Cottonwood Submittal Reg.xlsx

XLSX spreadsheet 28 KB Posted

Attached to
UNITED STATES FOREST SERVICE, ROCKY MOUNTAIN REGION 2, ROAD AND BRIDGE CONSTRUCTION SERVICES MATOC
Solicitation number
1240LU24R0013
Issued by

About this file

This file is a submittal register template for road and bridge construction services under a USFS Region 2 MATOC contract. The register details required contractor submissions for two example projects, including various plans, certifications, documentation, and drawings that must be submitted for government review and approval.

Key required submittals include: Quality Control Plan, Hazardous Spill Plan, Fire Prevention Plan, Erosion Control Plan, Construction Schedule, Traffic Control Plan, Bridge Removal Plan, concrete mix designs, structural steel certifications, shop drawings for bridge components, and as-built drawings. The template includes columns for tracking submission dates, review status, and government acceptance. For the first example project, several items were submitted around September 2023 with work continuing through early 2024. The register serves as a tracking tool for contractors to manage and document all required submissions throughout the project lifecycle.

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Text version

Submittals Reqd All ITOPs

EXAMPLE ITOP SUBMITTAL REGISTERProject Title: EXAMPLE ITOPContract Number:
Project Location: FOREST NAME, DISTRICT, AND/OR NFSRContractor: EXAMPLE Contractor
TO BE COMPLETED BY CONTRACTOR QUALITY CONTROL MANAGER OR PROJECT SUPERINTENDANT
Item NumberSpecification Section
and Pargraph Number / Table NumberDESCRIPTION OF ITEM SUBMITTED
(include if it is shop drawings, plans, product data, manufacturer's instructions, samples, test reports, certifications, etc.)CLASSIFICATIONContractor SubmissionGovernment ReviewREVIEW REMARKS
Government ApprovalGovernment AcceptanceDate Submitted to Government (QC Review of Submittal Performed Prior to Submission)Date Submittal Returned to ContractorSubmittal Review Code

Approved/Disapproved Accepted/Not Accepted

1Section HHazardous Conditions Safety PlanX9/9/239/15/23Accepted
2Section HProgress ScheduleX9/9/239/16/23Approved
3Section HDesignation of RepresetnativesX9/9/239/16/23Approved
4FAR 52.222-11SF1413 - ABC Co.C24, XKJ Interprises, TSI LabsX9/9/239/16/23Accepted
5Section H or C???Fire Prevention and Control PlanX9/9/239/16/23Accepted
6Section HTemporary Traffic Control PlanX9/9/239/16/23Approved
OSHA 1926.65 (4)Site Specific Safety and Healthy PlanXDue prior to start of work on site
8Section HErosion Control PlanX9/9/239/16/23Approved
FP 109.01Measurement Notes and RecordsXDue within 24 hours of completeing work that is in-place and complete according to contract.
9FP 157.14Erosion Control Inspection ReportsX9/9/239/16/23Accepted
10FP 107.10 / Section HSpill Prevention and Control Countermeasures Plan (SPCCP)9/9/239/16/23AcceptedDue 2 days before beginning work
FP 107.10Hazardous Spill PlanXRequired when SPCCP is not required by contract. Due 2 days before beginning work.
11FP 153.03Quality Control PlanX9/9/239/16/23Approved
12FP 153.07 (b)Testing Control Charts, November 2023X12/5/2312/7/23Accepted
13FP 153.07 (b)Testing Control Charts, December 2023X1/5/241/8/24Accepted
14FP 153.07 (b)Testing Control Charts, January 2024X2/5/242/9/24Accepted
15FP 204-1Select Borrow Material, Source Classification, Gradation, Liquid LimitX10/1/2310/14/23Accepted
16FP 204-1Select Borrow Material, Production, Classification, Gradation, Liquid Limit, Moisture-densityX10/1/23Accepted
17FP 204-1Select Borrow Material, Production, Density, In Place, Sta. 1+50- 2+50, Layer 1-5X10/21/23Accepted
18FP 204-1Select Borrow Material, Production, Density, In Place, Sta. 1+50- 2+50, Layer 6-10X11/15/23Accepted
18.1FP 204-1Topping Material, Source, ClassificationX10/25/23Not AcceptedSoil classification shall be A-1 or A-2-4.
19FP 204-1Resubmit: Topping Material, Source, ClassificationX10/25/23Accepted
20FP 201-1Topping Material, Production, Moisture-Density, ProcessedX11/21/23Accepted
21FP 201-1Topping Material,Production, Density, In-placeX11/30/23Accepted
22FP 251-1Riprap Material, Class 1, SourceX10/1/23Accepted
23FP 251-1Riprap Material, Class 1, ProductionX12/5/23Accepted
24FP 251-1Riprap Material, Class 2, SourceX10/1/23Accepted
25FP 251-1Riprap Material, Class 2, ProductionX1/15/24Accepted
26FP 301-1Surface Course Aggregate, Commercial Source, LA Abbrasion, Soundness, Fractured Faces, LLX10/1/23Accepted
27FP 301-1Surface Course Aggregate, Commercial Source, Plasticity IndexX10/1/23Accepted
28FP 301-1Surface Course Aggregate, Production, GradationX12/15/23Accepted
29FP 301-1Surface Course Aggregate, Production, Moisture-density, Density, Moisture Content, Fractured FacesX12/15/23Accepted
30FP 602.06Plastic Pipe, Corrugated Polyethelene, 12", Manufacturer's InstructionsX10/1/23Accepted
30.1FP 708Plastic Pipe, Corrugated Polyethelene, 12", Product DataX10/1/23Accepted
32FP 208Cofferdams DrawingsX10/15/2310/25/23Approved
33FP 104.03 (b)As-built Drawings, FinalX1/31/242/10/24Approved

NOTES: The contractor is ultimately responsible for identifying and providing all submittals required by the Individual Project Task Orders. The contractor shall submit the initial submittal register to the CO within 14 days of Notice to Proceed and shall update the submittal register through the project.

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Submittal EXAMPLE ITO

EXAMPLE ITOP SUBMITTAL REGISTERProject Title: South Cottonwood Bridge ReplacementContract Number:
Project Location: PSICC - Salida RD - NFSR 344Contractor:
TO BE COMPLETED BY CONTRACTOR QUALITY CONTROL MANAGER OR PROJECT SUPERINTENDANT
Item NumberSpecification Section
and Paragraph Number / Table NumberPlan Sheet ReferenceSpecifications ReferenceDESCRIPTION OF ITEM SUBMITTED
(include if it is shop drawings, plans, product data, manufacturer's instructions, samples, test reports, certifications, etc.)CLASSIFICATIONContractor SubmissionGovernment ReviewREVIEW REMARKS
Government ApprovalGovernment AcceptanceDate Submitted to Government
(QC Review of Submittal Performed Prior to Submission)Date Submittal Returned to ContractorSubmittal Review Code

Approved/Disapproved Accepted/Not Accepted

1Equipment InspectionN/ASpecial Contract Requirement 107Equipment Inspection
2Written PlanN/AStd. Specification Section 153 and Special Contract Requirement 153Quality Control Plan
3Written PlanN/ASpecial Contract Requirement 153Proposal for Alternate Test Methods (if applicable)
4Written PlanN/ASpecial Contract Requirement 107Hazardous Spill Plan
5Written PlanN/ASpecial Contract Requirement 107Fire Prevention and Suppression Plan
6Written PlanN/ASpecial Contract Requirement 157Erosion Control Plan
7Written PlanN/AStandard Specification Section 157Inspection Reports
8Written PlanN/ASpecial Contract Requirement 203Bridge Removal Plan
9Written PlanN/ASpecial Contract Requirement 155Written Plan for Construction Schedule
10Written PlanN/ASpecial Contract Requirement 156Written Plan for Alternate Traffic Control Plan
11Written PlanN/ASpecial Contract Requirement 156Written Plan for Emergency Access Plan
12Written PlanN/AStandard Specification Section 563Painting Plan
13Written NoticeN/AStandard Specification Section 555Notice of Beginning Shop Work for Structural Steel Fabrication
14Certification/DocumentationN/ASpecial Contract Requirement 107Noxious Weed Certification (Vehicles)
15Certification/DocumentationN/AStandard Specification Section 153Certification of Quality Control Personnel
16Certification/DocumentationN/ASpecial Contract Requirement 153Documentation of Testing Equipment
17Certification/DocumentationN/AStandard Specification Section 552Admixture Compatibility
18Certification/DocumentationN/AStandard Specification Section 552Concrete Mix Design
19Certification/DocumentationN/AStandard Specification 554.10Rebar Production Certification
20Certification/DocumentationN/AStandard Specification Section 153Material Certifications
21Certification/DocumentationN/AStandard Specification Section 157Certification of Erosion Control and Sediment Control Personnel
22Certification/DocumentationSheet 12NAPipe Connector Pull-out Capacity
23Certification/DocumentationSheet 16NATimber posts species/grade
24Certification/DocumentationN/AStandard Specification Section 555AISC Quality Certification
25Certification/DocumentationN/AStandard Specification Section 555Structural Steel Mill Test Reports and Production Certifications
26Certification/DocumentationN/ASpecial Contract Requirement 611Certification of Water Line Installer
27DocumentationN/AStandard Specification 109.01Measurement Notes
28DocumentationN/AStandard Specification Section 153QCP and Construction Operation Report
29DocumentationN/AStandard Specification 203.05 (a) and (d)Disposal Agreements, Statements, and Permits
30DocumentationN/ASpecial Contract Requirement 208.06Cofferdam fill source, construction and restoration method (if applicable)
31DocumentationN/AStandard Specification 552, Table 552-9Concrete Test Results/ Report
32DocumentationN/AStandard Specification 301.03Target Values for Aggregate
33DocumentationSheet 16NAPreservative ASSAY retention report
34SampleN/ASpecial Contract Requirement 552Water Repellent Concrete Sealer
35DrawingsN/AStandard Specification 208Working Drawings & Construction Details of Excavation Support Systems (if applicable)
36DrawingsN/ASpecial Contract Requirement 552Stay-In-Place Forms/Erection Shop Drawings & Calculations
37DrawingsN/AStandard Specification Section 555Structural Steel Shop Drawings & Camber Diagrams
38DrawingsN/ASpecial Contract Requirement 554Rebar Shop Drawings
39DrawingsSheet 14N/ABridge Rail Shop Drawings
40DrawingsSheet 16N/AApproach Rail Shop Drawings
41DrawingsN/ASpecial Contract Requirement 104As-Built Drawings
NOTES:The contractor is ultimately responsible for identifying and providing all submittals required by the Individual Project Task Orders. The contractor shall submit their proposed revisions to the initial submittal register to the CO within 14 days of Notice to Proceed and shall update the submittal register through the project.

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File details come from the government source that posted it. Updated .