SOO Maverick drainage project-FY22AWP-HUAC JAJ30515-8J-Building-12584.pdf
PDF 123 KB Posted
- Attached to
- Repair Drainage Site Maverick
- Solicitation number
- W9124A22R0025
About this file
This statement of objectives (SOO) and related solicitation describe a design/build project to repair drainage at Site Maverick located at Fort Huachuca, Arizona. The contractor will provide design and construction services to add an approved storm drain system near Building 12584, including preparing designs, specifications, permits, and as-built drawings. The project is a 100% small business set-aside with a NAICS code of 237990. The solicitation is a lowest price technically acceptable (LPTA) contract to be awarded on an all-or-none basis. The notice to proceed will be issued within 10 days of award. A site visit will be held on August 11 and questions are due by August 18. Proposals are due on September 7. The wage determination included is Building Construction General Decision Number AZ20220023 dated July 29, 2022.
The SOO requires the contractor to prepare a stormwater pollution prevention plan, obtain AZPDES permits, and comply with environmental requirements. The contractor must provide design and construction oversight, obtain necessary clearances and permits, and construct the permitted storm drain system per the approved design. Closeout requirements include demonstrations, permits, inspections, and as-built drawings.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SOO Site Maverick HUAC JAJ30515-8J
Revision (-)
STATEMENT OF OBJECTIVES (SOO)
Site Maverick drainage
HUAC JAJ30515-8J-Building 12584
Walkway to Entrance of Building Needs Permanent Fix
05 AUGUST 2022
1. Project Background
This project aims to reduce flooding near Building 12584. This location is in a remote mountainous area.
2. Statement of Objectives
2.01 This is a design/build. The Contractor shall provide design and build services and furnish all labor, material, equipment, supervision, transportation, permits, fees, licenses necessary to add an approved storm drain system for Building 12584, located at Fort Huachuca, AZ. A non-specific Statement Of Work (SOW) for this repair project is provided in Section 4, below. The Contractor shall prepare a more detailed SOW outlining their Contract Execution Overview, to include their technical approach, and tentative schedule. The Contractor shall field verify the area of work before submitting their SOW and proposal.
2.02 Environmental Work Statement clause for all exterior work:
Through the Arizona Pollutant Discharge Elimination System (AZPDES) permitting program, the Arizona Department of Environmental Quality (ADEQ) regulates the discharge of storm water from construction sites throughout the state including those on military installations.
“Construction” refers to actions that result in a disturbance of the land, including clearing, grading, excavating, and other similar activities. It also includes “construction-related activities” areas that support the construction project such as stockpiles, borrow areas, concrete truck washouts, fueling areas, material storage areas and equipment storage areas.
The AZPDES Storm water Program requires operators of construction sites which are one acre or larger, including smaller sites that are part of a larger common plan of development, to obtain authorization to discharge storm water under an AZPDES construction storm water permit. The Contractor is responsible for determining whether a construction site will exceed this minimum threshold and for obtaining coverage under an AZPDES construction storm water permit.
Obtaining coverage under an AZPDES permit entails preparing and implementing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with ADEQ requirements and submitting a Notice of Intent (NOI) for coverage under the applicable AZPDES general permit.
Once ADEQ receives the NOI, ADEQ then issues an authorization certificate to the Contractor.
If a contractor has a subcontractor working together on the same project, then the contractor and subcontractor(s) will have to submit an NOI for the same job and separate authorization certificates will be issued to each party.
If the Contractor determines that the project will not exceed the minimum threshold and does not submit an NOI and it is later determined that the threshold is exceeded, the Contractor will be required to stop all work until they have completed the above process. If the appropriate documentation is not provided to the Government prior to the start of construction or once the threshold is exceeded, the Contracting Officer will be notified of the failure to comply with a contract requirement, the ADEQ Enforcement Section will be notified, and other appropriate action will be taken to resolve the matter. The Contractor and any subcontractor(s) will be liable for any fines levied by ADEQ.
A critical component of the SWPPP is final site stabilization. This generally involves restoring the disturbed area to at least 70% of its former vegetative state. After implementing all aspects of the SWPPP, to include final site stabilization, the Contractor submits a Notice of Termination to ADEQ, ending coverage under the AZPDES permit.
An example SWPPP can be found at the following website:
http://cfpub1.epa.gov/npdes/stormwater/swppp.cfm
The Contractor is encouraged to follow the format and content of the sample SWPPP. It is the responsibility of the Contractor to develop a SWPPP that meets applicable requirements. The Government will not review the Contractor SWPPP for compliance with applicable laws. The Contractor and any subcontractor(s) shall provide a copy of the ADEQ Authorization Certificate and a copy of the SWPPP to the Government employee performing construction oversight prior to any construction or construction-related activities as defined above.
3. Proposal Requirements
3.01 Technical Approach. The Contractor Proposal Technical Approach section must address each of the line items listed in Section 4.0, Statement of Work. Language of this section must include a description of the steps and methods by which each item of the SOW will be completed. This description must adhere to the details outlined in pertinent UFGS and UFC specifications (see listing in back of this SOO), such that a clear understanding of the requirements can be demonstrated to a competent qualified person.
Materials/Quantities/Equipment. The Contractor Proposal Materials, Estimated Quantities and Equipment section must provide a clear and detailed list of all of the building materials and estimated quantities, as well as the equipment to be used in the execution of the project. These items must be presented in a bulleted list fashion such that a competent qualified person can understand what materials, estimated quantities, and equipment will be used during the execution phase of the project.
3.03.01 Materials shall include items such as chemical or mechanical fasteners, hardware, devices, fixtures, valves, piping, sealants, structural members, electrical wiring, and all other permanently installed materials at the project location.
3.03.02 Equipment shall consist of all tools, machinery, motorized or engineer driven equipment, and all other non-permanent items which will not be left on site.
3.02 Labor Hours. The Contractor Proposal Labor Hours section must give a detailed breakdown of labor hours, to include an estimated number of hours assigned to each trade or supervisory position including design, such that a clear understanding of the division of labor can be determined. In addition, the total number of hours estimated for the project should be listed.
3.03 Tentative Schedule. The Contractor Proposal Tentative Schedule section must provide a detailed estimate of all activities to be conducted during the project period of performance.
Scheduled actions must be listed in a logical order to demonstrate a clear timeline of the proposed project activities.
4.0 Statement of Work
4.01 The following list is not detailed in scope. The Contractor shall provide a more specific statement of work. Contractor shall use the Arizona Department of Environmental Quality (ADEQ) permit requirements for any storm drain system.
4.02 Design Requirements
4.02.01 Definitions.
4.02.01.01 ADEQ Arizona Department of Environmental Quality
4.02.01.02 AAC Arizona Administrative Code
4.02.01.03 APP (Arizona) Aquifer Protection Permit
4.02.01.04 ARS Arizona Revised Statutes
4.02.01.05 AZPDES Arizona Pollutant Discharge Elimination System
4.02.01.06 ADOT Arizona Department of Transportation
4.03 Contractor shall perform utility coordination and obtain any necessary clearances and permits.
4.04 Contractor shall construct a permitted storm drain system per an approved design.
4.05 Contractor shall perform appropriate engineering related field survey include all elevations and dimensions and prepare base map.
4.06 Contractor shall prepare the hydrology and preliminary hydraulic analyses report to be utilized for the basis of the design.
4.07 Contractor shall prepare storm drain improvement plans.
4.08 Contractor shall prepare a Project Design Report which consists of supporting calculations for the storm drain design.
4.09 Contractor shall prepare plans, contract documents, bid documents, special provisions (if required such as a limit to what may be achieved (the drainage system is intended for a 50 year storm event) and engineer’s estimates of probable construction costs.
4.10 Construction Phase – Technical Oversight
4.11 Contractor shall coordinate with Directorate of Public Works (DPW) for Permit application and approval. Contractor shall perform all ancillary work and include fees in their effort.
4.12 Design and Specification shall have an Arizona Professional Engineer seal and signature for ADEQ approval.
4.13 Contractor shall pay all Arizona Aquifer Protection Permit (APP) 4.22, 4.23, and/or DRY WELL permitting/registration costs.
4.14 Closeout Requirements
4.14.01 Provide Demonstration and Training.
4.14.02 Provide all storm drain system permits and/or registration.
4.14.03 Prepare and submit a DD Form 1354 Information Worksheet.
4.14.04 Perform Final Inspection.
4.14.05 Resolve discrepancies or punch-list items.
4.14.06 Provide testing, commissioning and inspection reports both printed and in pdf format.
4.14.07 Provide final as-built drawings in AutoCAD format per AEC standards with no external references nested within the files and three (3) O&M/warranty manuals with 11x17 as-built prints with six CD/DVDs.
5.0 Schedule
5.01 Notice to Proceed for the project shall be issued no later than 10 calendar days after the award.
The project shall be 100% complete and ready for final inspection no later than 100 working days after the NTP.
5.02 The Contractor’s proposed schedule shall be submitted with the proposal. A revised schedule shall be submitted at the time of the preconstruction conference for approval. The schedule shall be in the form of a progress chart of suitable scale to indicate the percentage of work scheduled for completion at any given date during the period. The schedule shall take into consideration anticipated adverse weather that could preclude progress, long-lead equipment or materials critical to the completion of the project, review periods for submittal items requiring Government review and approval, air quality control permitting process and other events and milestones as necessary. The schedule shall be dated and signed by the preparer.
The schedule shall be updated, revised and submitted for approval each time in the event that work falls behind. The revision number shall be shown on any re-submittal. It is the Contractor’s responsibility to properly maintain the site during the life of the contract and warranty. Any damage caused by nature beyond the Contractor’s control shall be addressed as a separate issue.
6.0 Occupancy
6.01 The building included in the scope of this contract will be occupied.
7.0 Material, Standards, Codes, Regulations, and Workmanship (FAR 52.236-5, Material and Workmanship)
7.01 All materials and equipment shall be new unless otherwise specified. All work shall be completed in accordance with the plans and specifications, applicable industry standards, UFC, UFGS, NFPA, ASHRAE, NEC, MUTCD, SDDCTEA, and AASHTO standards federal, state and local codes, regulations of EPA, OSHA, NEPA, if required; Network Enterprise Center (NEC) and SSVEC requirements; Fort Huachuca Energy Policy and Army Energy and Water Management Program. All Government permits, certifications, lead paint and asbestos analyses, if required, etc. shall be obtained by the Contractor prior to commencement of work or prior to beginning construction and are the specific responsibility of the Contractor (Federal, State and local Governments). Air quality control permitting efforts must be coordinated with DPW ENRD Air Quality Program prior to the start of any construction and prior to making any irrevocable decisions (i.e. purchasing equipment) related to equipment, activities or processes that have the potential to emit air pollutants such as combustion exhaust, dust, asbestos, evaporative emissions, refrigerant, etc. All certifications are the responsibility of the Contractor (potable water health certifications, gas weld certifications, refrigerant technician certifications, asbestos removal certifications, etc.)
and must be provided to the COR prior to final payment.
7.02 The Contractor shall obtain specific approval for all materials and equipment that vary from the standards established herein. All work shall be performed in a skillful and workmanlike manner to current applicable industry standards and in accordance with manufacturer instructions. Work requiring certified craftsmen shall be performed by certified personnel.
Proof of such certification, training, or other qualifications shall be made available to the Government upon request. If the manufacturer of any product used in accomplishing this project has published an installation and/or operation manual, such manual shall be followed in its entirety. If any organization such as, but not limited to, APA or ANSI publish any construction guide, it will be followed as applicable to this project. If the manufacturer’s manual deviates from any established code, regulation, local requirement or this scope of work, such deviation shall be brought to the attention of the Government representative before award, for written resolution. A revised scope of work will be issued to specify such resolution and incorporated in any resulting award.
7.03 Commissioning of major systems (e.g., the storm drainage system, etc.) is required, unless otherwise noted.
7.04 The Contractor shall comply with all Federal, State and Army Environmental requirements.
Ensure Contractor responsibilities and operating limitations are noted in proposal, i.e.
Contractor must conduct and record dust control for all dust-generating activities, Contractor cannot use photo-chemically-reactive solvents in the application of architectural coating, etc.
Contractor shall keep all required records as stated in the following (and any others as required by Federal/State authorities) and submit to the Government.
7.05 Air, water, asbestos, lead based paint and hazardous waste, among others, need to be covered in any construction, demolition or renovation contract; thus, the Contractor is required to maintain all record-keeping and submit it to the appropriate government entity at the appropriate time, with a copy sent to the DPW COR.
7.06 A critical component of this effort is final site stabilization.
8.0 Clean Up (FAR 52.236-12, Cleaning Up)
8.01 The Contractor shall at all times keep the work area, including storage areas, free from accumulation of waste materials. All trash shall be removed from the site on a daily basis. Upon completion of the project, all equipment, materials and other items associated with the project shall be removed from the project site and the site shall be left clean. Any and all waste products created during performance of the work shall be removed from the project site, packaged in an environmentally approved manner and disposed of OFF-POST at an environmentally approved disposal site.
9.0 Utilities
9.01 Where available, onsite utilities will be provided to the Contractor at their expense and will require a Utility Sales Agreement with Fort Huachuca. These utilities shall be used only in the performance and support of the project.
9.02 Any temporary connection to the utility system will be coordinated with the contracting officer’s representative prior to hook-up. The Contractor shall complete the temporary connection and all temporary electrical work in accordance with applicable codes and standards. Temporary electrical wiring and devices shall comply with the current National Electrical Code. Temporary wiring and devices shall be removed at project completion. All temporary electrical work shall be at the Contractor’s expense.
9.03 Expansions/tie-ins to the potable water system and/or sewer collection system must be coordinated with the DPW. Some projects for expanding the potable water system and/or the sewer collection system may require an ADEQ 4.22 or 4.23 permit/NOI prior to breaking ground.
10.0 Storage Areas/Lay down Yards
10.01 The Contractor and the Contracting Officer’s Representative will agree on temporary storage areas and lay down yards in the general location of the project. Request for proposed storage area shall be submitted with the proposal documents. The Contractor shall be responsible for the safety, security and maintenance associated with storage areas. Storage areas shall be kept clean and in a neat and organized appearance at all times. If the storage area is not maintained, the Contracting Officer may direct the Contractor to store materials off the installation. Storage areas and lay down yards shall be returned to the existing stable state, which may require some rehabilitation of the land, like re-seeding with native grass mixtures.
11.0 DD Form 1354 Worksheet Preparation
11.01 The Contractor shall prepare a DD Form 1354 Information Worksheet near completion of the project and submit it to the Government prior to final inspection and acceptance. The Contractor may obtain a DD Form 1354 Information worksheet from the DOC CS or the
DPW COR.
12.0 Controlled Areas
12.01 The Contractor will be escorted for any and all work performed in controlled or secured areas. The occupant of the facility requiring the work will provide an escort for the Contractor.
13.0 Waste Disposal and Borrow Pits
13.01 The Contractor shall comply with the Fort Huachuca Waste Disposal/Borrow Pit Plan and submit a project specific Environmental Protection/Borrow Pit Plan.
14.0 Contractor Quality Control (CQC)
14.01 The Contractor is responsible for quality control and shall establish and maintain an effective quality control system and shall include the following:
14.01.01 The Quality control system shall consist of plans, procedures, and organization necessary to produce an end product that complies with the specified requirements of this project. The system shall cover all construction activities, both on site and off site, and shall be coordinated with the proposed construction schedule.
14.01.02 The Contractor shall submit to the COR for review and approval a Contractor Quality Control Plan proposed to implement the specified requirements. The plan shall identify personnel, procedures, controls, instructions, tests, records, and forms to be used. Construction shall be permitted to begin only after acceptance of the CQC plan.
The plan shall include, as a minimum, the following to cover all construction operations and features.
14.01.02.01 A description of the CQC organization and lines of authority (e.g., Organization Chart).
14.01.02.02 Names, qualifications, duties, responsibilities, and authorities of CQC personnel.
14.01.02.03 Procedures for scheduling, reviewing, certifying, and managing submittals.
14.01.02.04 Procedures for conducting CQC inspections to include routine inspections, follow-up inspections on deficient work, pre-final inspections, and final inspections.
14.01.02.05 Procedures for tracking construction deficiencies from the time of identification through acceptable corrective action (e.g., Deficiency Tracking Log).
14.01.02.06 Documentation and reporting procedures, including proposed reporting format.
14.01.03 The Contractor shall maintain current records providing factual evidence that the required QC activities and/or tests have been performed. These records shall be furnished to the Government daily and within 24 hours after the date covered by the report (except when no work is performed; then one report shall be submitted for every seven days of no work). The reports shall include the work of subcontractors and suppliers and shall be on an acceptable form that includes, as a minimum, the following information:
14.01.03.01 Contractor/subcontractor and their area of responsibility.
14.01.03.02 Work performed each day, giving location, description, and by whom. 14.01.03.03 Weather conditions encountered.
14.01.03.04 Any delays encountered.
14.01.03.05 Test and/or control activities performed with results and references to specifications/drawings.
14.01.03.06 Materials received at the site with statement as to quantity and quality, acceptability, and storage.
14.01.03.07 Submittals and deliverables reviewed.
14.01.03.08 Job safety evaluations stating what was checked, results, and instructions or corrective actions taken.
14.01.03.09 Instructions given or received and conflicts in plans and or specifications.
14.01.03.10 Contractor’s verification statement that equipment and materials incorporated into the work and the workmanship comply with the specified requirements.
14.01.03.11 Air Quality Control – the Contractor shall comply with all requirements of the Fort Huachuca Air Quality Control Permit and other Clean Air Act regulations by submitting all required records, including but not limited to the following, as applicable, in accordance with applicable pre-construction/construction/post- construction timelines, to the DPW ENRD Air Quality Program:
14.01.03.11.01 Detailed equipment specifications and activity/process descriptions
14.01.03.11.02 Documentation of equipment that was installed in accordance with manufacturer instruction
14.01.03.11.03 Specifications of removed equipment
14.01.03.11.04 Dust control logs
14.01.03.11.05 Report of run times occurring during equipment installation (i.e. generator hour meter readings)
14.01.03.11.06 EPA engine certifications
14.01.03.11.07 Records of Asbestos NESHAP Notification for Renovation and Demolition Activities forms filed with the appropriate state/county entity and all supporting documentation
14.01.03.11.08 Miscellaneous chemical usage
15.0 Inspection
15.01 All work is subject to inspection and testing by the Government at all places and at all reasonable times before acceptance, in accordance with FAR 52.246-12, Inspection of Construction. Government inspections and tests do not relieve the Contractor of the responsibility for providing adequate quality control measures, nor does it constitute or imply Government acceptance of the work. The presence or absence of a Government inspector does not relieve the Contractor of complying with the specified requirements, nor is the Government inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.
16.0 Accident Prevention
16.01 The Contractor shall comply with 29 CFR part 1926, 29 CFR part 1910, all state and local occupational safety and health requirements, and the requirements of EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual.
16.02 The Contractor is responsible for accident prevention and safety and shall establish and maintain an effective system.
16.03 The plan shall be developed by a “qualified person” (EM 385-1-1, A-1, 1.a.) and be signed by a representative of the prime Contractor’s “corporate office authorized to obligate the company.” The plan shall meet the minimum basic outline requirements contained in EM 385-1-1, Appendix A. The plan shall be job-specific and shall include work to be performed by subcontractors and measures to be taken by the Contractor to control hazards associated with materials, services, or equipment provided by suppliers. The accident prevention plan shall include procedures for frequent safety inspections, conducted by competent persons, of the work sites, material, and equipment to ensure compliance with the plan and other referenced standards. Unless otherwise approved, Quality Control personnel shall conduct and document daily safety inspections.
17.0 Submittals
17.01 The Contractor shall provide information and/or submit samples of materials that the Contractor contemplates incorporating in the work. All submittals shall be at the Contractor’s expense.
17.02 The following submittal items are required for this project:
17.02.01 Submittals required prior to start of construction (normally at the PRECON) shall include:
17.02.01.01 Construction schedule
17.02.01.02 Project designs, specifications, design analysis
17.02.01.03 Shop drawings
17.02.01.04 Submittal Register (ENG FORM 4025 and
4288) 17.02.01.05 Catalog cuts (equipment and materials)
17.02.01.06 Finish material samples and/or product data
17.02.01.07 Subcontractor personnel list (POC with phone number)
17.02.01.08 Quality Control, Accident Prevention, Disposal/Borrow Pit Plans
17.02.01.09 Permits and certifications (Dig Permit, NOIs, 4.01 permits, Hot Work, etc.) 17.02.01.10 Air Quality Control and other Environmental submittals as appropriate
17.02.02 Submittals required during the construction period shall include:
17.02.02.01 Monthly reports to COR
17.02.02.02 Air Quality Control Reports and other Environmental submittals
17.02.02.03 TAB reports – certified by NEBB Technician
17.02.02.04 Draft DD Form 1354 Worksheet
17.02.02.05 Air Quality Control and other Environmental submittals as appropriate
17.02.03 Submittals required near the end of the project but before final inspection:
17.02.03.01 Final DD Form 1354 Worksheet
17.02.03.02 As-Built drawings (per contract requirements)
17.02.03.03 Certified Commissioning Reports
17.02.03.04 O&M manuals – 3 hard copies and one computer disk (CD)
17.02.03.05 All required certifications (potable water piping, gas line joint fusion weld certification, etc.)
17.02.03.06 Training for shop and design
personnel 17.02.03.07 Estimate quantity of all recycled wastes 17.02.03.08 Repair parts list and vendors 17.02.03.09 Maintenance paint
17.02.03.10 Air Quality Control and other Environmental submittals as appropriate (construction water used, Dust control records, etc.)
17.03 If any of the equipment/material submittals are disapproved, the Contractor shall resubmit the disapproved submittals for review and comment within five (5) working days of notification of their disapproval. This process shall continue until all equipment/materials are approved by the government.
17.04 If Contractor uses or installs materials or equipment without approval, he does so at the risk of subsequent rejection, and replacement at his cost.
17.05 Final Inspection and Acceptance.
17.06 Final inspection and acceptance shall be conducted after the pre-final inspection is completed by the CQC representative and the pre-final inspection punch list items are completed by the Contractor. The CQC representative compiles the pre-final punch list immediately after the work is completed. The Government’s PM/COR/QA representative will sign for completion documents after the final inspection and its punch list items are corrected; and upon receipt of acceptable As-Built Drawings and any delayed work (seeding prior to rainy season, Air Conditioning Test, Adjustment and Balancing in summer months, etc.).
18.0 Warranty Requirements
18.01 All work shall be covered under the one-year warranty of construction (FAR 52.246- 21, Warranty of Construction).
18.02 In addition to the one-year warranty of construction, the Contractor shall obtain all warranties that would normally be given in commercial practice and, upon final acceptance of the work (or before), provide a list to the Government of each warranted equipment item, feature of construction, or system. The list shall indicate the following:
18.02.01 Name of item.
18.02.02 Model and Serial Number.
18.02.03 Installed location.
18.02.04 Name and phone numbers of manufacturers or suppliers.
18.02.05 Names, addresses, and phone numbers of sources of spare parts.
18.02.06 Warranties and terms of warranty. Items with warranties extending beyond the one- year warranty shall be indicated with separate warranty expiration dates.
18.02.07 Start date and duration of warranty period.
18.02.08 Summary of maintenance procedures required to continue the warranty in force with cross-reference to specific pertinent operation and maintenance manuals as applicable.
18.03 The list shall include the status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers, and for all commissioned systems such as fire protection and alarm systems, sprinkler systems, lightning protection systems, etc.
18.04 At approximately four and nine months after acceptance the Government may conduct warranty inspections. The inspections will be scheduled by the Government COR/Project Manager and conducted with the user, and, if possible, contractor personnel attending. A list of deficiencies existing at the time will be compiled and furnished to the Contractor for correction.
19.0 Related Specification Documents
19.01 Arizona Specifications
19.01.01 https://www.azdeq.gov/APP/ComplianceAssistance
19.02 UFC Specifications
19.02.01 The Contractor shall develop their own listing of specifications IAW the task order. The listing provided is a guide.
19.03 UFGS Specifications and other
19.03.01 UFGS 00 01 15 LIST OF DRAWINGS
19.03.02 UFGS 01 11 00 SUMMARY OF WORK
19.03.03 UFGS 01 32 01.00 10 PROJECT SCHEDULE
19.03.04 UFGS 01 33 00 SUBMITTAL PROCEDURES
19.03.05 UFGS 01 33 29 SUSTAINABILITY REPORTING
19.03.06 UFGS 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
19.03.07 UFGS 01 45 00.00 10 QUALITY CONTROL (MATERIALS)
19.03.08 UFGS 01 45 00.00 40 QUALITY CONTROL (PROCESS)
19.03.09 UFGS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
19.03.10 UFGS 01 57 19 TEMPORATY ENVIRONMENTAL CONTROLS
19.03.11 UFGS 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
19.03.12 UFGS 01 75 00.00 40 STARTING AND ADJUSTING
19.03.13 UFGS 01 78 00 CLOSEOUT SUBMITTALS
19.03.14 UFGS 01 78 23 OPERATION AND MAINTENANCE DATA
19.03.15 UFGS 22 13 29 SANITARY SEWAGE PUMPS
19.03.16 UFGS 26 00 00 BASI ELECTICAL MATERIALS AND METHODS
19.03.17 UFGS 31 00 00 EARTHWORK
19.03.18 UFGS 31 23 00 EXCAVATION AND FILL
19.03.19 UFGS 33 30 00 SANITARY SEWERS
File details come from the government source that posted it. Updated .