1-Bid Form.xlsx
XLSX spreadsheet 11 KB Posted
- Attached to
- Project 31215 - Westview Force Main - Phase II
- Solicitation number
- IFB4367-03/26
- Issued by
- Clark County, Jefferson City, Missouri
About this file
This is a Unit Price Schedule Bid Form for Project 31215, the Westview Force Main - Phase II project in Missouri, a wastewater infrastructure construction initiative. The project encompasses the furnishing of all material, labor, and equipment for construction of approximately 8,150 feet of new wastewater force main, storm sewer replacements, and approximately 1,160 feet of 12-inch sanitary sewer with associated structures and connections. The bid form itemizes 23 line items organized into force main base bid categories, including mobilization and demobilization, surveying, clearing and grubbing, erosion control, temporary bypass pumping, and traffic control. Major construction components include 12-inch force main ductile iron pipe in three installation methods (open cut below pavement at 3,225 linear feet, open cut below non-pavement at 4,480 linear feet, and jack and bore installation at 445 linear feet), 15-inch storm sewer, 12-inch and 8-inch gravity sewer main, isolation valves, air release valves, manhole construction at various depths and diameters, street restoration including milling and asphalt resurfacing, and pipe encasement.
Bidders are required to provide unit prices for each line item with corresponding total bid prices calculated by multiplying the unit price by the quantity. The bid form includes quantities measured in linear feet, each, square yards, tons, and vertical feet across the various construction elements. All pricing is structured as lump sum for mobilization and site preparation activities, with unit prices applied to measurable quantities for piping, structures, and restoration work. The form does not specify response deadlines, bid due dates, site visit requirements, pre-bid conferences, or award timelines within the document itself.
View the file
Other files
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
Table 1
| UNIT PRICE SCHEDULE – FORCE MAIN BID ITEMS | ||||||
| No. | Item | Qty | Unit | Bid Unit Price | Bid Price | |
| FORCE MAIN BASE BID ITEMS | ||||||
| 1 | Mobilization / Demobilization / Bonds / Insurance / Permitting | 1 | LS | $ per LS | $ | |
| 2 | Contractor-Furnished Surveying and Staking | 1 | LS | $ per LS | $ | |
| 3 | Clearing, Grubbing, Haul-off, Tree Removal and Disposal of Trees and Vegetation | 1 | LS | $ per LS | $ | |
| 4 | Erosion Control | 1 | LS | $ per LS | $ | |
| 5 | Temporary Bypass Pumping, Complete | 1 | LS | $ per LS | $ | |
| 6 | Traffic Control and Temporary Construction Signage | 1 | LS | $ per LS | $ | |
| 7 | 12" Force Main Ductile Iron (Pressure Class 350), Open Cut Below Pavement | 3,225 | LF | $ per LF | $ | |
| 8 | 12" Force Main Ductile Iron (Pressure Class 350), Open Cut Below Non-Pavement | 4,480 | LF | $ per LF | $ | |
| 9 | 12" Force Main Ductile Iron | |||||
| (Pressure Class 350), Jack and Bore Installation | 445 | LF | $ per LF | $ | ||
| 10 | 12” Isolation Valve (Plug Valve) | 4 | EA | $ per EA | $ | |
| 11 | 15” Storm Sewer, Open Cut | |||||
| Below Pavement | 20 | LF | $ per LF | $ | ||
| 12 | Air Release Valve | 4 | EA | $ per EA | $ | |
| 13 | Connect 12" Force Main into Proposed Manhole | 1 | EA | $ per EA | $ | |
| 14 | Street Restoration – Milling | 9,375 | SY | $ per SY | $ | |
| 15 | Street Restoration – Asphalt Resurfacing | 845 | TON | $ per TON | $ | |
| 16 | 12" ASTM D3034 SDR-26 PVC |
Gravity Sewer Main (Open Cut,
| Below Non-Paved) | 1,177 | LF | $ per LF | $ | ||
| 17 | Connect Proposed 12" Sewer to New Manhole on Existing Sewer | 1 | EA | $ per EA | $ | |
| 18 | Gravity Sewer Standard 4' Diameter Eccentric Manhole, Complete (6' Deep or | |||||
| Shallower to Flow Line) | 3 | EA | $ per EA | $ | ||
| 19 | Gravity Sewer Standard 4' Diameter Eccentric Manhole, Additional Depth (Greater than | |||||
| 6' from top of MH to Effluent Flow Line) | 12 | VF | $ per VF | $ | ||
| 20 | Gravity Sewer 4’ Diameter | |||||
| Eccentric Drop Manhole | 4 | EA | $ per EA | $ | ||
| 21 | Gravity Sewer 6’ Diameter | |||||
| Eccentric Manhole | 1 | EA | $ per EA | $ | ||
| 22 | 8" ASTM D3034 SDR-26 PVC | |||||
| Gravity Sewer Main (Open Cut, Below Non-Paved) | 30 | LF | $ per LF | $ | ||
| 23 | Encasement of 8” Gravity | |||||
| Sewer | 110 | LF | $ per LF | $ | ||
| $0.00 |
File details come from the government source that posted it. Updated .