4_SUBMITTAL SCHEDULE.xlsx
XLSX spreadsheet 24 KB Posted
- Attached to
- Repair Drainage and Outfalls Federal contract opportunity
- Solicitation number
- FA462625R0007
About this file
The file is a Submittal Schedule for a Repair Drainage and Outfalls project at Malmstrom Air Force Base in Montana, with solicitation number FA462625R0007. The detailed spreadsheet outlines 77 technical submittal requirements across multiple divisions including General Requirements, Concrete, Metals, Electrical, Earthwork, Exterior Improvements, Utilities, Transportation, and Waterway Construction. Each line item specifies the number of copies required, submission type (such as shop drawings, product data, certifications), and critical timelines for contractor submittals ranging from 1 to 45 days prior to specific project milestones like start of work, final inspection, or delivery.
Key submission categories include environmental protection documents, concrete mix designs, structural steel documentation, electrical equipment brochures, utility drilling plans, storm drain specifications, and various testing and quality control documentation. The project involves firm fixed-price contract work requiring comprehensive technical submittals covering materials, equipment, testing protocols, and operational procedures. A pre-proposal site visit is scheduled for 14 April 2025 at 10:00am, with participants meeting at the 341st Contracting Auditorium before visiting outfall sites, and base access requires coordination with specified point of contact personnel.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 1_Storm Water Outfalls Combined Specs.pdf | ||
| 5_Wage Determination MT20250066_3Jan25.pdf | ||
| 8_Subcontractor Consent.pdf | ||
| Solicitation - FA462625R0007.pdf | ||
| 2_Schedule of Dwgs_Base Option.pdf | ||
| 6_Sections L and M_Drainage Outfalls.pdf | ||
| 3_Repair Storm Drain Combined Drawings.pdf | ||
| 7_Past Performance Questionnaire.pdf |
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Text version
Sheet1
| SCHEDULE OF MATERIALS SUBMITTALS | Project Number | Project Title | Solicitation/Contract No. | ||||||||||||||||||
| NZAS 11-1014 | Repair Drainage and Outfalls | FA4626-R-25-0007 | |||||||||||||||||||
| TO BE COMPLETED BY PROJECT ENGINEER | TO BE COMPLETED BY CONTRACTOR/ADMINISTRATOR | ||||||||||||||||||||
| Number of Copies Required | |||||||||||||||||||||
| LINE NUMBER | ITEM OR DESCRIPTION OF ITEM, CONTRACT REFERENCE, TYPE OF SUBMITTAL | CERTIFICATION OF COMPLIANCE | SHOP DRAWINGS | SAMPLES | COLOR SELECTION | MANUFACTURER'S RECOMMENDATIONS | MANUFACTURER'S WARRANTY | CATALOG DATA | OPERATING INSTRUCTIONS | NOTIFICATION | OTHER | REQUIRED SUBMISSION DATE (BY CONTRACTOR) | DATE RECEIVED IN CONTRACTING | DATE TO CIVIL ENGINEERING | RETURN SUSPENSE DATE | SUBMITTAL NUMBERS | DATE CONTRACTOR NOTIFIED | CONTRACTOR RESUBMITTAL | FINAL APPROVAL | REMARKS | |
| APPROVED | DIS- APPROVED | ||||||||||||||||||||
| DIVISION 01 - GENERAL REQUIREMENTS | |||||||||||||||||||||
| 1 | 01 00 00 General Requirements - 3.3 Schedule of Materials Submittal | 10 d - ANP | |||||||||||||||||||
| 2 | 01 00 00 General Requirements - 3.4.A Manufacturer's Product Brochures & Catalog Data, Components and Materials to be Installed | 4 | 30d -PTSW | ||||||||||||||||||
| 3 | 01 00 00 General Requirements - 3.8.A Start of Work Notification | 3 | 5 d - PTE | ||||||||||||||||||
| 4 | 01 00 00 General Requirements - 3.11 Utility Outages | 3 | 10d - PTE | ||||||||||||||||||
| 5 | 01 00 00 General Requirements - 3.13 Quality Control Plan and Specified Quality Control Submittals | 3 | 10d - ANP | ||||||||||||||||||
| 6 | 01 00 00 General Requirements - 3.16 As-Built Field Data | 3 | 30d - AFI | ||||||||||||||||||
| 7 | 01 00 00 General Requirements - 3.16.D &3.16.E As-Built Field Drawings | 4 | 30d - AFI | AutoCAD CD | |||||||||||||||||
| 8 | 01 00 00 General Requirements - 3.17 O&M Instructions/Manual | 1 | 2 | 1d - ATT | 1 hardcopy, 2 CD's | ||||||||||||||||
| 9 | 01 00 00 General Requirements - 3.23 AF Form 103 | 14d - PTSW | AF Form 103 Work Clearance | ||||||||||||||||||
| 10 | 01 00 00 General Requirements - 3.23.B Tape | 3 | 30d - PTSW | ||||||||||||||||||
| 11 | 01 00 00 General Requirements - 3.26 Nuclear Densometers | 3 | 30d - PTSW | ||||||||||||||||||
| 12 | 01 00 00 General Requirements - 3.28 Notice of Final Inspection | 3 | 14d - PTE | Red line “As-Built” dwgs shall be provided by the Contractor at final inspection. | |||||||||||||||||
| 13 | 01 10 00 Site Security - 1.3 Contractor Entry Authorization List (CEAL) | 3 | 14d - PTSW | EAL | |||||||||||||||||
| 14 | 01 36 00 Environmental Protection - 2.3 Copies of Environmental Permit/Plans | 3 | 5D - AE | ||||||||||||||||||
| 15 | 01 36 00 Environmental Protection - 8.2 EESOH-MIS Hazardous Material List (01 36 00 Attachment 2) | 3 | 30d - PTSW | ||||||||||||||||||
| 16 | 01 36 00 Environmental Protection 11.5( 01 36 00 Attachment 1) Summary of Solid Waste Disposal and Diversion | 3 | 10 - PTFI | ||||||||||||||||||
| 17 | 01 36 00 Environmental Protection - 8.5 Actual Hazardous Material Used | 3 | 10 - PTFI | ||||||||||||||||||
| DIVISION 03 - CONCRETE | |||||||||||||||||||||
| 18 | 03 30 00 Cast-in-Place Concrete - 1.3A Concrete Mix Design | 2 | 30d - BBCW | ||||||||||||||||||
| 19 | 03 30 00 Cast-in-Place Concrete - 1.3B Product Data | 2 | 30d - BBCW | ||||||||||||||||||
| 20 | 3 30 00 Cast-in-Place Concrete - 1.3C Shop Drawings | 2 | 30d BBCW | ||||||||||||||||||
| 21 | 3 30 00 Cast-in-Place Concrete - 1.3D Cold Weather Placing Plan | 2 | 30d BBCW | ||||||||||||||||||
| 22 | 3 30 00 Cast-in-Place Concrete - 1.3E Hot Weather Placing Plan | 2 | 30d BBCW | ||||||||||||||||||
| 23 | 3 30 00 Cast-in-Place Concrete - 1.3F Batch Tickets | 1 | 7d ATT | ||||||||||||||||||
| 24 | 3 30 00 Cast-in-Place Concrete - 1.3G Quality Control Plan | 2 | 30d BBCW | ||||||||||||||||||
| 25 | 3 30 00 Cast-in-Place Concrete - 3.15 Concrete Tests - Comporessive Strength, Slump, Air Content, Temperature | 2 | ATT | ||||||||||||||||||
| DIVISION 05 - METALS | |||||||||||||||||||||
| 26 | 05 12 00 Structural Steel - 1.3A Shop Drawings | 2 | 30d PTE | ||||||||||||||||||
| 27 | 05 12 00 Structural Steel - 1.3B Product Data | 2 | 30d PTE | ||||||||||||||||||
| 28 | 05 12 00 Structural Steel - 1.3C Test Reports | 2 | 30d PTE | ||||||||||||||||||
| 29 | 05 12 00 Structural Steel - 1.3B Certificates | 2 | 30d PTE | ||||||||||||||||||
| DIVISION 26 - ELECTRICAL | |||||||||||||||||||||
| 30 | General Provisions for Electrical Work - 26 00 00 - 2.2 (Brochure of Equipment) | 3 | 45d AFI | ||||||||||||||||||
| 31 | Grounding 26 06 00 - 1.3 | 3 | 15d ANTP | ||||||||||||||||||
| 32 | Electrical Identification 26 07 50 - 1.3 | 3 | 3 | 15d ANTP | |||||||||||||||||
| 33 | Raceways 26 11 00 - 2.5 | 3 | 10d ANTP | ||||||||||||||||||
| 34 | Conductors Under 600V 26 12 00 - 1.3 | 3 | 15d ANTP | ||||||||||||||||||
| 35 | Overhead Medium-Voltage Distribution 26 12 14 - 1.4 | 3 | 15d ANTP | ||||||||||||||||||
| 36 | Overhead Medium-Voltage Distribution 26 12 14 - 1.5 | 3 | 3 | 15d ANTP | |||||||||||||||||
| 37 | Overhead Medium-Voltage Distribution 26 12 14 - 1.6 Maintenance Material Submittals | 3 | 3 | 3 | 45d AFI | ||||||||||||||||
| 38 | 26 24 16 Panelboards - 1.3 Action Submittals | 3 | 3 | 30 D ANP | |||||||||||||||||
| 39 | 26 24 16 Panelboards - 1.4 Informational Submittals | 3 | 3 | 30 D PPC | |||||||||||||||||
| 40 | 26 24 16 Panelboards - 1.5.A Maintenance Material Submittals | 3 | 30 D PPC | ||||||||||||||||||
| 41 | 26 52 10 Exterior Lighting - 1.3 Submittals | 3 | 30 D ANP | ||||||||||||||||||
| 42 | 26 58 20 Lighting Poles and Standards - 1.5 Submittals | 3 | 30 D ANP | ||||||||||||||||||
| DIVISION 31 - EARTHWORK | |||||||||||||||||||||
| 43 | 31 05 19 Geosynthetics for Earthwork - 1.3 Certification of Geotextile or Geogrid | X | 10 D PTSW | ||||||||||||||||||
| 44 | 31 37 00 RipRap - Class I | X | 10 D PTSW | ||||||||||||||||||
| 45 | 31 23 33 Trench Excavation and Backfill for Pipelines and Appurtenant Structures - 2.3 Plastic Marking Tape | 4 | 30D PTSW | ||||||||||||||||||
| 46 | 31 23 33 Trench Excavation and Backfill for Pipelines and Appurtenant Structures - 1.3 Test Results for Pipe Bedding Sieve and Proctor, Pipe Bedding Compaction, Type A Trench Backfill Compaction, Type B Trenchfill Compaction, and Controlled Low Strength Material | 4 | 1D ATT | ||||||||||||||||||
| 47 | 31 23 33 Trench Excavation and Backfill for Pipelines and Appurtenant Structures - 1.5 Written Statement of Method of Maintenance | 4 | 30D PTSW | ||||||||||||||||||
| 48 | 31 23 33 Trench Excavation and Backfill for Pipelines and Appurtenant Structures - 1.8 Utility Notices | 4 | 10D PTSW | ||||||||||||||||||
| 49 | 31 23 33 Trench Excavation and Backfill for Pipelines and Appurtenant Structures - 2.1 Pipe Bedding Material | 4 | 30D PTSW | ||||||||||||||||||
| 50 | 31 23 33 Trench Excavation and Backfill for Pipelines and Appurtenant Structures - 2.2 Pipe Bedding Material | ||||||||||||||||||||
| 51 | 31 23 33 Trench Excavation and Backfill for Pipelines and Appurtenant Structures - 2.3 Plastic Marking Tape | 4 | 30D PTSW | ||||||||||||||||||
| DIVISION 32 - EXTERIOR IMPROVEMENTS | |||||||||||||||||||||
| 52 | 32 10 00 1.1.1 Crushed Gravel Material Properties- OPTION | X | PTSW | ||||||||||||||||||
| 53 | 32 10 00 1.1.2 Plant Mix Gravel- OPTION | X | PTSW | ||||||||||||||||||
| 54 | 32 10 00 1.1.3 Asphalt Cement- OPTION | X | PTSW | ||||||||||||||||||
| 55 | 32 10 00 1.1.4 Tack Coat- OPTION | X | PTSW | ||||||||||||||||||
| 56 | 32 10 00 1.1.5 Asphaltic Mix Design- OPTION | X | PTSW | ||||||||||||||||||
| 57 | 32 10 00 1.1.6 Quality Control Test Results- OPTION | X | PTSW | ||||||||||||||||||
| 58 | 32 11 23 Aggregate and/or Graded Crushed Aggregate Base Course - 2.2 & 2.3 Crushed Base/Leveling Gravel Gradation & Proctor- OPTION | 3 | 10 D PTSW | ||||||||||||||||||
| 59 | 32 11 23 Aggregate and/or Graded Crushed Aggregate Base Course - 3.3 Field Density Testing- OPTION | X | 1 D ATT | ||||||||||||||||||
| 60 | 32 15 00 Aggregate Surface Course - 2.2 & 2.3 Crushed Aggregate Surfacing Material Gradation & Proctor- OPTION | 3 | 10 D PTSW | ||||||||||||||||||
| 61 | 32 15 00 Aggregate Surface Course - 3.3 Field Density Testing- OPTION | X | 1 D ATT | ||||||||||||||||||
| 62 | 32 31 13 1.2 Chain Link Fence | X | 30D PTSW | ||||||||||||||||||
| 63 | 32 92 19 1.2 Seed Mixture | X | X | PTSW | |||||||||||||||||
| 64 | 32 92 19 2.2 Topsoil | X | X | PTSW | |||||||||||||||||
| 65 | 32 92 19 2.3 Fertilizer | X | X | PTSW | |||||||||||||||||
| DIVISION 33 - UTILITIES | |||||||||||||||||||||
| 66 | 33 05 23 Utility Hoizontal Directional Drilling -1.3.3 Drilling Plan | X | 30D ANP | ||||||||||||||||||
| 67 | 33 05 23 Utility Hoizontal Directional Drilling - 1.3.3.1 Pipe Layout Plan | X | 30D ANP | ||||||||||||||||||
| 68 | 33 05 23 Utility Hoizontal Directional Drilling - 1.3.3.4 Drilling Fluid Mgmt Plan | X | 30D ANP | ||||||||||||||||||
| 69 | 33 05 23 Utility Hoizontal Directional Drilling - 2.1.1 Drill Rod | X | 30D ANP | ||||||||||||||||||
| 70 | 33 05 23 Utility Hoizontal Directional Drilling -3.3.2 Drill Logs of guided directional drill operations | X | PTFI | ||||||||||||||||||
| 71 | 33 40 00 Storm Drains - 1.2 Storm Drain Culvert Pipe | 3 | 10 D PTSW | ||||||||||||||||||
| 72 | 33 40 00 Storm Drains - 1.2 Stormwater Bypass Plan | 3 | 10 D PTSW | ||||||||||||||||||
| 73 | 33 40 01 Cured-In-Place Pipe Lining 1.6.A Cured-In-Place Pipe | 3 | 10 D PTSW | ||||||||||||||||||
| DIVISION 34 - TRANSPORATION | |||||||||||||||||||||
| 74 | 34 71 13 Guardrail 1.2 Wood Post and Blockout- OPTION | X | PTSW | ||||||||||||||||||
| DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION | |||||||||||||||||||||
| 75 | 35 20 16.54 - 1.8 Dimensional Outline Drawings | X | 10 D PTSW | ||||||||||||||||||
| 76 | 35 20 16.54 1.8 Quality Field Test | 10 D PTSW | |||||||||||||||||||
| 77 | 35 20 16.54 1.8 Operation and Maintenance Manual | X | PTFI |
| Schedule of Abbreviations: | ||
| AFI = | After Final Inspection | PTE= Prior to Event |
| ANP= | After Notice to Proceed | PTFI= Prior to Final Inspection |
| ATT= | After Test Taken | PTSW = Prior to Start of Work |
| BBCW= | Before Beginning Concrete Work | |
| BD= | Before Delivery |
&"Times New Roman,Regular"&12MALMSTROM AFB, MONTANA &"Times New Roman,Regular"&12
&"Times New Roman,Regular"&12AF Form 66 &F-&D &"Times New Roman,Regular"&12 01330a-&P
REQUIRED TECHNICAL SUBMITTALS
File details come from the government source that posted it. Updated .