Establishment of a camp within the park will not be permitted.

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. 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 their operations to ensure the least inconvenience to the public.

B. Road closures will be permitted, when required, upon specific approval of Contracting Officer for a maximum of seventy-two (72) hours.

1.5 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of seven (7) AM to five (5) PM, Monday through Friday, except for federal holidays or when otherwise indicated.

B. Weekend Hours: No work is permitted on weekend unless approved in advance by the

Contracting Officer.

C. 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.

D. 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:

JODA 197499 01 11 00 - 6

1. Notify Contracting Officer not less than three (3) 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: Utility service(s) may be interrupted for a four (4) hour period while being installed.

E. Nonsmoking Building: Smoking is not permitted within the building or within twenty-five

(25) feet of entrances, operable windows, or outdoor air intakes.

1.6 SPECIAL CONSTRUCTION REQUIREMENTS AND INFORMATION

A. Where requirements stated in Division 1 differ from requirements stated in the technical sections, the technical sections shall take precedence. The Contractor is expected to notify the Contracting Officer and Contracting Officer’s Representatives of these situations as they arise during contract performance.

B. This is a federal construction project on federal land and a local building permit is not required. However, FAR clause 52.236-7, Permits and Responsibilities, states “The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work.” Review and approval of the new sanitary/leach field system by Wheeler County is required.

C. Disposal of excess clearing and grubbing debris is to be off-site.

D. Electric power will not be brought across the road before the project begins. NPS may make water available at the site once there is no danger of freezing temperatures.

E. Test holes were dug for archeological surveys and percolation test for the septic system.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

JODA 197499 01 27 00 - 1

DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00

DEFINITION OF CONTRACT LINE ITEMS

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 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item No. 1 – Ranger Station Facility and Fenced Compound Yard

1. This item consists of construction of the Ranger Station (approximately 870 sf) including all site work, utility services, grading, foundations, structure, heating and air-conditioning systems, electrical systems, conduit for telephone and communication systems, roofing, fencing, paving, pathway and all finish work. Work also includes the disposal of excess debris to an approved site.

2. No separate measurement will be made.

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

B. Option A – Pave Driveway Access

1. This item consists of the option to pave the access driveway and parking area with 2” thick hot mix asphalt (HMA).

C. Option B – Staff Office Cabinets

1. This item consists of the option to supply and install wall-hung cabinets in the Main

Staff area above the sink and counter.

JODA 197499 01 31 00 - 1

PROJECT MANAGEMENT & COORDINATION

SECTION 01 31 00

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.

B. Related Requirements:

1. Section 01 32 00 “Construction Schedule” for preparing and submitting Contractor’s construction schedule.

2. Section 01 73 00 “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. 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.

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

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

4. 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.

JODA 197499 01 31 00 - 2

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. Pre-installation conferences.

7. 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, using Standard Form (SF) 1413.

7. Satisfactory evidence of liability insurance coverage and worker’s compensation for the

Contractor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

10. Storm Water Pollution Prevention Plan.

11. List all required construction permits required.

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 NPS/DSC form provided by the Contracting Officer after award.

JODA 197499 01 31 00 - 3

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

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

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

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.

D. RFI Form: Complete the RFI Form as follows:

1. Enter the general information at the top of the form.

2. Under the “Action” section at the bottom of the form, select “Question” then select

“CMR” in the drop-down of the “Send to” box.

3. Enter the details of the question and attach related documents.

4. E-mail form to NPS project team in Word.

E. 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.

JODA 197499 01 31 00 - 4

1.5 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an meeting with Contractor to be held on-site or by teleconference. The meeting agenda will include the following:

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.

8. Payments to Contractor.

9. Payroll reports.

10. Contract time.

11. Contractor Performance Evaluation.

12. Display of posters.

13. Notice to proceed.

14. Correspondence procedures.

15. Acceptance/rejection of work.

16. Progress meetings.

17. Submittal procedures.

18. NPS Final Accessibility Inspection.

19. Environmental requirements.

20. As-constructed drawings/operation and maintenance (O&M) manuals.

21. Saturday, Sunday, holiday and night work.

22. Reference materials.

23. Value engineering.

B. Progress Meetings: The Contracting Officer or designated representative will chair weekly or biweekly meetings with the Contractor.

1. Attendees: In addition to Government Representatives, the Contractor’s on-site job superintendent and project manager, and if needed, Subcontractor(s), supplier(s), and other entities 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.)

JODA 197499 01 31 00 - 5

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

h. Construction Schedule update (provide updated CPM).

i. Status of Project Record Drawings and O&M manuals.

j. Other business relating to work.

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.

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. Sustainable design requirements.

i. Review of mockups.

j. Possible conflicts.

k. Compatibility requirements.

l. Time schedules.

m. Weather limitations.

n. Manufacturer's written instructions.

o. Warranty requirements.

p. Compatibility of materials.

q. Acceptability of substrates.

r. Temporary facilities and controls.

s. Space and access limitations.

t. Regulations of authorities having jurisdiction.

u. Testing and inspecting requirements.

v. Installation procedures.

w. Coordination with other work.

x. Required performance results.

y. Protection of adjacent work.

z. 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.

JODA 197499 01 31 00 - 6

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.

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 building industry.

2. Overview of environmental issues related to the Project.

3. Review of site specific procedures and management plans:

a. Construction Waste Management.

b. Temporary Storm Water Pollution Prevention.

4. Pollution Prevention (P2) practices: Submit evidence of familiarity with P2 practices.

5. Compliance with environmental regulations: As specified in Regulatory Requirements.

Submit Contractor 40 CFR employee training records upon request of Contracting Officer.

6. Evaluate progress toward goals, including green building rating and other goals.

Coordinate work as necessary to meet the goals.

G. 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 3 - EXECUTION (Not Used)

JODA 197499 01 32 16 - 1

CONSTRUCTION SCHEDULE

SECTION 01 32 16

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

1. Schedule of Values

2. Construction Schedule Requirements.

3. Construction Schedule Updates.

4. Time Impact Analysis.

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

JODA 197499 01 32 16 - 2

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

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

B. 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.

C. CPM Reports: Concurrent with CPM schedule, submit three (3) paper copies of each of the following computer-generated reports. Format for each activity in reports shall contain activity number, activity description, resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.

1. Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known.

2. Logic Report: List of predecessor and successor tasks for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known.

3. Total Float Report: List of all activities sorted in ascending order of total float.

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. Provide two (2) paper copies.

E. Construction Schedule Revisions and Time Impact Analysis: For each Construction Schedule revision submit two (2) paper copies of a Time Impact Analysis. Each Time Impact Analysis shall include a Fragmentary Network (Fragnet), incorporated into the currently accepted Construction Schedule, demonstrating how the Contractor proposes to incorporate a modification, change, delay, or Contractor request.

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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. Review software limitations, content and format for reports.

2. Verify availability of qualified personnel needed to develop and update schedule.

3. Discuss constraints, including phasing, work stages, area separations, interim milestones, and partial Government occupancy.

4. Review delivery dates for Government-furnished products.

5. Review schedule for work of separate Government contracts.

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

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

8. Review time required for completion and startup procedures.

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

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

11. Review procedures for updating schedule.

12. 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. A resume outlining the qualifications of the Scheduler shall be submitted to the Contracting Officer for acceptance. The Scheduler shall have prepared and maintained at least five (5) previous schedules of similar size and complexity similar to this Contract, demonstrating 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 preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate Contractors.

B. 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.

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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.

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.

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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. An early finish date may be shown but the late finish date must be the same date as the last day of the contract period. An early completion schedule must contain the following:

1) Insert an activity titled “Project Float” as a successor to the last activity in the early project completion schedule network.

2) Add a milestone titled “Contract End Date” as a successor to the activity

“Project Float.”

3) Add duration to the activity “Project Float” as required so the milestone

“Contract End Date” equals the last day of the Contract Period.

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

c. The Contractor shall limit use of lead or lag duration’s between schedule activities.

d. 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.

e. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than sixty (60) calendar days, as separate activities in the schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

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

Coordinate submittal review times in Construction Baseline Schedule.

g. Startup and Testing Time: Include not less than two (2) days for startup and testing.

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

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.

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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.

1. Use Microsoft Project for Windows XP, Vista, or 7 operating systems.

PART 3 – EXECUTION

3.1 CONSTRUCTION SCHEDULE UPDATES

A. Progress Meeting Updates: Provide updated schedule information before each progress meeting.

1. Issue updated schedule concurrently with the report of each such meeting. Incorporate construction progress into the currently accepted schedule in a timely manner.

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

2. Procedure: The Contractor shall meet with the Contracting Officer each month at a Construction Schedule update meeting to review actual progress made through the status date of the Construction Schedule update, including dates activities were started and/or completed and the percentage of work completed on each activity started and/or completed.

3. Reports: Concurrent with making revisions to schedule, prepare tabulated reports showing the following:

a. Identification of activities that have changed.

b. Changes in early and late start dates.

c. Changes in early and late finish dates.

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d. Changes in activity durations in workdays.

e. Changes in the critical path.

f. Changes in total float or slack time.

g. Changes in the Contract Time.

4. As the Work progresses, indicate Actual Completion percentage for each activity.

5. If the schedule update shows a late finish date after the contract completion date, at a minimum, include the following in the narrative with your submission:

a. Any known delays.

b. Actions that will be taken to get back on schedule.

c. Pending modifications.

d. Impediments or constraints affecting progress.

6. 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.

C. Distribution: Distribute copies of accepted schedule to Contracting Officer, Contracting

Officers Representative, Construction Management Representative, Subcontractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

D. Construction Schedule Revisions:

1. Required Revisions: If, as a result of the monthly schedule update, it appears the currently accepted Construction Schedule no longer represents the actual prosecution and progress of the work, the Contracting Officer will request, and the Contractor shall submit, a revision to the Construction Schedule. The Contractor may also request reasonable revisions to the currently accepted Construction Schedule in the event the Contractor's planning for the work is revised. If the Contractor desires to make changes, the Contractor shall notify the Contracting Officer in writing, stating the reason for the proposed revision. Accepted revisions will be incorporated into the currently accepted Construction Schedule for the next monthly schedule update.

2. Procedure: If revision to the currently accepted Construction Schedule is contemplated, the Contractor or Contracting Officer shall so advise the other in writing at least seven calendar days prior to the next monthly schedule update meeting, describing the revision and reasons for the revision. Government-requested revisions will be presented in writing to the Contractor, who shall respond in writing within seven calendar days.

3. Reports: Concurrent with making revisions to schedule, prepare tabulated reports showing the following:

a. Identification of activities that have changed.

b. Changes in early and late start dates.

c. Changes in early and late finish dates.

d. Changes in activity durations in workdays.

e. Changes in the critical path.

f. Changes in total float or slack time.

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3.2 TIME IMPACT ANALYSIS 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 time impact analysis illustrating the influence of each modification, change, delay, or Contractor request on the contract time.

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.

It is possible that a modification, change, or delay will not affect existing critical path activities or cause non-critical activities to become critical. A modification, change, or delay may result in only absorbing a part of the available total float that may exist within an activity chain of the Schedule, thereby not causing any effect on the contract time. Time extensions will be granted in accordance with the terms of the contract.

C. Extension of the contract time will be granted only to the extent the equitable time adjustments to the activity or activities affected by the modification, change, or delay exceeds the total (positive or zero) float available on a particular activity.

D. Procedure: Each time impact analysis 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 time impact analysis 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 impact analysis shall be incorporated into the currently accepted Construction Schedule at the next monthly schedule update.

E. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the proposed change on the overall Construction Schedule.

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SUBMITTAL PROCEDURES

SECTION 01 33 23

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

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…