SOW_Oologah_Lake__Restroom_Repairs.pdf

Oologah Lake Office Restroom Statement of Work

06 August 2018

Created by BJ Parkey For

Oologah Lake Office

PART 1 – GENERAL

1.1 SCOPE OF WORK

BASE BID:

The contractor shall provide all labor, equipment, supplies and materials needed to perform work as prescribed in this statement of work (SOW) at the Oologah Lake Office restroom. All replacement parts shall be like or equal to as described in Section 2.2. Work includes all aspects of construction, texturing, painting, lighting, plumbing and tile installation. All plumbing and electrical work will be completed by a State of Oklahoma licensed electrician and plumber.

OPTION BID 1:

as prescribed in this statement of work (SOW) at the Oologah Lake Overlook restroom. All replacement parts shall be like or equal to as described in Section 2.3. All electrical work shall be completed by a State of Oklahoma licensed electrician.

OPTION BID 2:

as prescribed in this statement of work (SOW) at the Oologah Lake Sunnyside Park.

1.2 REFERENCES

USACE Safety Manual EM385-1-1, National Electric Code, various product manufacturer’s installation procedures and guidelines.

1.3 BASIS FOR PAYMENT

Payment will be made in a lump sum upon completion of work. Invoice shall be sent to:

US Army Corps of Engineers Oologah Lake Office C/O: Lake Manager 8400 East Hwy 88 Oologah, Ok 74053

1.4 WORK HOURS

Regular work hours will be from 8:00 am- 4:30 pm Monday through Friday, excluding federal holidays. Any proposed changes to the work hours must be approved by the local Contracting Officer’s Representative (COR).

1.5 COMPLETION TIME

All work shall be completed 60 calendar days after the Notice to Proceed (NTP) has been issued by our contracting office.

1.6 SAFETY REQUIREMENTS

The contractor shall comply with the Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 latest version in addition to all applicable Federal, State, and Local safety codes and practices. It is the contractor's responsibility to insure public safety during the entire duration of the contract. Necessary signs, barriers, warning devices, etc. shall be installed and maintained by the contractor at contractor expense while construction is ongoing.

1.7 EQUIPMENT

All equipment used to perform work under this contract shall be in good operating and mechanical condition and shall comply with EM 385-1-1. All equipment shall be inspected by the contractor and the inspection reports shall be submitted to the Contracting Officer’s Representative prior to utilization of such equipment to accomplish work on this contract.

1.8 WEATHER LIMITATIONS

NONE

1.9 SUBMITTALS

The contractor may be required to furnish certain submittals. These submittals may be progress reports, certifications of materials, safety plans, drawings, training certifications, work plans, etc.

Submittals requiring Government approval shall be formally prepared and approval granted prior to proceeding with work involving these submittals.

1.10 PREWORK CONFERENCE

A pre-work conference will be held with the contracting officer and contractor prior to the commencement of any work. The contractor's responsible person and necessary administrative staff will be required to attend this meeting. Procedures for proper invoicing and payment, schedule, etc., will be covered at this time.

1.11 ENVIRONMENTAL CLEANUP

The contractor shall maintain a clean work area at all times. The contractor shall be responsible for the protection and preservation of the environment and will be required to restore all damages/disturbances subject to the approval of the Contracting Officer. The contractor shall remove and dispose of all debris off Government property in a state approved disposal site unless specified otherwise. The contractor will be required to comply with all Federal and State environmental requirements.

1.12 COORDINATION OF WORK

The contractor shall coordinate all work with the Contracting Officer’s Representative, maintain communications with lake office personnel relating to area use, and efficiently raise awareness to the affected public while ensuring public safety in and around the job site.

Primary POC will be Mr. David Simpson – Civil Engineer Technician (918) 443-2250 x 5609.

David.F.Simpson@usace.army.mil Alternate POC will be Mr. Louis Kurosky – Facility Maintenance (918) 443-2250 x 5607 Louis.C.Kurosky@usace.army.mil

1.13 ANTITERRORISM AND OPERATIONS SECURITY REQUIREMENTS

The Contractor shall be responsible for ensuring all personnel, to include sub-contractor personnel, comply with the training requirements and procedures identified on the document titled “Antiterrorism/Operations Security Requirements” in Section H, Special Contract Requirements. When items for which training is identified, the Contractor shall ensure that all personnel complete acknowledgement for the specified training; the Contractor is responsible for ensuring all training acknowledgments, when applicable, are submitted to the COR or Contracting Officer within 10 calendar days of contract award (or NTP for construction mailto:David.F.Simpson@usace.army.mil mailto:Louis.C.Kuro mailto:sky@usace.army.mil contracts). In no event shall any contractor or sub-contractor personnel be onsite prior to completion of any applicable training and submission of training verification. Training materials and verification forms will be provided by the Contracting Officer upon written request.

Prescreen candidates using E-verify program. The Contractor must pre-screen candidates using the E-verify Program (http://www.dhs.gov/E‐Verify) website to meet the established employment eligibility requirements. The contractor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E‐ verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.14 CONTRACTOR PERSONNEL

Personnel hired by the contractor shall be fully qualified to perform the work in a professional manner and in industry installation standards.

1.15. WEATHER DELAYS. TIME EXTENSIONS FOR UNUSUALLY SEVERE

WEATHER (OCT 1989) (ER 415-1-15)

1.15.1. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled “Default: (Fixed Price Construction)”. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

1.15.2. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor’s progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON (5)

DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 4 4 5 5 4 4 4 4 3 4 4

1.15.3. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the daily Contractor Quality Control (CQC) report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent of more of the contractor’s scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), http://www.dhs.gov/E be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph 1.10.2, above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work day, and issue a modification in accordance with the contract clause entitled “Default (Fixed Price Construction)”.

1.16 LIQUIDATED DAMAGES.

Refer to basic contract Section 00800, clause 52.211-12, Liquidated Damages—Construction will be $300.00 per day.

PART 2 – PRODUCTS

2.1 MATERIALS

All materials shall be new, undamaged and meet or exceed the specifications as detailed in this SOW and as required by all Federal, State and local building codes. All materials must meet or exceed the brand name listed. The color of paint shall be selected by the COR from color charts furnished by the Contractor.

2.2 MATERIALS FOR BASE BID

QTY 1 Toilet Lowes P/N 661097 QTY 1 Vanity Base Lowes P/N 889791 QTY 1 Vanity Top includes sink Lowes P/N 792081 QTY 1 Widespread Faucet Lowes P/N 820518 QTY 1 Exhaust Fan Lowes P/N 955645 QTY 1 Vanity Light Bar Lowes P/N 578936 Model VBS271-5BNK QTY 1 Light Switch – white – flip style with outlet cover QTY 1 GFC 120v outlet – white - with cover QTY 1 Vanity Mirror Lowes P/N 239797 QTY 1 36-in Wood Wall Mounted Shelve Lowes P/N 61129 QTY 1 18-in Wood Wall Mounted Shelve Lowes P/N 745816 QTY 1 White Garment Hook P/N 670159 QTY 1 2.5 Gal Mini Tank Electric Water Heater Home Depot Model # EM2.5 APPX. 50 SQ FT Tile Flooring Lowes P/N 61929 APPX. 80 LF FT 2-1/4-in x 9/16-in Crown Molding *Specific colors and fixture models will be chosen by the COR at the time of pre-work meeting.

2.3 MATERIALS FOR OPTION BID 1

QTY 2 Commercial grade Steel Doors – 16ga to with deadbolt cutout QTY 2 Commercial grade heavy duty hydraulic door closures QTY 4 Exterior LED Commercial grade light fixtures – Grainger Item # 49WJ35 QTY 4 Interior LED Commercial grade light fixtures – Grainger Item # 446M66 QTY 2 Door Push Plate – Grainger Item #32MC94 QTY 2 Door Pull Plate – Grainger Item # 2RGW1 QTY 1 Restroom Door Signs – set – Grainger Item # 2UWZ8 APPX. 4,000 SQ FT of MasterProtect H 440 HZ/Hydrozo Silan 40 VOC Concrete Sealer APPX. 250 SQ FT of painting *Specific colors will be chosen by the COR at the time of pre-work meeting.

2.4 DELIVERY AND STORAGE

Materials shall be delivered to the site undamaged and stored out of contact with the ground.

Materials that are damaged during the delivery or improper storage shall be replaced at no cost to the government. Temporarily storing materials will be allowed on site.

2.5 GOVERNMENT FURNISHED PROPERTY

NONE

PART 3 – EXECUTION

3.1 ACCOMPLISHMENT OF WORK – BASE BID AND OPTION BID

Procurement of materials and installation shall meet or exceed all product certifications, approved submittals in addition to all Federal, State and local building codes and practices.

3.2 BASE BID – PROJECT OFFICE RESTROOM

The Contractor shall perform all preparations needed in order to perform repairs and upgrades to the Oologah Lake Office restroom. This will include the removal and installation of the tile floor, vanity, mirror, light fixtures, switches, receptacles, door, toilet, exhaust fan and crown molding. Installation of all components shall be in accordance with the manufactures recommendations for installation and in accordance to all plumbing and electoral codes. This restroom is being utilized daily. The contractor shall order materials and have on site in a timely manner to ensure an expedited completion of repairs in order to minimize facility closure.

The toilet floor drain will need to be moved forward in order to accommodate a new wall that will need to be constructed to hide plumbing fixtures. Water lines for the new toilet, new sink and sink drain may need to be relocated in order to accommodate new locations. After relocation of drains, electrical and water lines, a 2’x4’ stud sheet-rocked wall shall be constructed floor to ceiling, wall to wall to hide all plumbing and electrical components. Wall shall be constructed in accordance to traditional building standards for interior walls.

Contractor shall tape, texture and paint all walls and ceiling in order to match texture and paint color of the adjacent men’s restroom. A new door and hardware shall be installed to match the men’s restroom door and be painted same color. The contractor shall also paint and install new crown molding in BOTH women’s and men’s restroom. New tile flooring will need to extend 3’’ (inches) up all walls.

After tile floor has been laid and grouted, tile and grout sealer shall be applied as per manufactures recommendations. A new door threshold may need to be installed in order to alleviate any potential tripping hazards and to ensure a smooth, level transition from exterior floor into new restroom floor. A new light switch, GFI receptacle, exhaust fan and electrical covers will need to be installed. One shelf 18 inches in length will be centered and installed above toilet. Second shelf 36 inches in length will need to be installed on wall opposite to vanity and not obstruct the restroom door. A 2.5 gallon min tank electric water heater shall be installed, plumed and wired in the new vanity to provide hot water to the restrooms.

3.3 OPTION BID 1 – OVERLOOK RESTROOM

The Contractor shall perform all preparations needed in order to perform repairs and upgrades to the Oologah Lake Office Overlook Restroom. All materials must meet or exceed the brand name listed.

Contractor shall remove existing women’s/men’s restroom doors and replace with new 16 gauge metal doors. Use existing door frames. The same deadbolt locking mechanism shall be removed from old doors and installed on the new doors. Contractor shall ensure proper alignment of hinge pattern, direction of door swing and alignment of deadbolt to existing door frame. New doors shall be primed and painted with enamel paint. Existing door frames shall be painted to match new doors. New push and pull plates installed on each door. New door hinge(s) may be necessary to ensure proper fitting and closing. New door hydraulic closures shall be installed and calibrated on each door to ensure smooth full closure without slamming or stalling. Final installation shall ensure doors do not drag on any surface and fully closes and the deadbolt locks easily.

Existing interior & exterior lighting fixtures shall be removed and replaced with new fixtures as identified in section 2.3. After installation, lights shall be tested to ensure proper operation.

Exterior lights are wired to a photocell. Photocell may need to be replaced in order to maintain operation.

All sidewalks at the area of the overlook shall be power washed to remove all imbedded dirt and debris. All sidewalk surfaces shall be uniformly cleaned and prepared in accordance with concrete sealer manufactures recommendations. Contractor shall use caution as to not “etch” the concrete with high pressure water or create lines in the concrete so as not leave a spotted or blotchy appearance. After concrete is dried, contractor shall apply concrete sealer to all sidewalk surfaces in accordance to manufacturer’s application guidelines.

3.4 OPTION BID 2 – SUNNYSIDE PARK

The Contractor shall perform all preparations needed in order to perform the removal of park facilities and follow-up site remediation. ALL DEBRIS SHALL BE REMOVED COMPLETELY FROM GOVERNMENT PROPERTY and properly disposed of in State approved refuse facilities for identified waste/debris.

Masonry Vault Restroom Contractor shall ensure all utilities (power and water) have been disconnected from campground prior to any work. This structure was built before 1978 and initial sampling indicated the potential presence of lead based paint on the pipe-chase door. The contractor shall ensure proper disposal of all material at a facility that accepts known lead containments. The restroom is known to have only power available in the pipe chase. There are a couple of water hydrants available in the park. The super structure of the restroom shall be completely demolished leaving only the concrete slab foundation. Contractor shall pump all waste and remove all debris from the underground tanks in preparation for filling with sand. Septic tanks are estimated to be 500gallons each. After tanks are empty, clean sand shall be placed in the tanks to COMPLETELY fill the tanks to avoid any air pockets. After tanks are filled with sand, each tank opening shall be capped with a concrete lid. A 8” thick concrete lid shall be poured in place using 3500psi concrete and reinforced with 3/8” rebar placed on 6” centers over each vault opening. Concrete form for the lid shall extend at a minimum of 12” outside the diameter of the septic vault opening. For example, if the vault opening is 24”in diameter, the concrete lid shall be 48” x 48” x 8”.

After the concrete lids have cured, the entire foundation shall be completed covered with clean top soil compacted to a minimum depth of 10” over the foundation site, tapering down to existing ground level.

Picnic Tables and Misc. Concrete Piles

All picnic tables, benches, supports and foundations along with any other miscellaneous piles of concrete shall be demolished and removed from Government property. After removal of picnic table foundations, top soil will be placed and compacted in the footprint of the concrete foundation to bring site up to natural ground level. Any depressions in the soil, either left by equipment or picnic table foundation, shall be completed filled and brought up to adjacent ground level.

After placement and compaction of all top soil, annual rye grass seed shall be broadcast over top of soil, raked in and a 1 time watering to encourage germination.

3.5 Testing

3.5.1 After installation of all new components/fixtures, the contractor shall test to ensure no leaks, proper drainage and correct voltages. Any deficiency shall be corrected by the contractor at no additional cost to the Government.

4.0 WARRANTY

Contractor will guarantee that all completed work will be free of any defects and poor workmanship for a period of 1 year. All defects and poor workmanship found will be corrected with no extra charge to the government.

EXHIBITS: BASE BID – PROJECT OFFICE RESTROOM

EXHIBITS: OPTION BID 1 – OOLOGAH LAKE OVERLOOK RESTROOM

EXHIBITS: OPTION BID 2 – OOLOGAH LAKE SUNNYSIDE PARK