B12_HMNAR__BASELINE_SUBMITTALS_0001.pdf
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- Attached to
- OR-HMNAR -REFUGE GRADE ROAD RESTORATION
- Solicitation number
- 140F0322R0012
About this file
This document outlines baseline submittal requirements for a federal contract to restore grade roads at the Hart Mountain National Antelope Refuge in Oregon. The contractor must provide a NPDES permit, descriptive product literature, a construction progress schedule within 15 days of award, and a schedule of values within 7 days prior to start of on-site work. Additional requirements include a spill prevention plan, subcontractor list within 14 days of award, key personnel assignments within 14 days of start of construction, and site-specific safety plans. The contractor must also provide soil and material test results, seed and fertilizer specifications, material certifications, shop drawings requiring professional engineering seals, and as-built record drawings and specifications at the end of construction. The related solicitation is for the OR-HMNAR grade road restoration project managed by the Department of the Interior Fish and Wildlife Service.
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USFWS – 02252022 BASELINE SUBMITTAL LIST
USFWS – HART MOUNTAIN NAR GRADE ROAD RESTORATION 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, the NPDES Permit is required for this Project because (a) the combined project activities disturb one or more acres of land through construction activities and (b) there is a possibility that storm water could run off the project site during construction activities and into surface waters or conveyance systems leading to surface waters of the state.
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
USFWS – HART MOUNTAIN NAR GRADE ROAD RESTORATION PAGE 01 34 00 - 2
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 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. 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 Oregon 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.
USFWS – HART MOUNTAIN NAR GRADE ROAD RESTORATION PAGE 01 34 00 - 3
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.
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 –
USFWS – HART MOUNTAIN NAR GRADE ROAD RESTORATION PAGE 01 34 00 - 4
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