19B0023_AMD_01_Revised_SECTION_01_11_00.pdf

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are tion identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes all management, supervision, labor, tools, materials, equipment and transportation necessary to replace water lines, sewer lines, and storm drain pipes at Building 269 and incidental related work. The work is located at the U.S. Army Reserve Center, Building 269, Ogden, Utah, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2.1.1 Background Information

The plumbing supply lines need to be completely replaced for this building from the building entrance. The above ground sanitary sewer lines need to be replaced. The plumbing fixtures in all restrooms and the second floor break room need to be replaced. The underground sewer and storm drain lines have been sleeved with new pipe around 2003-2004, according to as-built drawings of that work. The roof storm drain pipes are in poor condition, and need to be replaced. The roof itself was recently replaced, and the roof drain inlets are likely in acceptable condition, but should be examined to verify that they are still suitable.

1.2.2 Tasks to be Performed.

a. Demolition required (replace in kind unless otherwise noted):

b. The existing plumbing supply lines need to be removed and replaced.

This includes the primarily surface mounted steel piping in the open shop areas, and concealed piping in the restrooms. New supply piping begins at the service connection(s) to the building on the West side and includes all existing supply piping. New piping shall be copper. See "Requirements" section below for sizing instructions.

c. Replace sinks, toilets, and urinals with new (add motion sensor sinks and flush valves). Install new stops and seals.

d. Replace kitchen sink and water connection(s) to refrigerators in the second floor break room. Cabinets and counters will need to be demolished and replaced in kind. A replacement drinking fountain in break room has already been ordered. (see Figure 21, Figure 22)

e. Replace existing shower enclosures with new tile enclosures and new showerheads

f. Any paint, drywall or tile that is to remain in place and is damaged during the course of demolition or new installation is to be repaired to match the existing condition.

g. Replace old drinking fountains with new units that include water bottle filling stations with filter. Retain two drinking fountains with bottle filling stations that are already installed.

h. The roof storm drains need to be replaced from the bottom of the drain inlets at the roof deck to the top of the building slab. Existing piping is cast iron, new should be PVC. Attachment A3 shows the approximate routing of the existing roof drain piping, but it must be field verified by the contractor. Roofing was replaced around 2010 (see attachment B4) and the inlets themselves should be in acceptable condition (notify contracting officer if their condition is not usable). UFC 3-420-01 requires storm drain piping to have 1 inch minimum insulation to prevent condensation. See requirements section below for roof work requirements.

i. The above ground sewer lines and vents need to be replaced.

j. Remove and replace bathroom linoleum flooring with new tile.

k. Demolish all baseboard fin tube heaters and cap piping, these are no longer in use and had been previously abandoned in place (Figure 26).

During the initial site visit only two of these were seen, one each in the East second floor bathrooms. Patch wall to match existing.

l. Demolish all eyewash stations and provide with new (provide new heaters for these, see below).

m. Added/new Equipment:

n. Backflow preventer on the water supply line and pressure reducing valve to bring building pressure to 80 psi.

o. Strainer and isolation valves installed in water supply lines at building point of connection

p. Electric water heaters for emergency eye wash stations (one per side of the first floor, since more than two drench showers are unlikely to be in use at the same time). See Attachment A4 for salient features.

q. Provide a gang-style washbasin in first floor shop area (see example in Figure 16) outside of women's bathroom. Attachment A2 shows approximate location, consult end users for final placement. Tie the discharge into nearby restroom drain line. There is an old train track that runs underneath the floor (Figure 27). The discharge for the washbasin by the women's bathroom will have to be either routed to avoid the track or the track will need to be cut.

r. Clothes washer connection box in men's restroom on first floor with supply lines and waste line (waste line will direct to waste pipe in adjacent janitor's closet).

s. Replace wash basin in first floor janitor's closet with floor mop sink.

t. Replace cabinetwork and countertop in the break room, since it will be removed in order to access the waterlines behind them. Consult users for color choice.

u. Add new hose bibbs, one on each column in the service bay area (there is currently one hose bibb on every third column).

v. New and existing piping needs to be labeled and/or painted so that building maintenance can readily identify the various services: Sewer, Domestic, Fire Protection, and Roof Drains.

w. Paint all restrooms and break room where work was done upon completion of new pipe and fixtures, coordinate color choice with user. Use gloss paint for ease of cleaning in restrooms.

x. Provide GFCI protection for the circuit supplying the replaced drinking fountains.

y. Replace exist non-GFCI receptacles in restrooms with Ground Fault protected receptacles.

z. Asbestos and lead abatement.

1.2.3 Requirements.

a. For the new plumbing supply lines, the building point of connection pressure was measured as 90 psi. Replace the existing pipes with new copper pipe. For the equipment connections, use the sizes in Attachment A4 along with IPC 2018 chapter 6. Size pipes for flow rates obtained by the method described in IPC Appendix-E with a max pressure drop of 5 psi/100

ft. For waste piping, size per IPC Ch-7. For vents, size per IPC Ch-9.

Contractor shall submit a work plan and shop drawings with the proposed plumbing layout and line sizes before they are installed.

b. For the roof drains, size replacement pipes with PVC pipe, complying with IPC chapter 11 requirements for storm drains. UFC 3-420-01 requires storm drain piping to have 1 inch minimum insulation to prevent condensation. Using the rainfall data for 100-year, 1 hour events, the roof area and the existing roof drain inlet configuration, a maximum of 40 gpm of rainwater should be the design flow rate used for each roof drain inlet. Use that flow rate information and IPC table 1106.2, Storm Drain Pipe Sizing, with a maximum of ¼ inch per foot slope for horizontal drain pipes. Contractor shall submit a work plan and shop drawings with the proposed layout and pipe sizes before they are installed.

c. If it is determined that the roof drain inlets need to be replaced, before any work is performed on the roof or roof drain inlets, the existing roofing installer/manufacturer and users must be consulted to ensure that the roofing warranty will not be voided by any work done under this contract. Any protective measures required must be taken to ensure that existing roofing is not damaged.

1.2.4 General Requirements.

a. Contractor is responsible for identifying and obtaining all permits from Federal, state, local or installation agencies.

b. All on-site work shall be planned, coordinated, and phased such that the impact to personnel is minimized to the maximum extent practicable. No facility driveway, building access or utility service such as water, sewer, electric, fire protection systems, or communications systems may be interrupted without prior approval of the Contracting Officer. The Contractor shall submit a written request to interrupt any access or utility service to the Contracting Officer in advance of any proposed interruption. The request shall state the reason, date, exact time, and approximate duration of proposed interruption.

c. Contractor shall supply sanitary facilities for contractor's workforce.

d. Contractor is responsible for verifying the existence, location, size, depth and condition of existing utilities. No utility shall be removed or disturbed prior to receiving approval from the Contracting Officer.

e. The work shall be performed using the criteria contained herein and using industry standard materials and accepted construction practices.

Contractor is responsible for visiting the project site during a prescheduled site visit prior to submitting his proposal. Contractor shall be responsible for determining the exact quantities of materials required to provide a completed project.

f. Contractor shall be responsible for coordinating all work, lay down and staging areas, and accessing the site with the relevant agencies.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.6 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

There are no Government furnished materials or equipment.

1.7 GOVERNMENT-INSTALLED WORK

There is no Government installed work.

1.8 SALVAGE MATERIAL AND EQUIPMENT

There are no materials or equipment designated to be salvaged by the Governement.

1.9 SECURITY ACCESS REQUIREMENTS

Security access requirements are included in Appendix C2 - Requirements for NON-CAC Antiterrorism (AT) and Operations Security (OPSEC)

1.10 LIQUIDATED DAMAGES

Refer to FAR 52.211-12, Liquidated Damages-Construction. Liquidated damages for this work are $1,272 for each day of delay.

1.11 WAGE DETERMINATION

General Decision No. UT190089 04/26/2019 UT89 in its most current modification at the time of award is hereby applicable to work performed under this task order. You may find the latest Davis-Bacon Wages at:

https://www.wdol.gov/wdol/scafiles/davisbacon/UT89.dvb?v=2

1.12 CLIN BREAKDOWN SCHEDULE

CLIN 0001 Replace Water Line, Sewer Line, and Storm Drain Pipe, Building 269 shall be paid as a single JOB. The job price and payment made shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

CLIN 0002 Contractor Manpower Reporting shall be paid as a single JOB. The job price and payment made shall constitute full compensation for reporting all contractor manpower (including subcontractor manpower) required for performance of this contract.

1.13 CONTRACTOR MANPOWER REPORTING

a. The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the contractor will report ALL contractor manpower (including subcontractor manpower) required for performance of this contract. The Contractor shall verify information input by the Government and completely fill in all other required fields in the reporting system using the following web address:

www.ecmra.mil.

b. The required information includes but is not limited to: (1) Contracting Organization, Contracting Officer, Contracting Officer's Technical Representative (COR/COTR); (2) Contract number, including task and delivery order number; (3) Fiscal year covered by reporting period; (4) Contractor name, address, phone number, e-mail address, identity of contractor employee entering data; (5) Direct labor hours (including Subcontractors);

(6) Direct labor dollars paid this reporting period (including Subcontractors); (7) Total invoiced amount (including Subcontractors); (8) Predominant Federal Service Code (FSC) reflecting services provided by Contractor (and separate predominant FSC for each Subcontractor if different); (9) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the contractor with its UIC for the purposes of reporting this information; and (10) Locations where Contractor and Subcontractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website). As part of its submission, the Contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement.

c. Reporting period will be the period of performance not to exceed 12 months ending September 30 of each Government fiscal year and must be reported by 31 October of each calendar year. Contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a Contractor's systems to the secure website without the need for separate data entries for each required data element at the website. The specific formats for the XML direct transfer may be downloaded from the website.

Information from the secure website is considered to be proprietary in nature when the contract number and Contractor identity are associated with the direct labor hours and direct labor dollars. At no time will any data be released to the public with the Contractor name and contract number associated with the data. For internal Army analysis, the reports and queries from the database shall not contain proprietary data.

1.14 AUTHORITIES

Only a warranted Purchasing or Administrative Contracting Officer (PCO or

ACO) acting within their delegated limits has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract you shall not proceed with the change and shall immediately notify the Contracting Officer.

1.15 CODES AND REFERENCES

References within the contract documents are mandatory and shall be used as the basis of construction. All references used shall be the latest version at date of Bid. References may not be all inclusive, and it is the Contractor's responsibility to meet all applicable codes.

1.16 ENVIRONMENTAL COMPLIANCE

a. The Contractor shall comply with all Federal, State, and Local regulations including but not limited to National Environmental Policy Act (NEPA) and General Conformity requirements.

b. Hazardous work processes and hazardous materials utilized or generated in the performance of this contract shall be controlled and disposed of by the Contractor in a manner that is safe in accordance with EM385-1-1 and the appropriate local, state and US Government laws and directives established for the control of those processes and materials.

c. Contractor shall provide for clean-up of all hazardous and non-hazardous spills when they may occur in, around, or as a result of the Contractor's operation. Contractor shall also provide for transportation and disposal off the facility of all hazardous and non-hazardous waste products generated in the performance of this contract. Contractor shall immediately notify the ACO of any hazardous waste spills.

1.17 SUBMITTALS AND FINAL REPORTS

a. Submittals are required and shall be submitted to the ACO for all material to be utilized and/or installed. All submittals shall be approved prior to commencement of work. Submission of all manufacturer, testing and other miscellaneous documents shall be by RESIDENT MANAGEMENT SYSTEM

CONTRACTOR MODE (RMS CM).

1.18 FINAL ACCEPTANCE AND WARRANTY START DATE

Final Acceptance and Warranty Start Date will start when the 88 RD DPW receives the following:

1. Final Acceptance of Commissioning (dependent on reviewed and approved TAB Report, including 88 RD review)

2. List of Objects on Hand / Installed Equipment

3. Draft Red lines (CD and hard copy)

4. Approved G6 Report (project dependent)

5. O&M (CD)

6. Warranties - To include the Warranty Certification Letters, which are dated with the start date and the Warranty Plan

7. Signed Interim DD1354 - Final DD1354 available at final payment from USACE to Contractor and release of their bonds

8. Final Inspection Acceptance

1.19 OTHER CONTRACT DOCUMENTS

Appendix A1 - Ogden B269 As-builts of Restrooms c1999 - Marked up.pdf Appendix A2 - FLOOR PLAN - Plumbing - Marked Up.pdf Appendix A3 - PLAN - Roof Drains - Marked Up.pdf Appendix A4 - Ogden B269 Plumbing Schedules.pdf Appendix A5 - Record of Environmental Consideration Appendix B1 - ASBUILTS - 2003 SEWERLINE REHAB OGDEN B269.pdf Appendix B2 - ASBUILTS - 2004 SEWER LINE REHAB OGDEN B269.pdf Appendix B3 - ASBUILTS - B269.pdf Appendix B4 - Roofing Replacement B269 with red lines Appendix C1 - Requirements for NON-CAC Antiterrorism (AT) and Operations Security (OPSEC) Appendix C2 - Site Photos (Figures 1 through 27) Appendix C3 - Inventory Items Appendix C4 - Builder Field workbook

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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