SOW_-_Kimberly_ID_Roofs__-__20170719.pdf

PROJECT STATEMENT OF WORK

1. CONTRACT PROJECT:

A. Project Title: Recover Roofs on Buildings 1, 2, 3, 4, & 5

B. Project Location: USDA-ARS Northwest Irrigation & Soils Research Lab, 3793 North 3600 East, Kimberly, ID 83341-5076

2. PROJECT CONTACT PERSONS:

A. CONTRACTING OFFICER (CO):

Rob Risch Tel. No.: (541) 738 4006

USDA, ARS, WBSC Fax:

333447 Peoria Road Email: Rob.Risch@ars.usda.gov

Corvallis, OR 973333

B. ENGINEERING PROJECT MANAGER (EPM):

Greg Graham Tel. No.: (970) 492-7035

USDA, ARS, WBSC Fax No.: (970) 492-7049

2150 Centre Avenue, Email: Greg.Graham@ars.usda.gov

Building D, Suite 310, Fort Collins, CO 80526

C. RESEARCH PROGRAM REPRESENTATIVES (RPR):

Dr. David L. Bjorneberg Tel. No.: (208) 423-6521

Supervisory Agricultural Engineer

Email: Dave.Bjorneberg@ars.usda.gov

3793 North 3600 East

Kimberly ID 83341-5076

D. ADMINISTRATIVE OFFICERS (AO):

Kara Vander Linden Tel. No.: (208) 423-6566

Administrative Officer

Email: Kara.vanderlinden@ars.usda.gov

E. LOCATION COORDINATORS (LC):

Shane Swafford Tel. No.: (208) 423-6579

Utilities Systems Repairer Operator

Email: Shane.Swafford@ars.usda.gov

F. SAFETY AND OCCUPATIONAL HEALTH MANAGER (SOHM):

mailto:Rob.Risch@ars.usda.gov mailto:Greg.Graham@ars.usda.gov mailto:Dave.Bjorneberg@ars.usda.gov mailto:Kara.vanderlinden@ars.usda.gov mailto:Shane.Swafford@ars.usda.gov

Phil Smith Tel. No.: (979) 260 - 9449

USDA, ARS, WBSC Email: Phil.Smith@ars.usda.gov

1001 Holleman Drive East

College Station, TX 77840

3. PROJECT REQUIREMENTS:

A. Existing information.

1. Building 1 has a Modified Bituminous Membrane installed in 1998 on tapered insulation with a minimum slope of 1/8” per foot on the light weight concrete deck on metal decking.

2. Buildings 2, 3, 4, and 5, have a Modified Bituminous Membrane installed in

1998 on tapered insulation with a minimum slope of 1/8” per foot on metal decks.

B. Base Bid is Buildings 1, 2, and 5.

1. Building 1 is to have a pull test performed by the successful contractor, to determine adhesion requirements and mechanical fasteners if needed to withstand the 100 mph winds and for the Roof Membrane Manufacturer’s 20 year warranty requirements for an adhered TPO membrane with a 1” hail warranty on the existing roofing.

2. Buildings 2, 3, 4, and 5, shall have a ½” high density polyisocyanurate foam insulating board mechanically attached to the existing metal roof deck, after cleaning and preparation of existing roof system.

3. Remove membrane from penthouse walls.

4. Install 1/2" High Density, closed cell Polyisocyanurate foam suitable for reroofing to attain the Roofing Membrane Manufacturer’s warranty for 20 years and a 1 inch diameter hail coverage warranty.

5. Install 60 mil single ply TPO membrane roof system fully adhered or fastened to the existing roof. A pull off test of the existing roof membrane on Building

1 is required to minimize mechanical fasteners to the concrete roof deck, the contractor is responsible for the performance and costs of any necessary tests for the Roof Membrane Manufacturer’s warranty.

6. Remove existing coping cap, and install an additional 2x treated edge nailer, so the new coping cap is above the height of the cricket ridges after the installation of the new insulation and membrane.

7. Fully adhere TPO membrane to walls and terminate under new coping cap.

8. Install custom TPO edge metal around perimeter to match the existing coping dimensions, gauge, and color. If color cannot be practically matched, the

Location will select a different color from the metal fabricator’s choices of at least 3 colors or more.

9. Custom wrap exterior exposed mechanicals.

10. Reset drains for better collection.

11. Terminate all penetrations to manufacture specs

12. All debris hauled off by contractor

13. 10 year workmanship warranty

14. 20 year NDL manufacture warranty mailto:Phil.Smith@ars.usda.gov

B. Add Option 1 is for Buildings 3 and 4 with the same requirements as in the Base

Bid.

4. RELEVANT DOCUMENTS

A. Attached Documents for this project’s requirements.

1. “Blg 001 walk pads and equipment removal plan 20170719v3.pdf” for new walkway locations and the removal of existing abandoned equipment on the roof. Electrical power is anticipated to be disconnected, but Contractor needs to verify before demolition.

2. “Roof Edge Curb 20170713.pdf” for new nailers, TPO membrane, insulation, and Edge

Flashing.

B. Attached Documents for historical information only.

[X] “b A2.2 Bldg 1 Roof Plan 19980313.pdf”

[X] “b A2.1 Site Plan 19980313.pdf”

[X] “b A8.1 Roof Details 19980313.pdf”

[X] “ Bldg 2 Roof Plan A2.3 19980121.pdf”

[X] “Bldg 5 Roof Plan A2.5 19980121.pdf”

[X] “Bldgs 3 and 4 Roof Plans A2.4 19980121.pdf”

5. GENERAL REQUIREMENTS:

A. Coordination and Assistance

1. Coordination and Assistance between the Contractor, Contractor's personnel and Sub-Contractors, Contracting Officer, Contracting Officer's

Representative, Location Monitor, and Research Personnel on the following items will keep all appropriate personnel involved to expedite this project for everyone’s benefit.

B. Notice to Proceed

1. Notice to proceed from the Contracting Officer is needed before the

Contractor should incur any costs and before any work is done on site.

C. Correspondence

1. Correspondence between the Contractor, Contracting Officer, and Contracting

Officer’s Representative should be dated, logged, and copies kept at the originator’s office.

D. Progress schedule

1. Progress schedule should be completed and submitted to the Contracting

Officer before the Pre-Construction Conference.

E. Pre-Construction Conference.

1. Schedule: The Pre-construction Conference with the Contracting Officer’s

Representative.

2. Attendees shall include the Contracting Officer's Representative, the

Contractor, Contractor's superintendent, Location Monitor, and others.

3. Agenda shall include the following:

a. Introductions of Attendees, with designation for 24 hour calls, by the

Contracting Officer’s Representative and the Contractor.

b. Facilities normal working hours are 8 to 5.

c. Allowable Contractor’s use of Premises, Office, Work, and Storage areas with safety, housekeeping, and security procedures.

d. Allowable Contractor’s equipment and material deliveries.

e. Contractor’s Progress Schedule and coordination items for any utility outages or hazardous materials.

f. Due to the size of this Project, the Materials, Products, Installation

Procedures, Testing Procedures, etc. shall meet commercial standards and shall be reviewed if requested by the Contractor or the Contracting

Officer’s Representative requests a specific item, otherwise review will be at the Final Inspection.

g. Contractor’s Inspection Procedure, including field testing and approvals with a remedial process for any deficiencies.

h. Government’s Quality Assurance Program of random inspections and notifying the Contractor of any noted deficiencies. This does not relieve the Contractor from requirements of the Contract.

i. Procedures for the Contractor to submit Applications for Payment.

4. Safety.

a. Contractor's Safety Competent Person designation will be made at the Pre-

Construction Conference.

b. Past safety record will be used as an evaluating factor in future contracts.

c. Request a copy of past 3 yrs OSHA 300A Summary of Work Related

Injuries and Illnesses.

d. Investigate past OSHA safety inspections using the establishment search

(http://www.osha.gov/pls/imis/establishment.html ).

e. Request a copy of any OSHA training course documentation for contractor and his/her employees.

f. Request copy of relevant safety plans.

g. Contractor will be required to hold at least weekly safety meetings.

h. Contractor and his employees will be required to follow all requirements of

29 CFR 1926 OSHA Standards for the Construction Industry.

i. All relevant PPE as dictated by the hazards present must be worn by the contractor and all employees working on the job site.

j. Location Monitor will walk the site twice a day with an eye to safety.

k. Possible Hazards of this Contract are:

1. Ladder Use.

2. Excavations.

3. Loading and Hauling.

4. Asbestos Containing Material Handling and Disposal.

F. Operations and Storage Areas

1. Water, gas, electricity are available on the site.

2. Toilet: Contractor shall supply his or her toilet facilities, wash facilities, drinking water, and all necessary disposable materials, comply with regulations and health codes for the type, number, location, operation, and maintenance of fixtures. The COR can waive this requirement.

G. Cleaning Up http://www.osha.gov/pls/imis/establishment.html

1. Debris and rubbish shall be removed from the site daily. Upon the end of the work day, the entire area of the contract work shall be cleaned of all excess materials, dirt, rubbish, and debris.

2. Transportation of debris shall be in a manner as to prevent spillage on street or adjacent areas.

H. Utilities

1. Utilities are to the site and can be used reasonably.

I. Specifications and Drawings.

1. No scaling. Do not scale drawings for dimensions.

J. Schedules and Coordination.

1. Coordination: Coordinate construction activities with the Contracting

Officer's Representative to be in compliance with the Scheduling

Requirements. Coordination meetings shall be held once a week usually, but the COR can change the time period depending on the amount of activity by the Contractor. The agenda shall include accomplishments, problems, and solutions since the previous meeting. The Contractor shall prepare and distribute minutes of progress meetings. No later than 3 days after each meeting, the Contractor shall provide a copy of the minutes to the COR.

2. Monitoring the Progress Schedule: The Contractor or the COR shall inform the CO if the Contractor is behind on the schedule, why and what is planned to get back on schedule, so the CO can take appropriate action if needed.

K. Quality Assurance.

1. Required Submittals will be noted in the Statement of Work or in the

Specification section that is applicable. Contracting Officer can request additional submittals on contract items when needed. A submittal form in

Word format, will be provided upon request after contract award.

2. Construction Inspector’s Daily Reports are recommended with the

Contractor’s standard form. The Contractor shall complete and submit the daily reports to the COR weekly, on the first working day of the following week. The COR can waive the requirement for daily reports, at their discretion.

L. Protection of Existing Equipment, Utilities, and Improvements.

1. Contractor is responsible for protection and restoration if damage occurs. See

Protection of Existing Vegetation, Structures, Equipment, Utilities, and

Improvements (FAR 52.236-9) (APR 1984) in Section H - Special Contract

Requirements.