Berry Creek Submittal Reg.xlsx
XLSX spreadsheet 29 KB Posted
- Attached to
- UNITED STATES FOREST SERVICE, ROCKY MOUNTAIN REGION 2, ROAD AND BRIDGE CONSTRUCTION SERVICES MATOC
- Solicitation number
- 1240LU25R0008
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a submittal register template for road and bridge construction projects under a Forest Service MATOC contract, specifically showing required contractor submittals for the Berry Creek Culvert Replacement project on the White River National Forest. The register details approximately 50 required submittals including safety plans, quality control documentation, material testing reports, construction drawings, and environmental compliance documents.
Key submittal requirements include hazardous conditions safety plans, progress schedules, erosion control plans, quality control plans, material testing reports for aggregates and concrete, dewatering plans, traffic control plans, and as-built drawings. The template indicates specific timing requirements, such as submitting the quality control plan at the preconstruction conference, traffic control plans 30 days before intended use, and blasting plans 14 days before operations begin. The register is meant to be updated monthly and includes columns for tracking submission dates, government review status, and approval/acceptance documentation.
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Text version
Submittals Reqd All ITOPs
| EXAMPLE ITOP SUBMITTAL REGISTER | Project Title: EXAMPLE ITOP | Contract Number: | ||||||
| Project Location: FOREST NAME, DISTRICT, AND/OR NFSR | Contractor: EXAMPLE Contractor | |||||||
| TO BE COMPLETED BY CONTRACTOR QUALITY CONTROL MANAGER OR PROJECT SUPERINTENDANT | ||||||||
| Item Number | Specification Section | |||||||
| and Pargraph Number / Table Number | DESCRIPTION OF ITEM SUBMITTED | |||||||
| (include if it is shop drawings, plans, product data, manufacturer's instructions, samples, test reports, certifications, etc.) | CLASSIFICATION | Contractor Submission | Government Review | REVIEW REMARKS | ||||
| Government Approval | Government Acceptance | Date Submitted to Government (QC Review of Submittal Performed Prior to Submission) | Date Submittal Returned to Contractor | Submittal Review Code |
Approved/Disapproved Accepted/Not Accepted
| 1 | Section H | Hazardous Conditions Safety Plan | X | 9/9/23 | 9/15/23 | Accepted | ||
| 2 | Section H | Progress Schedule | X | 9/9/23 | 9/16/23 | Approved | ||
| 3 | Section H | Designation of Represetnatives | X | 9/9/23 | 9/16/23 | Approved | ||
| 4 | FAR 52.222-11 | SF1413 - ABC Co.C24, XKJ Interprises, TSI Labs | X | 9/9/23 | 9/16/23 | Accepted | ||
| 5 | Section H or C??? | Fire Prevention and Control Plan | X | 9/9/23 | 9/16/23 | Accepted | ||
| 6 | Section H | Temporary Traffic Control Plan | X | 9/9/23 | 9/16/23 | Approved | ||
| OSHA 1926.65 (4) | Site Specific Safety and Healthy Plan | X | Due prior to start of work on site | |||||
| 8 | Section H | Erosion Control Plan | X | 9/9/23 | 9/16/23 | Approved | ||
| FP 109.01 | Measurement Notes and Records | X | Due within 24 hours of completeing work that is in-place and complete according to contract. | |||||
| 9 | FP 157.14 | Erosion Control Inspection Reports | X | 9/9/23 | 9/16/23 | Accepted | ||
| 10 | FP 107.10 / Section H | Spill Prevention and Control Countermeasures Plan (SPCCP) | 9/9/23 | 9/16/23 | Accepted | Due 2 days before beginning work | ||
| FP 107.10 | Hazardous Spill Plan | X | Required when SPCCP is not required by contract. Due 2 days before beginning work. | |||||
| 11 | FP 153.03 | Quality Control Plan | X | 9/9/23 | 9/16/23 | Approved | ||
| 12 | FP 153.07 (b) | Testing Control Charts, November 2023 | X | 12/5/23 | 12/7/23 | Accepted | ||
| 13 | FP 153.07 (b) | Testing Control Charts, December 2023 | X | 1/5/24 | 1/8/24 | Accepted | ||
| 14 | FP 153.07 (b) | Testing Control Charts, January 2024 | X | 2/5/24 | 2/9/24 | Accepted | ||
| 15 | FP 204-1 | Select Borrow Material, Source Classification, Gradation, Liquid Limit | X | 10/1/23 | 10/14/23 | Accepted | ||
| 16 | FP 204-1 | Select Borrow Material, Production, Classification, Gradation, Liquid Limit, Moisture-density | X | 10/1/23 | Accepted | |||
| 17 | FP 204-1 | Select Borrow Material, Production, Density, In Place, Sta. 1+50- 2+50, Layer 1-5 | X | 10/21/23 | Accepted | |||
| 18 | FP 204-1 | Select Borrow Material, Production, Density, In Place, Sta. 1+50- 2+50, Layer 6-10 | X | 11/15/23 | Accepted | |||
| 18.1 | FP 204-1 | Topping Material, Source, Classification | X | 10/25/23 | Not Accepted | Soil classification shall be A-1 or A-2-4. | ||
| 19 | FP 204-1 | Resubmit: Topping Material, Source, Classification | X | 10/25/23 | Accepted | |||
| 20 | FP 201-1 | Topping Material, Production, Moisture-Density, Processed | X | 11/21/23 | Accepted | |||
| 21 | FP 201-1 | Topping Material,Production, Density, In-place | X | 11/30/23 | Accepted | |||
| 22 | FP 251-1 | Riprap Material, Class 1, Source | X | 10/1/23 | Accepted | |||
| 23 | FP 251-1 | Riprap Material, Class 1, Production | X | 12/5/23 | Accepted | |||
| 24 | FP 251-1 | Riprap Material, Class 2, Source | X | 10/1/23 | Accepted | |||
| 25 | FP 251-1 | Riprap Material, Class 2, Production | X | 1/15/24 | Accepted | |||
| 26 | FP 301-1 | Surface Course Aggregate, Commercial Source, LA Abbrasion, Soundness, Fractured Faces, LL | X | 10/1/23 | Accepted | |||
| 27 | FP 301-1 | Surface Course Aggregate, Commercial Source, Plasticity Index | X | 10/1/23 | Accepted | |||
| 28 | FP 301-1 | Surface Course Aggregate, Production, Gradation | X | 12/15/23 | Accepted | |||
| 29 | FP 301-1 | Surface Course Aggregate, Production, Moisture-density, Density, Moisture Content, Fractured Faces | X | 12/15/23 | Accepted | |||
| 30 | FP 602.06 | Plastic Pipe, Corrugated Polyethelene, 12", Manufacturer's Instructions | X | 10/1/23 | Accepted | |||
| 30.1 | FP 708 | Plastic Pipe, Corrugated Polyethelene, 12", Product Data | X | 10/1/23 | Accepted | |||
| 32 | FP 208 | Cofferdams Drawings | X | 10/15/23 | 10/25/23 | Approved | ||
| 33 | FP 104.03 (b) | As-built Drawings, Final | X | 1/31/24 | 2/10/24 | Approved |
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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Inital Submittal Register
| SUBMITTAL REGISTER | Project Title: Berry Creek Culvert Replacement | Contract Number: | ||||
| Project Location: White River National Forest, Holy Cross Ranger District, NFSR 774 | Contractor: | |||||
| TO BE COMPLETED BY CONTRACTOR QUALITY CONTROL MANAGER OR PROJECT SUPERINTENDANT | ||||||
| Item Number | Specification Section | |||||
| and Paragraph Number / Table Number | DESCRIPTION OF ITEM SUBMITTED | |||||
| (include if it is shop drawings, plans, product data, manufacturer's instructions, samples, test reports, certifications, etc.) | CLASSIFICATION | Contractor Submission | Government Review | SUBMITTAL NOTES & |
REVIEW REMARKS
| Government Approval | Government Acceptance | Date Submitted to Government | |||
| (QC Review of Submittal Performed Prior to Submission) | Date Submittal Returned to Contractor | Submittal Review Code |
Approved/Disapproved Accepted/Not Accepted
| FP 104.03 (c) | As-built Drawings and Revisions Log | X | Note: Required before final inspection | |||
| FP 107.02 & SCR | Special Equipment Cleaning Requirements Inspection Report | X | Note: Use provided form | |||
| FP 107.10 | Spill Prevention, Control, & Countermeasure Plan | X | ||||
| FP 151 | Access Road Improvements Plan | X | ||||
| FP 152.03 | AMG Method Technology Statement, Personnel Qualifications, Contractor Quality Control Plan | X | Note: Required a the preconstruction conference | |||
| FP 152.05 (g) | Culverts Survey Data | X | ||||
| FP 153.02 | Quality Control Manager & Testers Qualifications | |||||
| X | ||||||
| FP 153.03 | Quality Control Plan | |||||
| X | ||||||
| FP 153.07 | Control Charts | X | ||||
| FP 153.07 | Quality Control and Construction Operations Reports | |||||
| X | Note: Submit daily reports for the week no later than the Monday following week | |||||
| FP 156.03 | Traffic Control Plan | X | Note: Required 30 days before intended use | |||
| FP 157.04 | Soil Erosion and Sediment Control Plan | X | ||||
| FP 157.14 | Soil Erosion and Sediment Control Inspection Reports | X | ||||
| FP 205.04 | Blaster Qualifications | X | Note: Required 14 days before drilling and blasting operations begin. | |||
| FP 205.05 | General Blasting Plan | X | Note: Required 14 days before drilling and blasting operations begin. | |||
| FP 205.05 | Site Specific Blasting Plans | X | Note: Required 14 days before drilling and blasting operations begin. | |||
| FP 205.06 | Pre-blast Condition Survey Records | X | Note: If optional item for blasting is exercised. Required 3 days following last blast | |||
| FP 205.09 (a) | Post-blast Report | X | Note: If optional item for blasting is exercised. | |||
| FP 205.09 (b) | Vibration and Air-blasting Report | X | Note: If optional item for blasting is exercised. Required 3 days following last blast | |||
| FP 205.09 (c) | Close-out Statement | X | Note: If optional item for blasting is exercised. | |||
| FP 208 Table 208-1 | Foundation Fill Classification and Gradation Source Test Reports | X | ||||
| FP 208 Table 208-1 | Foundation Fill Moisture-Density and Density Production Test Reports | X | Note: Density in place reports are required for each layer, before placing next layer. | |||
| FP 208 Table 208-1 | Structural Backfill Moisture-Density and Density Production Test Reports | X | Note: Density in place reports are required for each layer, before placing next layer. | |||
| FP 208 Table 208-1 | Structural Backfill Moisture-Density and Density Source Test Reports | X | ||||
| FP 208..05 & 07 & 648.07 | Dewatering Plan, Cofferdams, Drawings, and Construction Details | X | ||||
| FP 208.03 | Excavation Sloping Design | X | ||||
| FP 301 Table 301-1 | Aggregate Quality Source Test Reports (LA Abrasion, Soundness, Fractured Faces, LL) | X | ||||
| FP 301 Table 301-1 | Surface Aggregate Source PI (Commercial Source) | X | ||||
| FP 301 Table 301-1 | Surface Course Aggregate Production Gradation, PI | X | ||||
| FP 301 Table 301-1 | Surface Course Aggregate Production Moisture-density, Density, Moisture Content (in-place), Fractured Faces | X | ||||
| FP 301 Table 301-1 | Surface course Surface Tolerance & Grade Report | X | ||||
| FP 301.02 | Material Submittals (105.01) & Commercial Certifications [106.03 (b)] | X | Note: Material submittals are applicable to materials required for project. They can be submitted under the technical spec division number or under the 700 Material section. | |||
| FP 301.03 | Aggregate Sieve Size Target Values and Aggregate Sample | X | Note: Required 12 days before incorporating aggregate into the work. | |||
| FP 552 / 104.03 (b) (1) | Forms and Falsework Drawings (if electing to Cast-in-Place ) | X | Note: Required if electing to Cast-in-Place | |||
| FP 552 Table 552-9 & FP 590 | Aggregate Production Test Reports (Gradation, Fineness, Moisture) | X | ||||
| FP 552 Table 552-9 & FP 590 | Concrete Compressive Strength Test Reports | X | ||||
| FP 552 Table 552-9 & FP 590 | Concrete Production Test Reports (Density, Air, Slump, Temperature) | X | ||||
| FP 552 Table 552-9 FP 590 | Aggregate Source Test Reports | X | ||||
| FP 552.03 & FP 590 | Structural Concrete Mix Design | X | Note: Required 36 days prior to production. Use FHWA Form 1608 | |||
| FP 552.09 & FP 590 | Quality Control of Mix | X | ||||
| FP 552.10 & FP 590 | Hot and Cold Weather Concrete Plans | X | Note: These should be submitted if there is any potential for concrete placement or curing in hot or cold weather concreting conditions as per ACI and FP. | |||
| FP 552.20 & FP 590 | Cementitious Material Certificates | X | ||||
| FP 554.02 | Material Submittals (105.01) & Commercial Certifications [106.03 (b)] | X | ||||
| FP 554.03 | Resteel Order Lists | X | ||||
| FP 590 / FP 104.03 (b) (1) | Precast Fabrication and Installation Drawings | X | ||||
| FP 590.02 | Material Submittals (105.01) & Commercial Certifications [106.03 (b)] | X | Note: Material submittals are applicable to materials required for project. They can be submitted under the technical spec division number or under the 700 Material section. | |||
| FP 603.02 | Material Submittals (105.01) & Commercial Certifications [106.03 (b)] | X | Note: Material submittals are applicable to materials required for project. They can be submitted under the technical spec division number or under the 700 Material section. | |||
| FP 603.03 | Structural Plate Arch, Headwalls, Wingwalls, and Tie Backs Design Drawings/Shop Drawings, Details, &Calculations | X | ||||
| FP 603.04 | Structural Plate Arch Manufacturer's Assembly Instructions and Specifications | X | Note: Required before assembly | |||
| FP 648.02 | Material Submittals (105.01) & Commercial Certifications [106.03 (b)] | X | Note: Material submittals are applicable to materials required for project. They can be submitted under the technical spec division number or under the 700 Material section. | |||
| Section H, FAR 52.236-15 & SCRs | Schedules for Construction Contracts | X |
GENERAL NOTES: The contractor is ultimately responsible for identifying and providing all submittals required by the 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 as submittals are progressed. Update at least monthly.
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