Attachment 2B - SOW (Bldg 9135-37).pdf
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- Solicitation number
- W911S8-20-B-0003
About this file
This document is a solicitation for a construction project to replace domestic hot water heaters in multiple buildings at Joint Base Lewis-McChord. The scope of work involves removing existing heaters and related equipment and installing new heaters and associated piping, valves, controls, insulation, and other components in three barracks buildings. A site visit and pre-bid conference will be held on August 26, 2020 for interested contractors. Bids are due by September 18, 2020. The contract award will be determined by lowest price technically acceptable. The solicitation number is W911S8-20-B-0003 and was issued by the Department of the Army Mission and Installation Contracting Command at Joint Base Lewis-McChord.
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SECTION 01 11 00
STATEMENT OF WORK
March 30, 2020
CONSTRUCTION
RFP Final
Date: June 4, 2020
1. GENERAL DISCUSSION
1.1. Project Identification
1.1.1. Project Title: Replace DHW Heaters BLDGS 9135, 9136, & 9137
1.1.2. IJO Number(s): DER190269J
1.1.3. Project Package Number(s): PS 2068
1.2. Description of Work
1.2.1. The contractor shall supply all supervision, labor, equipment, and materials to perform all work in strict accordance with the contract, this statement of work, and identified drawings to install DHW heaters in BLDGS 9135, 9136, & 9137.
1.3. Area Description
1.3.1. Location
1.3.1.1. BLDGS 9135, 9136, & 9137 are barracks buildings located at the corner of Mil Park Ave. and Tahoma Pk.
1.3.2. Known Existing Site Condition
1.3.3. Bldg. 9135 has a failed or failing Thermal Solutions EVA 500 MBH domestic hot water (DHW) heater. The heater is undersized based on the building’s design for domestic hot water. The barrack building is occupied. Therefore, the contractor will be required to provide temporary hot water heating during performance of work.
1.3.4. Bldg. 9136 has two Noritz automatic instantaneous water heaters (hereafter referred to as instahots). Each instahot is rated at 199,900 BTU/h. These hot water heaters are operating at a reduced efficiency and are not able to keep up with the demand of the building. The barrack building is occupied. Therefore, the contractor will be required to provide temporary hot water heating during performance of work.
1.3.5. Bldg. 9137 has a DPW temp DHW unit installed. The temp unit is in place of three failed instahot 199,000 BTU/h units. The DPW temp unit is to remain in service while the contractor installs the new DHW heater.
1.4. Principal Items To Be Accomplished
1.4.1. The following shall be accomplished for all CLINs. Specific sizes and additional project requirements for a particular building will be covered in each CLIN.
1.4.1.1. Install or add to the existing cast-in-place concrete equipment (DHWH and expansion tank) pad as required. Pad shall be larger than equipment with chamfered edges. Match height of existing pad. Equipment shall be securely anchored to the pad.
1.4.1.2. Install a 1000 MBH DHW heater according to this SOW and the manufacturer instructions with all required additional piping, fittings, flue, electrical, etc. for a complete and usable DHW heater.
The unit shall be integrated with the existing storage tanks. Maintain clearances around and over equipment and arrange all electrical conduit, piping, exhaust vent, and air intake with clearances for service of all equipment. All additional DHW copper piping shall be new and cleaned with a 10% bleach solution prior to installation. Drain lines shall be full size copper pipe unless otherwise specified. Fittings shall be copper, brass, or bronze. Soldered joints shall be made on copper joints below 2” diameter. Match existing above 2” diameter. Piping and conduit shall be properly supported and fixed. All new piping shall match existing piping type/schedule. All isolation valves shall be new and full port ball type. Flush DHW system after installation.
Mechanical room floor shall be wet cleaned with cleaning agent and no abandoned materials or trash prior to Government final inspection. DHW heater specifications can be seen in Attachment #1.
1.4.1.3. DHW heater / piping shall have the following components installed IAW as-built drawings and heater manufacturer recommendations:
Isolation valves, strainer, temperature thermometer (return water to heater), temperature and pressure relief valve, drain line with condensate neutralizer, flow switch / low water cut off (electronic), DDC temperature sensor, and heater pump. Pump shall be inline bronze/stainless steel flange type, UL approved, and appropriate for system temperatures / IAW as-builts as required maintaining proper flow to/from heater. Thermometer shall not contain mercury and be Type 1 Class 3 Range C (0 to 240°F) style with 7 inch scale. The gauges shall meet ASME B40.1. Note that some components may come factory installed on the new heater. All components shall be new; no demoed piping may be reused. All isolation valves shall be full port ball valve type.
Drain lines (neutralizer, relief valve, etc.) shall be piped to the nearest floor drain. Relief valve shall be rated for 150 psi unless specified otherwise by equipment manufacturer. Note:
condensate drain may require P-trap configuration.
1.4.1.4. Connect existing natural gas piping to unit’s gas train inlet to include; low point drain, main gas and pilot light regulators, isolation ball valves and piping to atmosphere. Use full size black gas piping. Label all piping with type and direction of flow. Gas piping shall be painted to match existing (if required).
1.4.1.5. Combustion air intake and venting shall be new and IAW as-builts and manufacturer recommendations and ANSI Z223.1 / NFPA 54. Contractor shall not exceed maximum vent / combustion air system lengths. All terminations shall have bird screens. All non-metallic venting exposed to sunlight shall be UV resistant.
Combustion air and venting shall be category IV (positive vent pressure; no shared intake or venting with other appliances).
Horizontal vent pipe shall be sloped minimum ¼”/ft downward toward the heat exchanger to allow condensate to drain freely. If possible, horizontal combustion air pipe shall be sloped minimum ¼”/ft downward toward terminal; if not possible, slope towards appliance. Support at intervals no less than 5’ apart.
1.4.1.6. Install new electrical breakers, conduit, and wire as required powering all equipment. Properly fix or support all conduits. Contractor shall use compression fittings. Conductors No. 12 AWG and smaller shall be solid.
1.4.1.7. Contractor shall install a backflow preventer and properly sized heavy duty butyl diaphragm expansion tank for the capacity of the system. Backflow preventer shall be installed on the building’s domestic water line prior to the DHW heater water inlet and shall be a reduced pressure principle backflow preventer conforming to applicable standards such as WAC 51-56- 0600 and UPC 603.5.10 / IPC 608.17.2; contractor shall provide backflow preventer testing certificate as a submittal. Expansion tank shall be installed on the cold water supply line after the backflow preventer but before the DHW heater inlet and have new isolation valve, pressure gauge, be ASME certified, and installed IAW manufacturer recommendations. Contractor shall adjust the expansion tank air pressure, as recommended by the tank manufacturer, to match incoming water pressure. Expansion tank location shall be determined after appropriate tank is selected. Note: housekeeping pad for tank may be required based on size of tank. Housekeeping pad/tank location shall be coordinated with Government PM before install.
1.4.1.8. Connect heater/pump to Direct Digital Controls (DDC; Tridium AX) to meet the points/sequence of operations shown in Attachment #2 for the building’s Energy Management Control System (EMCS). Existing operational sensors and actuators may be reused. Add additional AX controllers as required. Control heater and pump based on storage tank temperature to maintain 140°F. Adjust graphics to include heater status.
1.4.1.9. Insulate all piping with mineral fiber insulation (ASTM C 574) with factory applied protective jacket. Corners shall have PVC jacket. Seal the ends of pipe insulation with brush coat of waterproof vapor barrier coating. Piping shall be properly supported.
1.4.1.10. Install name and directional labeling on each type of piping and label all mechanical equipment (heater, pumps, backflow, etc.) with durable identification tags. Match naming in graphics.
1.4.1.11. Contractor shall have heater started by a factory certified representative with DPW present for safety checks. The heater shall also be inspected and tested by a Washington State Boiler Inspector. Each heater shall have a Washington State boiler inspection certificate. The certificate shall be included in the O&Ms. Contractor shall notify DPW before cut over from temp unit to new heater. Cut over time shall not exceed 4 hours.
1.4.1.12. Contractor shall supply the DPW shops a training course on the installed heaters consisting of a total of 4 hours. Training must occur after the system is functionally complete but prior to final acceptance of the system; training may be concurrent with startup by factory certified technician.
Training shall consist of heater maintenance to include burner and other internal components.
Contractor shall give DPW shops a 10 working day notice for coordination with the operating staff. Contractor shall provide a training sign-in sheet to the Government as a submittal.
1.4.1.13. Contractor shall install a laminated warranty tag on all new equipment stating contractor’s name, point of contact with phone number, date of install, warranty dates, and Government PM name.
Attach with zip tie on equipment in noticeable location and complete before Government final inspection.
1.4.1.14. Install heater and pump O&M’s in a clear plastic container near heater; properly labeled “BLDG 91XX DHW Heater and Pump O&M” (where XX is the last two digits of the appropriate Bldg. #) before Government final inspection. Contractor shall supply Government PM with paper and electronic copy of DHW heater and pump O&M’s.
1.4.1.15. Conduct a modified performance verification test (PVT) with DPW Commissioning / DDC BOS system manager; testing DHW system.
1.4.1.16. The contractor shall be responsible for providing a complete and useable product/system and shall be responsible for accomplishing all tasks incidental to the completion of the task order requirements. Requirements for a complete and useable product which are not explicitly called out in the SOW but are reasonably discernable via any other method than destructive testing shall be considered a requirement of the task order.
1.4.2. Base Item CLIN 0001: Replace DHW heater Bldg. 9135, IJO: DER190269J, Repair
1.4.2.1. Install a temporary DHW system at barrack project location to the building’s existing hot water and make up water piping to include all necessary items to allow the temporary unit to operate during new equipment install; tees, valves, pump, piping, heater, etc. Contractor to decide best heating method. Connection to the building’s storage tanks, natural gas, and electrical is acceptable. Coordinate with DPW on the size of the temporary unit and cut over times. Cut over times shall not exceed 4 hours. Contractor shall remove temporary unit once new unit is operational.
1.4.2.2. Remove existing failing Thermal Solutions EVA DHW heater, piping, fittings, valves, electrical, etc. as required to install new DHW heater. All recycled materials and waste shall be documented and submitted to the Government per the DPW CD Diversion and Disposal Reporting Instructions. All piping, electrical, insulation, and flue stack not to be reused by the new water heating system shall be removed. Mechanical room shall be broom cleaned following demolition.
1.4.2.3. Connect DHW heater to existing emergency stop switch (ESS).
1.4.3. Base Item CLIN 0002: Replace DHW heaters Bldg. 9136, IJO: DER190269J, Repair
1.4.3.1. Install a temporary DHW system at barrack project location to the building’s existing hot water and make up water piping to include all necessary items to allow the temporary unit to operate during new equipment install; tees, valves, pump, piping, heater, etc. Contractor to decide best heating method. Connection to the building’s storage tanks, natural gas, and electrical is acceptable. Coordinate with DPW on the size of the temporary unit and cut over times. Cut over times shall not exceed 4 hours. Contractor shall remove temporary unit once new unit is operational.
1.4.3.2. Remove existing failing Noritz instahots (DHW) to include: piping, fittings, valves, electrical, and submitted to the government per the DPW CD Diversion and Disposal Reporting Instructions. All piping, electrical, insulation, and flue stack not to be reused by the new water
1.4.3.3. Replace damaged/leaking section of pipe and isolation valve shown in Attachment #3. New piping shall match existing and have new insulation installed in the same manner as previously mentioned (1.4.1.9). Install name and direction labeling as required (1.4.1.10). Replacement shall occur during temp unit to new heater cut over time to minimize outage period.
1.4.3.4. Demo existing off-hour control timer (Attachment #3) back to nearest J-box. Cut/cap/safety lines as required.
1.4.3.5. Connect DHW heater to existing emergency stop switch (ESS). Install durable identification tag.
1.4.4. Base Item CLIN 0003. Replace DHW heaters Bldg. 9137, IJO: DER190269J, Repair
1.4.4.1 DPW temporary DHW unit shall remain in operation during the DHW heater install for Bldg.
9137. Contractor shall inform and coordinate with DPW shops when new unit is installed and the temporary unit can be removed. Cut over times shall not exceed 4 hours.
1.4.4.2 Remove existing failed AO Smith instahots (DHW) to include: piping, fittings, valves, electrical, and submitted to the government per the DPW CD Diversion and Disposal Reporting Instructions. All piping, electrical, insulation, and flue stack not to be reused by the new water
1.4.4.3 Replace failed exhaust fan [EF-10]. Exhaust fan shall match fan called out in as-builts. Note:
Bldgs. 9135 & 9137 have identical exhaust fans.
1.4.4.4 Replace damaged/leaking section of pipe and isolation valve shown in Attachment #3. New piping shall match existing and have new insulation installed in the same manner as previously mentioned (1.4.1.9). Install name and direction labeling as required (1.4.1.10). Replacement shall occur during temp unit to new heater cut over time to minimize outage period.
1.4.4.5 Install and connect DHW heater emergency stop switch (ESS). Switch shall be installed on wall near mechanical room entrance in a similar fashion to the ESS installed at Bldg. 9135. Switch shall be of the same type as the ESS in 9135 and be labeled with durable identification tag.
2. PERFORMANCE AND SCHEDULING
2.1. Performance Period Requirements
2.1.1. The Contractor is required to commence work under this Contract within ten (10) calendar days after the date of issuance of the Notice to Proceed (NTP) for the Base Item(s), prosecute the work diligently, and complete all work on all Base Item(s) no later than 250 calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation.
2.2. Award of Options
2.2.1. Award of option item(s): N/A
2.3. Construction Phasing Requirements
2.3.1. Contractor shall coordinate all DHW shut downs/outages with DPW. Hot water usage is low between the hours of 0900-1500.
3. SUBMITTALS
3.1. Project Submittal Requirements All submittals shall be submitted electronically (emailed) to the government Project Manager (PM) in Adobe Acrobat .pdf format. An ENG Form 4025 shall accompany each submittal. These forms will be furnished to the Contractor by the PM. The submittal file name shall be in the format “Contract # – submittal #, submittal name” for example; “0020-001 RTU”. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Drawings if required by the SOW shall be in ACAD format and a second electronic copy in PDF format. The Government reserves the right to request submittals not listed in this SOW;
any submittals not listed in this SOW but requested by the Government shall become a requirement of the task order.
3.1.1. Pre-Construction Submittals:
(1) Quality Control Plan
(2) Accident Prevention Plan
(3) Environmental Protection Plan
(4) Construction Schedule
(5) Training and Completion Letters (AT/FP, OPSEC, iWATCH, E-Verify)
(6) Submittal Register (ENG Form 4288-R)
3.1.2. Construction Submittals:
(1) Manufacturer’s equipment specification sheets. All applicable items such as model numbers, sizes, and accessories shall be indicated using arrows or highlight.
(2) Applicable materials meeting specifications of SOW.
3.1.3. Closeout Submittals:
(1) Operation and Maintenance (O&M) manual to include:
(a) Contractor’s Warranty Letter
(b) Equipment operations and maintenance manual
(c) Startup and test reports
(d) Checklists
(2) One printed Operation and Maintenance (O&M) manual in 3-ring binder
(3) The Contractor shall provide a letter of non-retention for all contract documents, plans, drawings, and specifications after the destruction of all copies that are not required by the contractor to meet legal requirements.
4. DRAWINGS , SPECIFICATIONS & CODES:
4.1. Drawings
4.1.1. The drawings outlined below are attached.
Drawing Number
Sheet Number
Title Rev Number
Date
Attachment #1 – DHW Heater Specs Attachment #2 – Controls; As-Builts Attachment #3 – Pictures
4.1.2. Dimensions and utility locations are approximate and must be verified in the field.
4.2. Specifications
4.2.1. JBLM DDC Specification 23 09 23
4.3. Codes
4.3.1. The Contractor shall comply with all pertinent Local, State, and Federal building life/health/safety codes as listed.
a. Applicable Unified Facilities Criteria (UFC)
b. UFC 1-200-01: General Building Requirements http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01
c. UFC 1-200-02: High Performance and Sustainable Building Requirements https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-02
d. ASA IE&E SDD policy www.asaie.army.mil/Public/ES/doc/SDD%20Policy.pdf
e. UFC 1-201-01 Non-Permanent DOD Facilities in Support of Military Operations
f. EM 385-1-1
(http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx)
g. National Electrical Code, NFPA 70
h. National Plumbing Code
i. National Fire Protection Association (NFPA) Codes
j. Telecommunication Industry Association/Electrical Industry Association Wiring Standards
(Building Telecommunication Wiring Standards)
k. Army Installation Information Infrastructure Architecture Policy (I3A)
l. JBLM Design Standard specifications (http://www.lewis-mcchord.army.mil/designstandards/)
m. JBLM 420-1 (2017); https://intra.lewis-mcchord.army.mil/dhr/forms/hfl/PubsSite/index.htm
n. JBLM Master Plan, which includes Architectural Appearance Standards http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01 http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-02 http://www.asaie.army.mil/Public/ES/doc/SDD%20Policy.pdf http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx http://www.lewis-mcchord.army.mil/designstandards/ http://www.lewis-mcchord.army.mil/designstandards/ https://intra.lewis-mcchord.army.mil/dhr/forms/hfl/PubsSite/index.htm https://intra.lewis-mcchord.army.mil/dhr/forms/hfl/PubsSite/index.htm
o. PWE-707, Standard Operating Procedure for Construction and Demolition (C&D) Waste Planning and Reporting (Available through government Project Manager)
p. National Pollutant Discharge Elimination System (NPDES) small Municipal Separate Storm Sewer Systems (MS4) Permit No. WAS-026638. Use guidance documents found at https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/stormwater
5. SAFETY:
5.1. USACE Safety and Health Requirements Manual (EM 385-1-1), available online at https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf shall be considered to be a part of this contract and will be enforced as such. The Contractor shall prepare an accident prevention plan in accordance with the most current version of EM 385-1-1.
6. CONTRACTOR QUALITY CONTROL (CQC) DAILY REPORTS:
Maintain current daily records providing factual evidence that required quality control activities and/or tests have been performed. Contractor shall use the government provided daily inspection form. Daily inspection forms shall start at first day of on-site construction and continue until the final inspection date. Indicate a description of trades working on the project; the number of personnel working; weather conditions encountered; equipment on site, and any delays encountered. Cover both conforming and deficient features and include a statement that equipment and materials incorporated in the work and workmanship comply with the contract. Furnish the electronic copy of the report to the Government daily within 24 hours after the date covered by the report. Reports need to be submitted for days on which no work is performed. As a minimum, prepare and submit one report for every 7 days of no work and on the last day of a no work period. All calendar days must be accounted for throughout the life of the Contract. The first report following a day of no work will be for that day only. Reports must be signed and dated by the CQC Manager or Site Superintendent.
7. CONTRACTOR PERSONNEL AND SUB-CONTRACTOR QUALIFICATIONS
7.1. The Government will not exercise any supervision or control over contractor or subcontractor employees performing work under this contract. Such employees shall be accountable solely to the Contractor, not the Government. The Contractor, in turn, shall be accountable to the Government for all contractor employees.
7.2. The Contractor shall take appropriate personnel action, as required, in the event any employee becomes involved with civilian or local authorities because of misconduct. The Contractor’s employees are subject to the same general rules of conduct while on the Government installation that apply to Government civilian employees.
7.3. The Government reserves the right to refuse access to Government installation grounds to any contractor employee if the KO determines it to be in the best interest of the Government.
7.4. The Contractor shall not allow any employee to perform work under the contract while under the influence of alcohol, drugs, or any other incapacitating agent.
7.5. The Contractor shall provide a Site Superintendent at the work site during any construction and shall be the main point of contact for the Government QA. The Site Superintendent shall not be delegated to a subcontractor.
7.6. The Contractor shall provide a Site Safety and Health Officer (SSHO) as required in the EM385-1-1.
The Contractor SSHO may be assigned other duties in addition to the duties required as SSHO. The SSHO may not be delegated to subcontractor.
7.7. The Contractor shall provide a Construction Quality Control (CQC) System Manager. The CQC System Manager may be assigned other duties in addition to the duties required as CQC System Manager. CQC System Manager may be the Superintendent, Project Manager or Lead Trades person. The CQC may not be delegated to subcontractor.
7.8. The Site Superintendent, Safety and Health Officer, and Construction Quality Control may be the same person but not delegated to subcontractor.
8. CONTRACTOR INSPECTIONS
8.1.1. Near the completion of all work or stated elsewhere in the specifications, the QC Manager shall conduct an internal inspection of all the work performed to ensure it meets all the requirements of the base contract as well as the specific requirements within each TO. Once this is accomplished, contractor shall notify the Government that the facility is ready for the Government pre-final inspection. The contractor shall give 5 working day notice to the Government Quality Assurance Representative when requesting a pre-final inspection.
8.1.2. Pre-Final Inspection and Punch List Items. Upon request for a pre-final inspection, the Government will schedule a pre-final inspection to verify that the facility is complete and ready to be occupied. For this inspection to commence a representative from contractor, Directorate of Public Works (DPW), and Contracting shall be present. A Government pre-final punch list may be developed as a result of this inspection which shall detail the items needing correction. The contractor’s QC Manager shall ensure that all any items noted on the pre-final inspection have been corrected within 7 calendar days. Once these items have been addressed, contractor shall notify the Government to request a final inspection, giving 5 working day notice.
8.1.3. Final Inspection and Acceptance. Upon request for a final inspection, the Government will schedule a final inspection to verify that the facility is complete and ready to be occupied. For this inspection to commence a representative from contractor, DPW, and Contracting shall be present.
If all items listed in the pre-final punch list have been corrected, and all work meets the requirements of the Base Contract and TO SOW, Specifications, and Drawings, (if included) the Government shall accept the work and take ownership of the site. If during the pre-final inspection it is discovered that there are no discrepancies, the pre-final inspection may turn into a final inspection.
9. CONTRACTOR LABOR HOURS The Contractor shall report ALL Contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for Joint Base Lewis McChord via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/. Reporting inputs http://www.ecmra.mil/ will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the help desk at: http://www.ecmra.mil/.
10. PAYMENT INVOICE: Requests for payment shall be submitted in accordance with Federal Acquisition Regulations (FAR) Subpart 32.9, entitled "PROMPT PAYMENT", and Paragraphs 52.232- 5 and 52.232-27, entitled "Payments Under Fixed-Price Construction Contracts", and "Prompt Payment for Construction Contracts", respectively, as well as DFARS Clause 252.232-7003, entitled
“ELECTRONIC SUBMISSION OF PAYMENT REQUESTS AND RECEIVING REPORTS”.
Requests for payments to be made by DFAS will be submitted via WIDE AREA WORK FLOW (WAWF). Requests for payments to be made by paying offices other than DFAS shall be submitted in the number of copies and to the designated billing office as indicated in the Contract. WIDE AREA WORK FLOW: See DFARS Clause 252.232-7003 .The payment requests shall be emailed to the DPW Procurement Technicians. The e-mail shall include a copy of the invoice, the release of claims and the invoice checklist. The email subject line name shall read: “W912DW-[insert CONTRACT #]-D-[ insert CONTRACT #]-Contract [insert Contract number] Invoice # [X][Procurement Tech Name].”
Upon approval from DPW, the Contractor is then required to use Wide Area Work Flow (WAWF) to electronically submit invoice payment requests. The contractor is also required to submit the Release of Claims in WAWF for final invoice payment requests. For approved invoice checklists, input the invoice information into WAWF and send a WAWF generated e-mail to the Procurement Technician and Acceptor. The designated acceptor will be documented on the returned invoice checklist. For disapproved invoice checklists, make the necessary corrections and submit a new invoice and invoice checklist.
11. ELECTRONIC FILE FORMATS: The Contractor shall establish and maintain the capability to open, create, and send all documents, including contract submittals in Microsoft Office (EXCEL, WORD, PROJECT, etc.), Adobe Acrobat (.pdf), and other similar formats.
12. ELECTRONIC MAIL (E-MAIL) ADDRESS: The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. The Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for quotes, and other correspondence. The Contracting Officer may also use e-mail to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc.
Multiple e-mail addresses will not be allowed. It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this e-mail address.
13. ENVIRONMENTAL AND CULTURAL RESOURCES
13.1. Asbestos Containing Material
14.1.1. Existing suspect materials involved with all disturbance work are assumed to be Asbestos-
Containing Material (ACM). It is the contractor’s responsibility to either test for, or to assume the suspect material is ACM, and that it is abated /encapsulated in accordance with AHERA, Federal, and Local regulations. No Asbestos Hazard Emergency Response Act (AHERA) inspection is required when the suspect materials are assumed to be ACM. The government reserves the right to accept assumptions of ACM-positive, or to require such AHERA surveys to be performed.
http://www.ecmra.mil/
14.1.2. Available AHERA survey data will be included with each Contract. The Contractor shall determine the adequacy of the existing survey documentation and include additional AHERA inspections in the proposal if necessary.
14.1.3. When performed, inspections shall be accomplished in accordance with the Asbestos Hazard Emergency Response Act (AHERA), Federal and Local regulations. A Certified AHERA Asbestos Building Inspector shall perform all inspections. The inspection documentation shall comply with AHERA, Federal and Local regulations and shall include assessment of each Asbestos-Containing Material (ACM), its location, quantity, type, friability and percentage of asbestos.
14.1.4. If the tested material is positive for asbestos, or assumed to be ACM and must be disturbed during project execution, contractor shall have a certified Asbestos Contractor perform all asbestos disturbance work necessary to complete the project in accordance with 29 CFR 1926.1101, WAC 296-62-077, 296-65, and PSCAA Regulation 3.4. A certified abatement plan and all other applicable requirements of ‘UFGS 02 82 00 Asbestos Remediation’ are also required to be submitted and accepted before work is started. If this effort is believed to constitute differing site condition(s), then submit an RFI identifying the situation.
14.2. Lead-Containing Paint
14.2.1. Existing suspect painted surface materials involved in disturbance work will be considered to contain detectable lead paint. It is the contractor’s responsibility to either test for, or to assume the suspect material is either Lead Based Paint (LBP) or Lead Containing Paint (LCP), and that it is abated/encapsulated in accordance with OSHA, HUD, Federal and Local regulations. The government reserves the right to accept assumptions of LCP/LBP-positive, or to require such LCP/LBP surveys to be performed.
14.2.2. Available lead paint survey will be included with each Contract. The Contractor shall determine the adequacy of the existing survey documentation and include additional lead paint inspections in the proposal if necessary.
14.2.3. When performed, testing shall be accomplished in accordance with OSHA and/or HUD guidelines. A Certified Lead Paint Inspector shall perform lead paint inspections. The inspection documentation shall comply with Federal and Local regulations and shall include identification of all lead paint, its location, quantity, percentage by weight, and TCLP characteristics IAW ASTM E1908-16, “Standard Guide for Sample Selection of Debris Waste from a Building Renovation or Lead Abatement Project for Toxicity Characteristic Leaching Procedure (TCLP) Testing for Leachable Lead (Pb)”
14.2.4. If the suspect lead containing material is tested and proves positive for lead, or when assumed to be a lead containing painted surface, any disturbance work concerning the painted surfaces shall be in accordance with:
a. Federal level: 29 CFR 1926.62:
https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARD S&p_id=10641
b. Washington WISHA-DOSH: WAC 296-62-07521 http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521
c. A contractor work plan is required to be submitted and accepted before work is started, in accordance with applicable sections of ‘UFGS 02 83 00 Lead Remediation.
d. If this effort is believed to constitute differing site condition(s), then submit and RFI identifying the situation.
14.3. Environmental Coordination
14.3.1. The Contractor shall comply with all Joint Base Lewis-McChord (JBLM) environmental requirements, including the most current installation regulation 200-1 (Environmental Protection and Enhancement) and Design Standards specification section 01 57 19 (Temporary Environmental Controls). This includes the submission of an Environmental Protection Plan prior to commencement, as detailed in section 01 57 19. The JBLM Environmental Division will review the Plan and provide any necessary corrections or additions to the Contracting Officer or their representative. Regulation 200-1 and specification section 01 57 19 are available at the JBLM Design Standards website (https://www.lewis-mcchord.army.mil/designstandards/index1.htm).
14.3.2. In accordance with JBLM Reg. 200-3, no construction process water or wastewater shall be discharged to the ground or stormwater conveyance system. Construction discharge must meet requirements of the NPDES Construction General Permit (CGP) for Discharges from Construction Activities and guidance documents under the MS4 Permit. In accordance with JBLM Reg. 200-2, any wastewater generated must be collected, processed, characterized, and disposed of into the JBLM sanitary sewer system or other authorized disposal method. Prior to disposal, waste water characterization must at a minimum include pH, Oil and Grease, BOD, and TSS analysis by a NELAC accredited laboratory. Additional analyses may be required if non-conventional wastes or hazardous materials are potential contaminants. Results shall be submitted for review and approval by Public Works. On site characterization by JBLM Pretreatment staff may waive analytical requirements at the discretion of the Pretreatment program manager. JBLM sanitary sewer discharge requires a Sanitary Sewer Discharge Permit issued by DPW Waste Water Treatment Plant. The Environmental Protection Plan for the project must identify any potential wastewater generation and the process of proper disposal.
14.4. Sustainable Acquisition
14.4.1. In order to comply with federally mandated sustainable acquisition requirements and Department of Defense (DOD) and Department of the Army (DA) Green Procurement Program (GPP) policies, Joint Base Lewis-McChord (JBLM) requires the purchase, supply, and use of environmentally preferable products and services. Program elements include: recovered material products, energy and water efficient products, alternative fuels and fuel efficiency, bio-based products, non-ozone depleting substances, and environmentally preferable products. For a listing of designated items, associated requirements and managing program websites, see https://sftool.gov/greenprocurement.
https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=10641%20 https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=10641%20 http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521 https://www.lewis-mcchord.army.mil/designstandards/index1.htm https://www.lewis-mcchord.army.mil/designstandards/index1.htm https://sftool.gov/
14.4.2. Additionally, the JBLM Guide to Sustainable Acquisition for Construction is available in the
“Reference Manuals” section of the JBLM Design Standards webpage (http://www.lewis-mcchord.army.mil/designstandards/index1.htm).
14.4.3. The Contractor shall comply with all applicable Federal, DOD, Army, and JBLM sustainable acquisition laws and policies. If compliant products are unavailable or determined to be impracticable based on cost or performance, the Contractor shall contact the Contracting Officer or their representative for further guidance and exception requirements. Claims of exception must meet applicable legal criteria and be justified in writing through the submission of a completed HJB Form 225 (Sustainable Acquisition Exception). The form is available at http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf. Additional information is available from the JBLM Sustainable Acquisition Program at (253) 966-6466 or usarmy.jblm.id-readiness.list.dpw-green-procurement@mail.mil
14.5. Environmental Management System
14.5.1. Environmental Management System (EMS). The JBLM EMS conforms to the criteria defined in the international standard, ISO 14001:2004 Environmental management systems – Requirements with guidance for use.
14.5.2. In accordance with EMS procedures, the Contractor shall be familiar with the JBLM environmental policy and shall ensure that this information is considered and incorporated into this project. Additional information regarding the JBLM EMS is available from the installation EMS Coordinator (253-966-6470).
14.5.3. Both the JBLM environmental policy and an environmental awareness training resource are available at the JBLM EMS webpage: https://home.army.mil/lewis-mcchord/index.php/my- Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/environmental-management-system.
14.6. Hazardous Materials (HM)
14.6.1. For any hazardous materials, the Contractor shall submit an initial list of hazardous materials to be used (including unit of measure and Safety Data Sheet for each product). A copy of these documents must be submitted to the Joint Base Lewis-McChord (JBLM) Pollution Prevention Program (usarmy.jblm.id-readiness.list.dpw-aul@mail.mil ) prior to commencement. These items must be reviewed by Pollution Prevention and authorized for use by addition to the contractor’s Authorized Use List (AUL) issued by JBLM Pollution Prevention Program. The Contractor shall not use any hazardous materials not listed on their current AUL issued by Pollution Prevention.
14.6.2. For any in-use hazardous materials, the Contractor shall submit a hazardous material inventory on HJB Form 953 noting the hazardous materials used, the units of measure, quantities used, storage locations, and other information indicated on the form. This inventory shall be submitted at the end of the project. If the project goes into a new calendar year, the Contractor shall also submit a copy of this inventory (accounting for all hazardous materials) by 15 January. For any http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/environmental-management-system https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/environmental-management-system https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/environmental-management-system hazardous materials stored on JBLM, this inventory shall be submitted by the 15th day following the calendar year quarter in which the hazardous materials were used or stored. All HJB 953 inventories shall be submitted electronically and addressed to the Contracting Officer or their representative with usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil included in the carbon copy (“cc”) line of the email. Questions regarding the form may be directed to the JBLM Pollution Prevention Program (966-6469). The current HJB Form 953 and form instructions are available at Section 01 57 19 of the JBLM Design Standards (usarmy.jblm.id-readiness.list.dpw-hm-inventory@mail.mil)
14.7. Archaeological Requirements
14.7.1. Joint Base Lewis-McChord contains many unmarked archaeological sites that may be eligible for listing in the National Register of Historic Places.
14.7.2. In the event that human remains, artifacts, or features of archaeological interest are inadvertently discovered, the contractor will do the following:
14.7.2.1. Immediately cease activity in the vicinity of the discovery.
14.7.2.2. Stabilize and protect such discoveries from further disturbance or public disclosure.
14.7.2.3. Provide immediate notice (no longer than 24 hours following discovery) by telephone and email to the Installation Cultural Resource Manager and Contracting Officer's Representative.
14.7.2.4. Work may not proceed in the vicinity of the discovery until authorized to proceed by the Installation Cultural Resource Manager and the Contracting Officer's Representativ
14.8. Construction and Demolition (C&D) Waste Planning and Reporting
14.8.1. The DOD Integrated (Non-Hazardous) Solid Waste Management Policy requires all facilities to meet a non-hazardous solid waste diversion goal of 60% Construction and Demolition Diversion. Create a waste management plan in accordance with section 01 74 19 of the JBLM Design Standards to meet or exceed the 60% C&D waste diversion target..
14.8.2. Complete and submit quarterly C&D Diversion and Disposal Reporting Form (HJB Form
229) in accordance with form instructions and paragraph "Reports" in Section 01 74 19 of the JBLM Design Standards. The form and instructions can be accessed via the links at Division 01 Section 01 57 19 of the JBLM Design Standards website (http://www.lewis-mcchord.army.mil/designstandards/index1.htm). Section 01 74 19 can also be accessed via the Design Standards website.
15. OTHER CONDITIONS AFFECTING WORK
15.1. Work Coordination
mailto:usarmy.jblm.id-readiness.list.dpw-hm-inventory@mail.mil mailto:usarmy.jblm.id-readiness.list.dpw-hm-inventory@mail.mil
15.1.1. Interfacing With Others
15.1.1.1. Government use of the facilities is anticipated while the work under this CONTRACT is being performed. The work shall be planned and accomplished so that there will be a minimum of interference and inconvenience to occupants in the building and agencies in the vicinity and to other craftsmen who may have to do work in the affected facilities. Any blockage of building exits or driveways must be coordinated in advance.
15.1.1.2. All work will be scheduled and coordinated with the Government Project
Management Team or their designee at all times.
15.1.1.3. The Contractor may not block traffic, roads, access routes, or exits without prior coordination with the Project Manager or other authorized Government representative.
15.1.1.4. Construction restrictions shall be identified as required and indicated on individual
Contracts. Utility outages require 14 calendar day advanced notice.
15.1.2. Pre-Construction Conference. The Contractor shall attend a pre-work meeting presided over by the Project Manager prior to commencing construction activities. The Contractor shall contact the Project Manager within ten (10) business days of issuance of the Contract NTP to establish a date and time for the preconstruction meeting. The Contractor shall submit a site-specific construction schedule and a site specific Work Plan at that meeting for government approval unless these items have been previously approved by the government. The schedule shall be in sufficient detail to identify all aspects of the work including all significant project tasks with durations and start and finish times.
15.2. Compliance with Rules, Regulations, and Statutes
15.2.1. All contractor employees shall observe and comply with all applicable local, State, and Federal rules, regulations, and statutes including those concerning fire, safety, sanitation, security, vehicle safety, and hazardous material handling while performing this Contract. All work shall meet or exceed all applicable industry standards.
15.3. Firearms
15.3.1. Contractor personnel shall carry no firearms while performing work under this Contract.
15.4. Work Hours
15.4.1. Work hours for the Contractor shall be from 7:30 A.M. to 4:30 P.M, Monday through Friday, excluding Saturdays, Sundays, and Federal Holidays. . The Contractor must notify the Contracting Officer (KO) three (3) working days in advance of its intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines that the additional inspection force is reasonably available. All inspections will be done during normal duty hours.
15.4.1.1. Federal Installations under this contract observe the following legal holidays New Year’s Day, 1 January Martin Luther King’s Birthday, Third Monday in January President’s Day, Third Monday in February Memorial Day, Last Monday in May Independence Day, 4 July Labor Day, First Monday in September Columbus Day, Second Monday in October Veterans Day, 11 November
Thanksgiving Day, Fourth Thursday in November Christmas Day, 25 December
15.5. Site Utilities
15.5.1. Outages
15.5.1.1. Any utility outages, including but not limited to, electrical, mechanical, and plumbing systems, shall be coordinated at least ten (10) working days prior to proposed outage. Outages shall be scheduled to minimize interruptions to normal using agency operations. Contractor shall route an outage request form obtained through the government project manager.
15.5.2. Potable Water
15.5.2.1. The Government shall make available to the Contractor, from existing outlets and supplies, reasonable amounts of potable water without charge. The Contractor shall conserve potable water furnished. The Contractor at their own expense shall install and maintain necessary temporary connections and distribution lines and shall remove the connections and lines prior to final acceptance of construction. All connections must be coordinated through the Directorate of Public Works.
15.5.3. Electricity
15.5.3.1. Temporary Power Connections: Subject to available supply, the Government, without charge, shall make reasonable amounts of electric current available to the Contractor for performing work at the work area. The Contractor shall conserve electric current furnished. The Contractor at their own expense shall coordinate with the electrical system owner, City Light & Power (CLP), for temporary electrical connections
15.5.3.2. Permanent Power Connections: The construction contractor shall coordinate with CLP for all exterior electrical civil work within the project construction perimeter. Per Army directive memo for utilities privatization, CLP shall perform all civil and electrical work related to exterior electrical system outside of the project construction perimeter. In all situations, CLP shall procure and install electrical components that are separable from the rest of the site electrical system, make final terminations, and connect to the point of demarcation (POD). CLP’s construction will be awarded through a modification to the electrical distribution system privatization contract with Defense Logistics Agency (DLA). JBLM PW Utilities Branch will be responsible for all CLP modifications with the point of contact Ms. Royanna Solis 253-966-3282, Royanna.E.Solis.civ@mail.mil.
15.5.3.3. For all work performed by the contractor, inspection and acceptance by CLP is required prior to Government acceptance. Acceptance through the Government will not occur without CLP’s concurrence. CLP requirements will govern the installation of the electrical service and Contractor must follow CLP standards and requirements
15.5.3.4. YTC and off post locations: Temporary Power Connections: Subject to available supply, the Government, without charge, shall make reasonable amounts of electric current available to the Contractor for performing work at the work area. The Contractor shall conserve electric current furnished. The Contractor at their own expense shall install and maintain necessary temporary connections and distribution lines and shall remove the connections and lines prior to final acceptance of construction.
mailto:Royanna.E.Solis.civ@mail.mil
15.6. Permits
15.6.1. The Contractor shall obtain and submit copies of ALL permits, unless otherwise specified. Each permit shall be obtained before starting the respective items of work. This includes, but is not limited to, permits necessary for decontaminating water and sewer systems, and digging permits.
15.6.2. Contractors must obtain a "Dig Permit" from Public Works prior to any ground disturbing activities.
15.6.3. Once utilities have been marked as part of the dig permit process, the contractor shall document (photographs and plan drawings) and maintain the markings for the duration of the project.
15.6.4. Projects disturbing an acre or more must request coverage under the NPDES CGP and provide the JBLM Stormwater Program with a copy of the NOI. Submit an electronic Notice of Intent (eNOI) for CGP coverage through the EPA CGP-Net by following the link:
https://www.epa.gov/npdes/submitting-notice-intent-noi-notice-termination-not-or-low-erosivity-waiver-lew-underSubmit a copy of the eNOI to the JBLM Stormwater Program email at: usarmy.jblm.imcom.list.dpw-stormwater@mail.mil
15.7. Safety
15.7.1. USACE Safety and Health Requirements Manual (EM 385-1-1), available online at http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx, shall be considered to be a part of this contract and will be enforced as such. The Contractor shall prepare an accident prevention plan in accordance with the most current version of EM 385-1-1.
15.7.2. If required by the Contract SOW, the Traffic Control Plan, as required in…
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