B12_BLNWR__BASELINE_SUBMITTALS.pdf
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- Attached to
- ID FWS BEAR LAKE MAINT BUNN LAKE WETLAND
- Solicitation number
- 140F0322Q0042
About this file
This document outlines baseline submittal requirements for a federal construction contract with the U.S. Fish and Wildlife Service to perform work at the Bear Lake National Wildlife Refuge in Idaho. The contractor must submit items such as an NPDES permit application, descriptive product literature, a construction progress schedule within 15 days of award, a schedule of values within 7 days before work starts, a spill prevention plan, subcontractor forms within 14 days of award, key personnel assignments within 14 days of starting work, safety plans, testing agency qualifications, permits and licenses, quality control documentation, soil test results for any imported materials, compaction test results at a minimum of every 2,500 square feet of fill, a seed mix list with source and certification, material certifications, shop drawings signed and sealed by an engineer, as-built drawings and specifications at project completion, and closeout documents. The related federal contract opportunity is for maintenance work at Bunn Lake Wetland within the Bear Lake National Wildlife Refuge in Idaho under solicitation number 140F0322Q0042 issued by the U.S. Fish and Wildlife Service.
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USFWS – 03012022 BASELINE SUBMITTAL LIST
USFWS – BEAR LAKE NWR BUNN LAKE PAGE 01 34 00 - 1
SECTION 01 34 00 – BASELINE SUBMITTALS LIST
PART 1 -- GENERAL
A. Completed Work in accordance with the Construction Drawings, Construction Specifications, Environmental Permits, OSHA Construction Safety Standards and All Federal, State, and Local Laws, Codes, Regulations, Standards, and Provisions.
B. NPDES (National Pollutant Discharge Elimination System) or similar permit including Associated Documents, and Erosion Control Plans. Contractor shall Apply for, Pay Fees, and Secure Permits prior to Construction. Note, Contractor shall Verify and Validate whether or not this Permit is Applicable to the Work to be Performed.
C. Descriptive Product Literature: Provide Descriptive Product Literature for the principal components of any trade work. See also individual design drawings and technical specifications for specific requirements. Develop, prepare, and submit Product Literature for All Associated Products and Materials to be Provided and Installed.
D. Construction Progress Schedule: Submit the proposed progress work schedule for approval within 15 days after award of contract. Itemize each principal component/phase of work and the calendar days of anticipated performance. Submit a revised schedule any time the actual work progress delays the scheduled time by more than 14 calendar days.
E. Schedule of Values: Submit a detailed Schedule-of-Values within 7 days prior to the start of on-site work. Format the schedule-of-values to match the Schedule of Items and show sufficient additional detail to allow accurate calculation of monthly progress payments.
Lump sum items shall be broken down into their component parts as applicable with a cost shown for each, i.e., mobilization, bond and insurance, and the principal components of the work.
F. Spill Prevention and Containment Plan. Submit a Written Spill Prevention and Containment Plan.
G. Subcontract List: Submit each proposed subcontractor on a SF 1413 (Statement and Acknowledgment) in accordance with Paragraph (d)(1) of FAR Clause 52.222-11. SF 1413s need to be submitted within 14 days after award of the contract.
H. Key Personnel Names: Within 14 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.
I. Site Specific Safety Plan, Job Hazards Analysis (JHA), and Health and Safety Plan (HSP): Prepare and Submit Site Specific Safety Plan, Job Hazards Analysis (JHA), and Health and Safety Plan (HSP). Provide Detailed Project Data in the Site Specific Safety Plan, Job Hazards Analysis (JHA), and Health and Safety Plan (HSP).
J. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in
USFWS – BEAR LAKE NWR BUNN LAKE PAGE 01 34 00 - 2
the form of a recent report on the inspection of the testing agency by a recognized authority.
K. Permits, Licenses, and Certificates: For Government's record, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work.
L. Quality Control Inspection, Test Reports, Safety Inspections, and Safety Checks: For the Duration of the Contract, perform Quality Control Inspection, Test Reports, Safety Inspections, and Safety Checks and provide copies to the USFWS.
M. Soil, Crushed Aggregate (For Any Materials Imported from Offsite): Gradation Tests, Durability Tests, Optimum Moisture Content/Density Tests, and Certification the Materials are Free of Glass, Bituminous Material, Woody Organic Debris, and any regulated quantities of Hazardous Materials. Materials shall be compatible with existing Native Materials On-site.
N. Compaction Test Results for Compacted Structural Fill. No less than (1) Test Each Layer (Lift) Each 2,500 Square Feet of Fill or in accordance with Project Technical Specifications if more restrictive. Repeat Compaction and Modify Procedure for Failed Test Areas. Increase testing Frequency where required when test areas fail to meet Minimum Compaction Standards.
O. Seed Mix. Species, Composition by Percent Weight, Source, Certified Weed Free. Similar for any fertilizer and Tackifier and If Applicable to this Project.
P. Material Certifications. Certifications for All Products and Materials Proposed for Installation.
Q. Shop Drawings and Structural Calculations. Develop, Prepare, and Submit Shop Drawings. The Shop Drawings shall detail the Design Loads, Material and Product Specifications, Size, Spacing, Placement, Dimensions, Type, and Layout of the Prefabricated Products and shall be in Agreement with the 100% Final Construction Documents (Drawings and Technical Specifications) Approved for Construction.
Shop Drawings shall be signed, stamped, and sealed by a Professional Engineer registered in the State of Idaho Unless Noted Otherwise. Where multiple Professional Engineering Disciplines are required, each applicable drawing page shall be signed, stamped, and sealed by the correct discipline(s) for the work being depicted.
R. As-Constructed Record Drawings and Specifications. Maintain As-Constructed Record Drawings and Specifications at the Project Site and Submit to the USFWS CO and COR at the End of Construction. Construction Drawings and Specifications shall be annotated to reflect As-Constructed Conditions concurrent as the Construction Progresses.
In particular, Submit a Full Size Set of Red-Lined Drawings and Complete Set of Specifications, which clearly indicates the as-constructed work. Submit (1) set of Marked- Up Record Drawings, (1) set of Reproducible CAD Drawings showing As-Constructed Conditions, and (1) Electronic copy on a CD complying with FWS CAD Standards.
USFWS – BEAR LAKE NWR BUNN LAKE PAGE 01 34 00 - 3
S. Close-Out Documents. Submit documents listed in the CLOSE OUT DOCUMENT section under Specification 01 78 00.
PART 2 -- PRODUCTS (NOT USED)
PART 3 -- EXECUTION (NOT USED)
- END OF SECTION –
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