Attachment 01Grindstone WWTP SCH B.xlsx
XLSX spreadsheet 15 KB Posted
- Solicitation number
- 12445126B0007
About this file
This is a Schedule B pricing template for the Grindstone Recreation Area Wastewater Treatment Plant Replacement project located in the George Washington & Jefferson National Forest. The project involves comprehensive rehabilitation of the existing sanitary sewer system and decommissioning of the existing lagoon wastewater treatment system at Grindstone Campground. The work is organized into four primary Contract Line Item Numbers (CLINs): Mobilization (CLIN 001), WWTP Decommissioning (CLIN 002), Sanitary Sewer Replacement (CLIN 003), and New WWTP & Disposal System (CLIN 004), with an optional bid item for split rail fencing.
The base scope includes removal and replacement of over 5,280 linear feet of existing sanitary sewer pipe, 24 existing manholes, and installation of approximately 4,680 linear feet of new 8" and 6" PVC sanitary sewer with 26 new manholes. Decommissioning work encompasses removal of existing sanitary, water, and electrical components, discharge lagoons, and sludge mitigation. The new wastewater treatment system features a 5,000 GPD Advantex treatment system with multiple specialized tanks (16,000-gallon primary septic tank, 8,000-gallon secondary septic tank, flow equalization tank, recirculation tanks, and final dose tank), along with drip field components, electrical controls, landscaping screening, security fencing, and site improvements. The project requires selective demolition of three campsites and includes RV dump station installation. All work items are listed as lump sum (LS) or unit pricing basis, with the contractor responsible for furnishing all materials, personnel, and equipment necessary for completion.
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Table 1
George Washington & Jeferson National Forest PROJECT TITLE: Grindstone Rec Area WWTP Replacement
WORKPLAN ACQUISITION PLAN/REQUISITION NO: 712995 / TBD
| Grindstone Recreation Area Wastewater Treatment Plant Replacement | |||
| BASE ITEMS | |||
| ITEM | |||
| NUMBER | DESCRIPTION | EST QTY | PAY |
| UNIT | UNIT COST | Total |
| CLIN 001 Mobilization | |||
| 1.01 | Mobilization | 1 | LS |
| 1.02 | Bonds | 1 | LS |
| 1.03 | Construction Stakeou | 1 | LS |
| 1.04 | Clearing & Grubbing | 1 | LS |
| 1.05 | Contractor Sampling & Testing | 1 | LS |
| 1.06 | Erosion & Sediment Control Measure | 1 | LS |
| 1.07 | Seeding & Restoration | 1 | LS |
| CLIN 002 WWTP Decommissioning | |||
| 2.01 | Fence Removal | 1 | LS |
| 2.02 | Remove Ex. Sanitary Sewer Components | 1 | LS |
| 2.03 | Remove Ex. Water System Components | 1 | LS |
| 2.04 | Remove Ex. Electrical Components | 1 | LS |
| 2.05 | Material Disposal Off-Site | 1 | LS |
| 2.06 | Discharge Lagoons | 1 | LS |
| 2.07 | Sludge Mitigation | 1 | LS |
| 2.08 | Lime Application | 1 | LS |
| 2.09 | Excavation & Fill | 1 | LS |
| 2.10 | Regrade Site | 1 | LS |
| CLIN 003 Sanitary Sewer Replacement | |||
| 3.01 | Remove Ex. Sewer Manhole | 24 | EA |
| 3.02 | Remove Ex. Sewer Pipe | 5,280 | LF |
| 3.03 | Material Disposal Off-Site | 1 | LS |
| 3.04 | 8" DI Cement-Lined Sanitary Sewer | 360 | LF |
| 3.05 | 8” PVC SDR35 Sanitary Sewer | 4,320 | LF |
| 3.06 | 6” PVC SDR35 Sanitary Sewer Lateral | 600 | LF |
| 3.07 | Sanitary Sewer Double Cleanout | 1 | EA |
| 3.08 | Campsite Lateral Connection | 12 | EA |
| 3.09 | Sewer Manhole | 26 | EA |
| 3.10 | Manhole Frame and Cover (watertight) | 26 | EA |
| 3.11 | Rock Excavation (assume (L x 4'w x 0.5'd) | 380 | CY |
| 3.12 | RV Dump Station | 1 | LS |
| 3.13 | Pavement Restoration | 750 | SY |
| 3.14 | Manhole Marker | 26 | EA |
| CLIN 004 New WWTP & Disposal System | |||
| 4.01 | 8” PVC SDR35 Sanitary Sewer | 200 | LF |
| 4.02 | 5000 GPD Advantex System, includes: 4 - AX100 Pods Primary Treatment |
3 - AX20 Pods Secondary Treatment Risers, tank adaptors, epoxy, lids, splice boxes Filters, pumps, pump vaults, controls, Drainfield materials-tubing, zone valve, etc. 1 LS
| 4.03 | 16,000 Gal Septic Tank 1 | 1 | LS |
| 4.04 | 8,000 Gal Septic Tank 2 | 1 | LS |
| 4.05 | 5,000 Gal Flow EQ Tank | 1 | LS |
| 4.06 | 5,000 Gal Recirculation Tank 1 | 1 | LS |
| 4.07 | 5,000 Gal Anox Tank | 1 | LS |
| 4.08 | 3,000 Gal Recirculation Tank 2 | 1 | LS |
| 4.09 | 7,500 Gal Final Dose Tank | 1 | LS |
| 4.10 | Electric Panelboard and Associated Equipment | 1 | LS |
| 4.11 | Selective Demolition: Campsites 73, 75, 76 | 1 | LS |
| 4.12 | Excavation & Fill | 1 | LS |
| 4.13 | Rock Excavation (assume 1 ft under tank area) | 90 | CY |
| 4.14 | Gravel Drive Area | 540 | SF |
| 4.15 | Floodlight, mounted | 1 | EA |
| 4.16 | Yard Hydrant with 1-in Water Service Line | 1 | LS |
| 4.17 | Security Fencing | 520 | LF |
| 4.18 | Drive Culvert | 1 | LS |
| 4.19 | Mowing Marker | 15 | EA |
| 4.2 | Landscape Screening | 1 | LS |
| 4.21 | Swing-arm Gate | 1 | LS |
| 4.22 | Wastewater Treatment Plant Commissioning | 1 | LS |
Base Total =
| BID OPTIONS | ||||
| ITEM | ||||
| NUMBER | DESCRIPTION | EST QTY | PAY | |
| UNIT | UNIT COST | COST | ||
| Bid Option Item #1 | ||||
| 100 | Split Rail Fence | 250 | LF |
Option Total =
Base and Option Total =
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