CLIN 0001 Statement of Work.pdf

STATEMENT OF WORK

NAVY LODGE: REMOVE & REPLACE PORTE-COCHERE

NAS CORPUS CHRISTI, TX

1. GENERAL DESCRIPTION: The Contractor shall provide all supervision, transportation, labor, materials, equipment and incidental work necessary to remove and replace the Navy

Lodge Porte-Cochere. See paragraph 5 for detailed statement work. The contractor shall comply with UFGS 01 31 23.13 20 Electronic Construction and Facility Support Contract

Management System for the administration of this contract. See Paragraph 16 for specifics.

2. LOCATION: The work is located at the Navy Lodge (Building 99), Corpus Christi, Texas. See Attachment A for project locations.

3. PERIOD OF PERFORMANCE: The period of performance is 90 calendar days. The period of performance is negotiable; hence, if the contractor believes a different/longer period of performance is needed, they should negotiate this with the Contract Specialist prior to award.

4. ATTACHMENTS:

Attachment Title

A Project Location

B Solid Waste Summary Sheet

C Porte-Cochere & Main Entrance Roof Photos

D As-built Drawings

E Spill Response Poster

5. SCOPE OF WORK: The services that the contractor shall provide include furnishing all supervision, transportation, equipment, labor and materials required to remove and replace the

Navy Lodge Porte-Cochere.

Contractor shall follow all environmental mitigation and protection practices that will take place to contain displaced materials and protect storm drains. Contractor shall ensure that

ANY liquid materials on site are off of the ground, covered and away from storm drains.

Contractor shall cover and protect storm drains if needed and approved in the stormwater pollution prevention protection plan.

Contractor shall provide all safety equipment including fall protection to comply with all

OSHA regulations, company safety program, and commonly accepted safety practices.

Contractor shall provide all hoisting required for loading and unloading materials from the work site.

Contractor shall implement safety measures to protect all residents and guests from objects falling off the roof. Contractor shall post warning signs on all entrances and exits of the building that state “Men Working Above”. Contractor shall place restricted cones and red tape around the working area to make all residents and guests aware of all hazards involved.

Contractor shall ensure Navy Lodge provides a printed letter to all residents and guests upon arrival to make them aware of the work being performed on the building especially for families with kids. The playground will be affected due to the playground’s close proximity to the Navy Lodge roof.

Work tasks shall include the following:

REMOVE PORTE COCHERE ABOVE MAIN ENTRANCE

a. Contractor shall remove 12-inch open-recessed reflector downlight portfolio lights (8 each) and sure-lite emergency lights (2 each) from Porte-Cochere (10 lights total). The location of the breaker panel is Mechanical/Electrical RM 515. The breaker panel is H1 and the breaker number is 22.

b. Contractor shall remove approximately 160 feet of electrical conduit from the 10 lights on the Porte-Cochere.

c. Contractor shall remove approximately 1600 square feet of composition shingles over building felt.

d. Contractor shall remove approximately 1600 square feet of 5/8-inch roof sheathing.

e. Contractor shall remove approximately 20 each of 36-feet span roof trusses @ 24-inches O.C.

f. Contractor shall remove approximately 160 linear feet of blocking at end of trusses.

g. Contractor shall remove approximately 160 linear feet of edge flashing 24-gauge prefabricated sheet metal.

h. Contractor shall remove approximately 160 linear feet of prefabricated 24-gauge sheet metal gutters.

i. Contractor shall remove approximately 160 linear feet of treated 2-inch X 12-inch ripped fascia.

j. Contractor shall remove approximately 160 linear feet of 24-gauge prefinished metal cladding at fascia.

k. Contractor shall remove approximately 160 linear feet of 3/4-inch treated plywood near fascia.

l. Contractor shall remove approximately 160 linear feet of prefinished aluminum soffit with all perforated panels.

m. Contractor shall remove approximately 80 linear feet of 3-inch diameter PVC downspout (4 downspouts total).

n. Contractor shall remove approximately 80 linear feet of end tube steel beam and downspout consisting of galvanized steel tube with solid end and opening for downspout from gutter and downspout between tube columns (4 end tube steel beam and downspouts total).

o. Contractor shall remove approximately 160 linear feet of steel 8-inch x 16-inch tube beams with high performance coating (4 steel beams total). Contractor shall remove approximately 32 studs total and 8 anchor plates attached to steel tube beams.

p. Contractor shall remove approximately 208 linear feet of 5-inch X 5-inch hollow structural steel tube canopy columns with high performance coating (16 columns total).

q. Contractor shall remove approximately 28 square feet total of cast-in-place concrete top sloped for drainage (4 cast-in-place concrete tops total).

r. Contractor shall remove approximately 120 square feet total of stucco with 1/2-inch

“V” groove joint over Concrete Masonry Unit (4 concrete masonry units total).

s. Contractor shall remove approximately 12 square feet total of painted steel 4-inch diameter concrete filled bollard painted with high performance coating (4 bollards total).

t. Contractor shall keep 3/4-inch X 19-inch X 1-foot 7-inches galvanized base plates (4 base plates total).

u. Contractor shall keep 3/4-inch diameter galvanized base plate anchor bolts (16 anchor bolts total).

v. Contractor shall keep 3/4-inch diameter x 36-inch galvanized base plate anchor rods

(16 anchor rods total).

w. Contractor shall install base plate covers (4 base plate covers) to prevent all tenants and guest from trip hazards while entering the main entrance and to prevent water from accessing the exposed base plates and anchor bolts.

MODIFY ROOF ABOVE MAIN ENTRANCE

a. Contractor shall vertically cut the existing valley roof connecting the Navy Lodge to the Porte-Cochere along the gutter system of the Porte-Cochere. Contractor shall convert the valley roof over the Porte-Cochere to a hip roof above the main entrance of the Navy Lodge.

b. Contractor shall maintain a 4:12 foot pitch slope on the new hip roof above the main entrance from the front main wall to the top of the new hip roof at the ridge board rafter.

c. Contractor shall cut and modify existing rafters to support a 4:12 foot pitch slope of the new hip roof above the main entrance.

d. Contractor shall install two (2) new hip rafters approximately 12 feet each (24 linear feet total) to support the new hip roof with a 4:12 foot pitch slope.

e. Contractor shall install six (6) new hip jack rafters @ 24-inches O.C. and one (1) common king rafter @ 24-inches O.C. to support the new hip roof with a 4:12 foot pitch slope.

f. Contractor shall install approximately 64 square feet of 5/8” sheathing for the new hip roof over existing opening above the main entrance.

g. Contract shall install approximately 64 square feet of building felt over newly installed sheathing for the hip roof above the main entrance.

h. Contractor shall install approximately 64 square feet of composite shingles over building felt on the new hip roof above the main entrance.

i. Contractor shall install approximately 24 linear feet of ridge cap shingles on the newly installed hip rafters on the hip roof above the main entrance.

j. Contractor shall install approximately 24 linear feet of 24 gauge prefinished sheet metal gutters along the front of the newly sloped roof.

k. Contractor shall install two (2) downspouts approximately 13 linear feet each to the newly installed gutter above the main entrance.

5.1. The Contracting Officer will appoint a Facilities Engineering and Acquisition Point of

Contact (FEAD POC). The contractor shall only take direction from the contracting officer or FEAD POC. The contractor shall contact the FEAD POC to schedule the preconstruction meeting.

5.2. All work shall be performed in compliance with the latest edition of Unified Facilities

Criteria, UFC 1-200-01 DoD Building Code, UFC 3-101-01 Architecture with Change

5, UFC 3-110-03 Roofing with Change 4, UFC 3-301-01 Structural Engineering, UFC

3-600-01 section 34-11 Roof coverings, National Roofing Contractors Association

Roofing Manuals, 2018 International Building Code, 2018 International Plumbing

Code, 2018 International Existing Building Code, National Fire Protection Agency requirements, 2017 National Electric Code, Whole Building Design Guide, and the

Installation Design Guide. All products shall be installed according to manufacturer’s recommendations.

5.3. Licensing Requirements: All work is to be accomplished with a licensed journeyman roofing company and a licensed journeyman electrician that has met all current city & state certifications or license requirements to accomplish the specified work.

5.4. Submittals: Submittals shall be provided and approved prior to delivery to the job site.

a. Sheathing.

b. Composite Shingles.

c. Building Felt.

d. Roof Sheet Metal Flashing.

e. Metal Downspout with PVC Drain.

f. Rafters.

Work Schedule (to include start date and ending date of all major activities).

The approval or acceptance of submittals is not to be construed as a complete check, but rather indicates only that the general method of construction, materials, detailing and other information are satisfactory. Approval or acceptance will not relieve the

Contractor of the responsibility for any error, which may exist, as the Contractor is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

6. EXAMINATION OF SITE: Bidders are expected to visit the site, take their own measurements, inspect the work area carefully and satisfy themselves as to the character and amount of work to be done. The contractor shall report any discrepancy between the statement of work and existing conditions prior to bid.

7. WORK RESTRICTIONS: The following work restrictions apply to this project:

7.1. Schedule hours: The work shall be scheduled to cause minimum interference to the normal operations of the tenants. Work shall be accomplished between the hours of

7:30 A.M. and 4:30 P.M., Monday through Friday. If the Contractor desires to work on

Saturday, Sunday, holidays, or outside of the Station’s regular hours, a request may be submitted to the FEAD POC for approval.

7.2. Base Access: Base Access can be obtained through a base pass or participating in the

Defense Biometric Identification System (DBIDS) program. A DBIDS pass is required for all prime contractor personnel.

7.2.1. DBIDS (Defense Biometric Identification System): DBIDS is a program in which

Contractor personnel who enroll and are approved, are subsequently granted access to the installation for a period up to one year, or the length of the contract, whichever is less. The Government performs background screening and credentialing. Throughout the year, the Contractor employee must continue to meet background-screening standards. Under the DBIDS program, no commercial vehicle inspection is required, although vehicles may be subject to random inspection. There is no cost to obtain DBIDS credentials.

7.2.2. Base Passes: Participation in the DBIDS is not mandatory for subcontractor personnel or material delivery drivers. However, personnel who do not participate in the DBIDS program will have to obtain a 30-day pass, may be subject to daily mandatory vehicle inspection, and may have limited access to the installation.

There is a four-day lead-time required to obtain a 30-day pass. Only three 30-day passes may be granted in any 12-month period for any one individual. After the three 30-day passes have expired, the individual will not be granted base access unless they participate in the DBIDS program.

7.3. Material deliveries: Material delivery trucks do not necessarily require DBIDS passes, flight line passes, or ramp passes. However, Government personnel must escort any material delivery driver that does not have a DBIDS or base pass. Three (3) workings days’ notice is require to properly planning for Government escort availability. Any material delivery driver that delivering to the flight line or airfield must provide advance notification.

8. PROTECTION OF EXISTING WORK: Existing work to remain shall be protected from damage. Work damaged by the Contractor shall be repaired to original condition at no additional cost to the Government.

9. CONTRACTOR QUALITY (QC) CONTROL: Provide a QC Manager at the work site to implement and manage the QC program. The QC Manager must have a minimum of 2 years combined experience in the following positions: Project Superintendent, QC

Manager, Project Manager, Project Engineer or Construction Manager on similar or larger size and type of construction contracts. The QC Manager must have completed the course entitled "Construction Quality Management (CQM) for Contractors." If the QC Manager does not have a current certification, they must obtain the CQM for Contractors course certification within 90 days of award. The Naval Facilities Engineering Command and the

Army Corps of Engineers periodically offer this course. Contact the Contracting Officer for information on the next scheduled class.

10. SAFETY REQUIREMENTS: The Contractor shall comply with the safety rules and regulations to ensure compliance with applicable OSHA Regulations and U.S. Army

Corps of Engineers Safety and Health Manual EM 385-1-1. Per the EM 385-1-1, the following submittals will be required before construction begins:

a. EMR/DART rates for subcontractors

b. Accident Prevention Plan

c. Activity Hazard Analysis

d. Qualifications of Site Safety Health Officer

e. Monthly man-hour report

The site safety health officer must have completed the 30 hours OSHA Safety Industry

Course. The quality control manager and site safety health officer may be the same person as long as he/she meets the qualifications for the other position.

The contractor shall report total man hours worked upon completion of the project, or at the end of each calendar quarter, whichever comes first.

10.1. Lock out/ Tag Out Policy:

a. Combination locks shall not be used for lockout;

b. No two (2) lockout devices (locks) shall be keyed alike;

c. No more than two (2) keys shall exist for any lock. The worker shall maintain one key, and the supervisor shall maintain the other in a location readily accessible in the event of an emergency;

d. Both lockout and tag-out devices shall indicate the identity of the employee applying the device(s). Tag-out devices shall include the cognizant shop, the telephone number where the employee can be reached during working hours, name of his/her supervisor, date the device was applied, and the machine, equipment, or system component that is de-energized.

11. ASBESTOS AND LEAD: There is no known asbestos containing material (ACM) and/or lead based paint on this project. If additional materials are encountered, which may contain ACM and/or lead, DO NOT TOUCH THE MATERIAL. IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER IN WRITING. If it is determined that ACM and/lead are present and must be disturbed, the Contracting Officer may direct a change accordingly.

12. WEIGHT HANDLING EQUIPMENT (WHE): Also called Load Handling Equipment

(LHE) in the EM385-1-1. The provision of NAVFAC Publication P-307 and EM 385-1-1 apply to all civilian, military, and contractor personnel who operate weight handling equipment and use crane related rigging gear on board Naval Air Station Corpus Christi.

Any equipment carrying a suspended load from a cable is considered weight-handling equipment. Public Works Department Corpus Christi prior to use on the project must inspect all weight handling equipment. A ten (10) day advance notice is required to schedule the inspection. Upon arrival, the contractor shall present the following documentation:

a. NAVFAC Certificate of Compliance Form P-1 (NAVFAC P-307)

b. Crane certification (per ASME B30.5)

c. Operator’s qualification information (per ASME B.30.5 and EM385-1-1)

d. Operator’s medical card (per ASME B30. 5)

e. Rigging gear certification (per ASME B30.9 and ASME B30.26)

f. Lift Plan Form P-2 (NAVFAC P-307)

g. Operator’s daily check list (per crane manufacturer or NAVFAC P-307)

h. Critical Lift Plan form 16-3 (EM385-1-1) where lift exceeds 75% of rated capacity, any blind lift, any lift with more than one crane, or any lift hoisting personnel.

13. PRODUCTS: Products shall be new, manufacturer's standard products, and commonly available from manufacturer's stock.

14. ORAL MODIFICATIONS: No oral statement of any person other than the Contracting

Officer or his/her representative, as provided in the contract clause entitled “Changes” shall in any manner or degree modify or otherwise affect the terms of this contract.

15. CLEANUP: The premises shall be kept free at all times from the accumulation of waste material and/or rubbish resulting from the work. Combustibles shall be removed daily, and upon completion of the work, all debris, tools, and other surplus materials shall be removed and the premises left in approved condition.

16. COMPLIANCE WITH ENVIRONMENTAL LAWS AND REGULATIONS:

Contractor shall comply with all applicable federal, state, and local environmental laws, statutes, regulations, executive orders, permits, and installation regulations and policies.

Contractor shall immediately report any conflicts between applicable federal, state, local environmental laws, statutes, executive orders, and any specifications within this contract to the Government Representative and/or the Installation Environmental Program Director

(IEPD). In the event a regulatory agency assesses either a monetary or non-monetary fine or penalty for Contractor’s noncompliance, the Contractor shall reimburse the government for all associated cost. Ensure all hazardous material and waste is managed and disposed of upon completion of the contract. Under NO, circumstances are hazardous materials and waste to be abandoned or left unattended. The contractor shall bear the cost of any analytical, disposal other costs incurred to manage abandoned or “unknown” waste.

16.1. Environmental Protection Plan (EPP): When required by the Installation Environmental

Program Director, the contractor shall prepare and submit an Environmental Protection

Plan (EPP) to contracting officer for review and approval prior to beginning work under this contract. The EPP must state contractor will comply with all applicable Federal, state and local environmental regulations. Additionally, the EPP must address each of the numbered requirements listed below. Any requirements not applicable to contract must be so indicated as “Not applicable”. A copy of those document(s) and form(s) specifically cited in below requirements must be included as appendices to the EPP.

Submit the Environmental Protection Plan in the following format and include the elements specified below.

Description of the Environmental Protection Plan

(1) General overview and purpose

(a) A brief description of each specific plan required by environmental permit or elsewhere in this contract.

(b) The duties and level of authority assigned to the person(s) on the job site that oversee environmental compliance.

(c) A copy of any standard or project specific operating procedures that will be used to effectively manage and protect the environment on the project site. Communication and training procedures that will be used to convey environmental management requirements to contractor employees and subcontractors. Contractors involved with hazardous waste management must successfully complete hazardous waste training. Contractor shall provide NAS Corpus Christi Environmental

Hazardous Waste Program Manager with the following documents: (1)

The job title for each position related to hazardous waste management, and the name of the employee filling each job; (2) A written job description for each position listed in (1). This description must include the requisite skill, education, or other qualifications, and duties of employees assigned to each position; (3) A written description of the type and amount of both introductory and continuing training that will be given to each person filling a position listed in (1); (4) Records that document the training or job experience required has been given to, and completed by, personnel. These records will be retained in the

Environmental Department for three years from the date the employee last worked at NASCC.

(d) Emergency contact information contact information (office phone number, cell phone number, and e-mail address).

(2) General site information

16.2. Solid Waste Disposal: All waste must be tracked by NASCC whether directly disposed in a landfill or recycled. Contractor shall recycle waste to the greatest extent feasible.

The solid waste tracking form is included as Attachment B, “SOLID WASTE

SUMMARY SHEET.” The contractor shall turn in this report at the conclusion of the project. Interim reports are required on 30 SEP if the project continues into the next fiscal year.

16.3. Prevention of Spills: Contractor shall ensure that ANY liquid materials on site are off of the ground, covered and away from storm drains. Contractor shall cover and protect storm drains if needed and approved in the stormwater protection plan.

The Contractor shall ensure secondary containment is in place any time liquid materials are stored on-site in containers of 55 gallons or more, and shall provide his or her own spill response supplies and have them readily available at each work site. See

Attachment I for Spill Response Poster.

WHAT TO DO IN CASE OF A SPILL:

STEP 1 - If Material spilled presents a potential for harm to human life, evacuate the area immediately and skip steps 2 & 3.

STEP 2 - Shut off source of spill, if possible (if it can be done safely).

STEP 3 - Contain spill with proper absorbents in assigned spill kits.

STEP 4 - Report other than minor housekeeping spills to 911. Identify your location as NAS Corpus Christi, with specific building number and street address.

STEP 5 – Supervisor initiates spill report, NASCC spill emergency incident response form and gives report to Public Works Environmental Division (Fax:

361-961-3798) and the Government Representative. The form can be accessed at the following website:

http://cnic.navy.mil/regions/cnrse/installations/nas_corpus_christi/om/envi ronmental_support/spcc.html)

Contractor shall reimburse the government for any expenses incurred because of government assistance for cleanup of the spill/release event. At a minimum, train oil-handling personnel in the operation and maintenance of equipment to prevent discharges; discharge procedure protocols; applicable control laws, rules, and regulations; general facility operations.

16.4. Use of Temporary Fuel Tanks: For temporary oil or fuel tank greater than 55 gallons, the contractor shall submit a Spill Prevention Control and Countermeasures (SPCC) plan. The contractor must notify Public Works Environmental Division 48 hours prior to bringing tank on site. Use of tanks must comply with 40 CFR 112, NFPA 30 and 29

CFR 1910.106. Tanks must have all equipment required by regulation properly installed and functional while in use. Tanks must have secondary containment and adequate vehicle protection (i.e. jersey barriers). Identify fuel/oil storage areas on site plans. 40 CFR 112.8 (c) (6) requires periodic Monthly and Annual AST visual http://cnic.navy.mil/regions/cnrse/installations/nas_corpus_christi/om/environmental_support/spcc.html http://cnic.navy.mil/regions/cnrse/installations/nas_corpus_christi/om/environmental_support/spcc.html inspections to be performed and documented for all in-service stationary above ground tanks on the facility and portable container with 55 gallon capacity or greater. Submit monthly tank and/or container inspections and secondary container drainage log to the

Public Works Environmental Division SPCC Coordinator via the Contracting Officer and maintain compliance 40 CFR 112 training requirements. The Contractor shall ensure all containers are kept closed, except when adding or removing fuel/oil, that containers remain in good condition and are properly labeled, and the fill ports are locked when not in use. Spill kits must be on-hand and easily accessible for immediate spill response. During fueling operations, storm drains within 25 feet of fuel tank must be covered with drain blocker to prevent fuel from entering storm drain in the event of a spill. All tanks must be grounded. This includes integral generator base tanks, but does not include oil-filled operational equipment.

16.5. Wastewater Compliance/Sewage Releases and Spills: All discharges to the installation wastewater collection system require prior written authorization to ensure that they do not violate NAS Corpus Christi's TPDES discharge permit. All sanitary sewer overflow events must be reported to the Government Representative immediately upon discovery.

Any waste water from sandblasting/power washing must first be filtered to minimize associated paint flakes, rust, and metal particles, and then routed to the sanitary sewer.

16.6. Environmental Compliance Assessment Tracking and Training System: The

Contractor's on-site project superintendent shall complete ECATTS training prior to starting work. If personnel changes occur, ECATTS training must be completed within

14 days of assignment to the project.

ECATTS is available 24/7 on the Internet. Contractors who perform work on more than one contract for the same installation or within the same state will not have to take the training each time they start a new project. Contractors will carry forward all applicable credits received for taking ECATTS to future contracts. ECATTS is available for use by all contractor and subcontractor personnel associated with this project

ECATTS is available at:https://environmentaltraining.ecatts.com

Registration Password = navfac (case sensitive)

Sample registration instructions that can be provided to users are available from

ECATTS Customer Support.

16.7. Regulated Waste Management: All hazardous wastes generated, as defined in 40 CFR

261, on Naval facilities, whether generated by contractor or federal personnel, remain under the responsibility of NASCC and must comply with the Environmental

Protection Agency, State of Texas, and Navy regulations. NASCC is a large quantity generator of hazardous waste. Regulated waste is defined as (1) hazardous waste as defined in EPA Regulations 40 CFR Part 261, (2) Universal Waste as defined in EPA

Regulations 40 CFR 273, and (3) Class 1 Industrial Waste as defined in Texas

Commission on Environmental Quality (TCEQ) Regulations/30 Texas Administrative

Code Part 335, and asbestos containing material. Contractor shall assign all waste management responsibilities to a designated Environmental representative. Prior to generating regulated waste, the contractor shall be assigned an area for waste management activity, i.e. Satellite Accumulation Area or a <90-day Hazardous Waste

Accumulation Area. The contractor shall be subject to inspection of assigned area.

Where liquid regulated waste is to be stored, the Contractor shall provide appropriate secondary containment and ensure containers are properly bonded and grounded when required. Contractor shall be responsible for maintaining an appropriate spill response kit at all times. All spills are reportable and shall be coordinated with the COR and the

Installation Environmental Program Director.

The contractor is required to use NAVFAC Environmental Services for regulated waste disposal while performing work at NASCC. Environmental Services provides on-site hazardous and industrial waste pickup, identification, storage and disposal service on a cost reimbursable basis. Disposal costs for regulated waste are as follows:

Bulk Container (> 55 gallons) = $1.33/lb.

Non-Bulk Container (<= 55 gallons) = $2.33/lb.

A minimum of 14 calendar days’ lead-time is required for bulk container delivery.

17. ACCEPTANCE: The work shall be accepted because of a final inspection conducted by a representative of FEAD POC.

18. WARRANTY: All workmanship and materials and/or equipment shall be warranted for a period of not less than one year under normal wear and tear or the normal standard warranty should it extend beyond one year.

** END OF SPECIFICATIONS ***