N_109.08 Request for Progress Payment Forms.xlsx
XLSX spreadsheet 40 KB Posted
- Solicitation number
- 693C73-23-R-000023
View the file
Other files
Show all 28
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PP01
| Form PP01 | ||
| Example Progress Payment Request for: | ||
| PROJECT No. VA ST NASA 1(9) | ||
| NASA Wallops Island Causeway Bridge Over Cat Creek |
| Contractor: | |
| Progress Payment Number: | |
| Progress Payment Dates: | to |
| Form Number | Description | Form Subtotal |
| PP02A | Base Contract Request for Lump Sum Bid Item Payment | $ |
| PP02B | Option 1 Request for Lump Sum Bid Item Payment | $ |
| Total = | $ 0 | |
| Total Previously Paid = | $ | |
| Total to be Paid this Estimate = | $ |
Note: Offeror is responsible for ensuring the equations within all Forms are calculating correctly.
PP02A
| Form PP02A | |
| Example Request for Lump Sum Bid Item Payment | |
| Base Contract |
| Contractor: | |
| Progress Payment Number: | |
| Progress Payment Dates: | to |
| Item Number | Description | Unit | Total Quantity | Bid Price | Current Quantity | Previous Quantity | To Date Quantity | Extension |
| 103 | Partnering | CTSM | ALL | $ 20,000.00 | $ 0 | |||
| 151 | Mobilization | LS | ALL | $ 0 | $ 0 | |||
| 152 | Construction Survey and Staking | LS | ALL | $ 0 | $ 0 | |||
| 154 | Contractor Sampling and Testing | LS | ALL | $ 0 | $ 0 | |||
| 157 | Soil Erosion Control | LS | ALL | $ 0 | $ 0 | |||
| 203 | Clearing and Removals | LS | ALL | $ 0 | $ 0 | |||
| 204 | Excavation | LS | ALL | $ | $ | |||
| 305 | Full Depth Reclamation | LS | ALL | $ | $ | |||
| 401 | Asphalt Concrete Pavement | LS | ALL | $ 0 | $ 0 | |||
| 550 | Bridge | LS | ALL | $ 0 | $ 0 | |||
| 601 | Drainage | LS | ALL | $ 0 | $ 0 | |||
| 615 | Pedestrian Facilities | LS | ALL | $ 0 | $ 0 | |||
| 625 | Permanent Erosion Control | LS | ALL | $ 0 | $ 0 | |||
| 633 | Permanent Traffic Control | LS | ALL | $ 0 | $ 0 | |||
| 635 | Temporary Traffic Control | LS | ALL | $ 0 | $ 0 | |||
| 637 |
tc={0CEE3A13-1880-45C3-A667-D89FB67BDE5B}: [Threaded comment]
Your version of Excel allows you to read this threaded comment; however, any edits to it will get removed if the file is opened in a newer version of Excel. Learn more: https://go.microsoft.com/fwlink/?linkid=870924
Comment:
| Add Item 645 if not included in LS items. | Field Office | LS | ALL | $ 0 | $ 0 |
| 66801-0000 |
tc={72FCC01E-81B1-49DF-96B7-2A338F710D08}: [Threaded comment]
Your version of Excel allows you to read this threaded comment; however, any edits to it will get removed if the file is opened in a newer version of Excel. Learn more: https://go.microsoft.com/fwlink/?linkid=870924
Comment:
| Confirm Items 66801-0000 are not duplicated and remove reference to MP's. | Design-Build (Design MP 121 to MP 152) | LS | ALL | $ 0 | $ 0 | |||
| 66801-0000 | Design-Build (Design MP 152 to MP 204) | LS | ALL | $ 0 | $ 0 | |||
| Form Subtotal = | $ 0 | |||||||
| Note: Offeror is responsible for ensuring the equations within all Forms are calculating correctly. |
PP02B
| Form PP02B | |
| Example Request for Lump Sum Bid Item Payment | |
| Option 1 |
| Contractor: | |
| Progress Payment Number: | |
| Progress Payment Dates: | to |
| Item Number | Description | Unit | Total Quantity | Bid Price | Current Quantity | Previous Quantity | To Date Quantity | Extension |
| 151 | Mobilization | LS | ALL | $ 0 | $ 0 | |||
| 152 | Construction Survey and Staking | LS | ALL | $ 0 | $ 0 | |||
| 154 | Contractor Sampling and Testing | LS | ALL | $ 0 | $ 0 | |||
| 157 | Soil Erosion Control | LS | ALL | $ 0 | $ 0 | |||
| 203 | Clearing and Removals | LS | ALL | $ 0 | $ 0 | |||
| 204 | Excavation | LS | ALL | $ | $ | |||
| 305 | Full Depth Reclamation | LS | ALL | $ | $ | |||
| 401 | Asphalt Concrete Pavement | LS | ALL | $ 0 | $ 0 | |||
| 550 | Bridge (Demolition of existing bridge) | LS | ALL | $ 0 | $ 0 | |||
| 601 | Drainage | LS | ALL | $ 0 | $ 0 | |||
| 615 | Pedestrian Facilities | LS | ALL | $ 0 | $ 0 | |||
| 625 | Permanent Erosion Control | LS | ALL | $ 0 | $ 0 | |||
| 633 | Permanent Traffic Control | LS | ALL | $ 0 | $ 0 | |||
| 635 |
tc={1DB3C739-4E37-4101-99A6-A41C1846D49B}: [Threaded comment]
Your version of Excel allows you to read this threaded comment; however, any edits to it will get removed if the file is opened in a newer version of Excel. Learn more: https://go.microsoft.com/fwlink/?linkid=870924
Comment:
| Confirm if Item 645 should be included. | Temporary Traffic Control | LS | ALL | $ 0 | $ 0 | |
| Form Subtotal = | $ 0 | |||||
| Note: Offeror is responsible for ensuring the equations within all Forms are calculating correctly. |
PP03X
| Form PP03X | |
| Example Schedule of Values Form |
| Contractor: | |
| Progress Payment Number: | |
| Progress Payment Dates: | to |
| Pricing Item Number(1) ∈ | Description ∈ | Unit | Total Quantity (%, unit, or $) | Contribution Factor ∉ | Current Quantity | Previous Quantity | To Date Quantity | Percent Complete | Extension |
| 1 | 2 | 3 | 4 | 5=3+4 | 6=(5/1)*2 | 7=6*1 | |||
| 0103 | Partnering | CTSM | $20,000 | 1 | $ | ||||
| 12101 | Roadway design | LS | 0.4 | ||||||
| 12102 | French Camp Intersection design(s) | LS | 0.05 | ||||||
| 12103 | Environmental Management | LS | 0.05 | ||||||
| 12104 | Geotechnical design | LS | 0.05 | ||||||
| 12105 | Bridge design | LS | 0.1 | ||||||
| 12106 | Hydraulic/Drainage design | LS | 0.3 | ||||||
| 12107 | Temporary & Permanent Traffic Control design | LS | 0.05 | ||||||
| 66801-0000 | Design-Build (Design MP 121 to MP 152) | LS | $XXX,XXX | 1 | ∠ | ||||
| 12101 | Roadway design | LS | 0.4 | ||||||
| 12102 | French Camp Intersection design(s) | LS | 0.05 | ||||||
| 12103 | Environmental Management | LS | 0.05 | ||||||
| 12104 | Geotechnical design | LS | 0.05 | ||||||
| 12105 | Bridge design | LS | 0.1 | ||||||
| 12106 | Hydraulic/Drainage design | LS | 0.3 | ||||||
| 12107 | Temporary & Permanent Traffic Control design | LS | 0.05 | ||||||
| 66801-0000 | Design-Build (Design MP 152 to MP 204) | LS | $XXX,XXX | 1 | ∠ | ||||
| 0151 | Mobilization | LS | $XXX,XXX | 1 | |||||
| 0152 | Construction Survey and Staking | LS | $XXX,XXX | 1 | |||||
| 0154 | Contractor Sampling and Testing | LS | $XXX,XXX | 1 | |||||
| 0637 | Field Office | LS | $XXX,XXX | 1 | |||||
| 20202 | Selective Clearing | Sqyd | 0.25 | ||||||
| 20303__ | Removal of concrete | Sqyd | 0.75 | ||||||
| 0203 | Clearing and Removals | LS | $XXX,XXX | 1 | ∠ | ||||
| 30502 | Full Depth Reclamation with Cement | Sqyd | 0.25 | ||||||
| 40101 | Asphalt Concrete Pavement | T | 0.7 | ||||||
| 41102 & 41201 | Prime Coat & Tack Coat | T | 0.05 | ||||||
| 0401 | Asphalt Concrete Pavement | LS | $XXX,XXX | 1 | ∠ | ||||
| 55101 | Piles | Lnft | 0.2 | ||||||
| 55201 | Structural concrete | Cuyd | 0.3 | ||||||
| 55235 | Expansion joints | Lnft | 0.01 | ||||||
| 55302 | Precast, Prestressed Concrete Bulb Tee Girder | Lnft | 0.25 | ||||||
| 55401 | Reinforcing steel | Lbs | 0.1 | ||||||
| 55601 | Concrete bridge rail | Lnft | 0.05 | ||||||
| 56401 | Bearing Device | Ea | 0.01 | ||||||
| 56901 | Concrete Overlay | Sqyd | 0.08 | ||||||
| 0550 | Bridge | LS | $XXX,XXX | 1 | ∠ | ||||
| 0550 | Bridge (Demolition of existing bridge) | LS | $XXX,XXX | 1 | |||||
| 2080 | Foundation fill | Cuyd | 0.05 | ||||||
| 2510 | Riprap, all classes | Tons | 0.05 | ||||||
| 6010 | Concrete headwall, all sizes | Ea | 0.05 | ||||||
| 60201 | Pipe culvert, all diameters | Lnft | 0.5 | ||||||
| 60206 | End sections, all diameters | Ea | 0.05 | ||||||
| 60403 | Inlets, all types | Ea | 0.1 | ||||||
| 60901 | Curb, all types | Lnft | 0.1 | ||||||
| 60902 | Curb and gutter, all types | Lnft | 0.1 | ||||||
| 0601 | Drainage | LS | $XXX,XXX | 1 | ∠ | ||||
| 0615 | Pedestrian Facilities | LS | $XXX,XXX | 1 | |||||
| 25102 | Riprap, all classes | Tons | 0.25 | ||||||
| 62401 | Furnishing and placing topsoil, 4 inch depth | Sqyd | 0.5 | ||||||
| 62509 | Turf establishment | Acre | 0.1 | ||||||
| 62601 | Furnish and plant trees, all species and sizes | Ea | 0.05 | ||||||
| 62701 | Solid sod | Sqyd | 0.1 | ||||||
| 0625 | Permanent Erosion Control | LS | $XXX,XXX | 1 | ∠ | ||||
| 63304 | Signs, aluminum panels, type III sheeting | Sqft | 0.03 | ||||||
| 63401__ | Pavement markings, type H, solid | Lnft | 0.02 | ||||||
| 63401__ | Pavement markings, type H, solid (Profiled) | Lnft | 0.95 | ||||||
| 0633 | Permanent Traffic Control | LS | $XXX,XXX | 1 | ∠ | ||||
| 0635 |
tc={AE8DD290-5EF3-494A-ADC5-8503B75860AC}: [Threaded comment]
Your version of Excel allows you to read this threaded comment; however, any edits to it will get removed if the file is opened in a newer version of Excel. Learn more: https://go.microsoft.com/fwlink/?linkid=870924
Comment:
Confirm if Item 645 should be included. Temporary Traffic Control LS $XXX,XXX 1
| Notes: |
| ∈ The information shown is intended to describe the appropriate level of detail and is for example only. |
| ∉ The contribution factors shown are for example only. |
| ∠ Sum of the aggregate Percent Complete values for that Lump Sum Bid Item |
| (1) The Pricing Item Number should reflect the Item Numbers on Form PP02X and be broken down appropriately per note ∈ using pay items from |
| the Master EFLHD Pay Item List. |
| Offeror is responsible for ensuring the equations within all Forms are calculating correctly. |
File details come from the government source that posted it. Updated .