GLEN_15-4104_Form_66_Submittal_Log_5.xlsx
XLSX spreadsheet 20 KB Posted
- Attached to
- Construct Enoch Rd. from Sputnik St. to Base-X Area. Federal contract opportunity
- Solicitation number
- FA2550-17-R-1010
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Design_Guide_Version_March_2016.pdf | ||
| Request_for_Information_FA255017R1010.docx | DOCX document | |
| GLEN_15-4104_Geotech_Report.pdf | ||
| Enoch_Road_Drawings_3.pdf | ||
| Wage_Determination_CO170018_6.pdf | ||
| 1442_Enoch_Rd._Const_RFP_Released.pdf | ||
| Safety_and_Health_Reqmts_7.pdf | ||
| Enoch_Road_Specifications_2.pdf | ||
| GLEN_15-4104_Bid_Schedule_4.xlsx | XLSX spreadsheet | |
| GLEN_15-4104_SOW_1.pdf |
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Text version
Sheet1
| SCHEDULE OF MATERIAL SUBMITTALS (Paving IDIQ) | PROJECT NO. | PROJECT NAME | SOLICITATION /CONTRACT NUMBER | |||||||||||||||||||
| GLEN 15-4104 | Construct Enoch Road from Sputnik Street to the Base-X Area | |||||||||||||||||||||
| TO BE COMPLETED BY PROJECT ENGINEER | TO BE COMPLETED BY CONTRACT ADMINISTRATOR | |||||||||||||||||||||
| LINE NUMBER | Note: 3 copies required per submittal. Government will retain all submittals. | CERTIFICATE OF COMPLIANCE | SHOP DRAWINGS | COLOR SELECTION | MANUFATURUR'S RECOMMENDATION | CATALOG DATA | O&M RECOMMENDATIONS | CALCULATIONS | WARRANTY | DRAWINGS | REPORT | TEST RESULTS | REQUIRED SUBMISSION DATE | DATE TO CONTRACTING | DATE TO CIVIL ENGINEERING | RETURN SUSPENSE DATE | SUBMITTAL NUMBERS | APPROVED | DISAPPROVED | CONTRACTOR SUBMITTAL | FINAL APPROVAL | REMARKS |
| GENERAL | ||||||||||||||||||||||
| 1 | Approved Form 103, BCE Work Clearance Request | X | Prior to commencement of work | With Map Accurately Showing Work Area | ||||||||||||||||||
| 2 | Project Specific MSDS Sheets | X | NTP + 5 days | Prior to Mobilization | ||||||||||||||||||
| 3 | Form-3064 Contract Progress Schedule | X | Bid Submittal | |||||||||||||||||||
| 4 | Form-3065 Contract Progress Report | X | Each Draw | |||||||||||||||||||
| 5 | Health, Safety, and Environment Plan(s) | 1 | NTP + 5 days | |||||||||||||||||||
| 6 | Traffic Control Plans - For Each Phase of Construction | 1 | 1 | NTP + 10 days | ||||||||||||||||||
| 7 | Contractor's QA/QC Plan | 1 | NTP + 5 days | |||||||||||||||||||
| 8 | Business Telephone and Directory | 1 | NTP + 5 days | |||||||||||||||||||
| 9 | Site Visit Meeting Minutes | 1 | NTP + 5 days | |||||||||||||||||||
| 10 | Construction Schedule | 1 | NTP + 5 days and weekly updates | |||||||||||||||||||
| 11 | Salvageable Material | 1 | NTP + 5 days | |||||||||||||||||||
| 12 | Monthly Solid Waste Reporting | 1 | Monthly Reports | |||||||||||||||||||
| 13 | Hydrant Connection request | 1 | 10 days prior to any work | |||||||||||||||||||
| 14 | Utility Outage Request | 1 | 10 days prior to the proposed outage | |||||||||||||||||||
| 15 | Traffic Change Request | 1 | 10 days prior to commencing with construction activities | |||||||||||||||||||
| CIVIL | ||||||||||||||||||||||
| 16 | Current Backflow Preventer Inspection Cert. | 1 | 1 | 10 days prior to any work | ||||||||||||||||||
| 17 | Joint layout Plan | 1 | 10 days prior to any work | |||||||||||||||||||
| 18 | Select Fill / Class 6 Sieve Analysis | 1 | 1 | NTP+5 days | ||||||||||||||||||
| 19 | Select Fill Chem. Analysis (Where Applicable) | 1 | 1 | NTP+5 days | ||||||||||||||||||
| 20 | Soil Compaction Test Results | 1 | 1 | Within 3 days after test results are made available | ||||||||||||||||||
| 21 | Concrete Mix Design per ACI | 1 | 1 | NTP+5 days | Including Break History | |||||||||||||||||
| 22 | Concrete Batch Tickets, Each Truck | 1 | 1 | Following day | ||||||||||||||||||
| 23 | Concrete 7 and 28 Day ACI Compressive Strength Test Results | 1 | 1 | Within 3 days after test results are made available | ||||||||||||||||||
| 24 | Product Data - Expansion Joint Sealant | 1 | 1 | NTP+5 days | ||||||||||||||||||
| 25 | Concrete Aggregate Sieve Analysis | 1 | 1 | NTP+5 days | ||||||||||||||||||
| 26 | Concrete Curing Compounds, Admixtures, Joint Sealants, Expansion Joints, and Asphalt Crack Sealant Materials | 1 | 1 | NTP+5 days | ||||||||||||||||||
| 27 | Sampling and Testing, Aggregate Base - Sieve Results, Field Density Tests | 1 | 1 | Within 3 days after test results are made available | ||||||||||||||||||
| 28 | Asphalt Mix Design | 1 | NTP+5 days | |||||||||||||||||||
| 29 | Asphalt Test Reports - Aggregates | 1 | 1 | Within 3 days after test results are made available | ||||||||||||||||||
| 30 | Pipe and Headwwall/Flared End Sections | X | X | X | NTP+5 days | |||||||||||||||||
| 31 | Street Signs and Posts | X | X | X | NTP+5 days | |||||||||||||||||
| 32 | Guardrail Materials and Method of Installation | X | X | X | NTP+5 days | |||||||||||||||||
| 33 | Asphalt Cement Binder Certificates | 1 | 1 | NTP+5 days | ||||||||||||||||||
| 34 | Product Data - Paint for Pavement Markings and Glass Beads | 1 | 1 | NTP+5 days | ||||||||||||||||||
| CLOSEOUT | ||||||||||||||||||||||
| 35 | O&M Maintenance data, manuals and Manufacturer's Warranties | 1 | Install + 4 days | |||||||||||||||||||
| 36 | Factory and Field Test Certificates, Logs and Test Results | 1 | 1 | Before Acceptance | ||||||||||||||||||
| 37 | As Built Submittal per AEC Standards on CD | 3 | Final + 7 days |
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File details come from the government source that posted it. Updated .