Attachment 3 - MAF LF Contours_FY24 Seed Project.xlsx
XLSX spreadsheet 65 KB Posted
- Attached to
- LF Contours
- Solicitation number
- FA4528-24-R-0008
About this file
This document appears to be an Excel spreadsheet titled "Attachment 3 - MAF LF Contours_FY24 Seed Project" that contains detailed cost estimates for various site preparation activities, such as site grading, access road grading, ditch grading, gravel and stone placement, and culvert work, across multiple sites labeled K-8 through M-3.
The related federal contract opportunity is a solicitation (Solicitation Number FA4528-24-R-0008) for the "LF Contours" project, with an estimated value between $1,000,000 and $5,000,000. The work is for Heavy Construction and the applicable wage rates are provided. The solicitation notes that the award will be made on a best value trade-off decision, with price and technical factors weighted equally. The solicitation also includes special instructions regarding base access requirements.
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K-8
| SITE K-8 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 320 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 160 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 120 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 0 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 0 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
K-9
| SITE K-9 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 440 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 0 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.1 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 131 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 12 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 0 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
K-10
| SITE K-10 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 240 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 150 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 110 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 0 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 1 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
K-11
| SITE K-11 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 160 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 135 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 105 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 0 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 0 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
L-3
| SITE L=3 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 400 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 110 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 130 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 0 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 0 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
L-4
| SITE L-4 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 400 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 170 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 130 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 12 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 1 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
L-7
| SITE L-7 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 400 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 145 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 130 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 0 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 1 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
L-8
| SITE L-8 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 260 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 180 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 115 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 0 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 0 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
L-9
| SITE L-9 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 160 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 300 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 103 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 12 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 0 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
L-10
| SITE L-10 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 400 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 150 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 130 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 12 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 0 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
L-11
| SITE L-11 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 320 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 260 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 120 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 0 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 0 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
M-2
| SITE M-2 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 300 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 132 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 120 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 0 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 0 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
M-3
| SITE M-3 | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 1 | $0.00 | |
| 1.2 | Site Grading | PS | 1 | $0.00 | |
| 1.2 | Access Road Grading | LF | 260 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 100 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | Ton | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 114 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 60 | $0.00 | |
| 1.6 | Stone (1 1/2"-2" clean Crushed Rock) | TON | 0 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 0 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 1 | $0.00 | ||
| TOTAL | $0.00 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
Site Totals
| Repair MAF/LF Contours | |
| Sites | ESTIMATED |
| TOTAL | |
| SITE # | AMOUNT |
| K-8 | |
| K-9 | |
| K-10 | |
| K-11 | |
| L-3 | |
| L-4 | |
| L-7 | |
| L-8 | |
| L-9 | |
| L-10 | |
| L-11 | |
| M-2 | |
| M-3 |
| TOTAL | |
| Opt FY24 |
List the total cost of each individual site.
TOTAL
| Repair MAF/LF Contours | Opt FY24 | ||||
| Sites | ESTIMATED | ||||
| UNIT | ESTIMATED | UNIT | TOTAL | ||
| ITEM | DESCRIPTION | ISSUE | QUANTITY | PRICE | AMOUNT |
| 1.1 | Mobilization | PS | 13 | $0.00 | |
| 1.2 | Site Grading | PS | 13 | $0.00 | |
| 1.2 | Access Road Grading | LF | 4060 | $0.00 | |
| 1.3 | Ditch Grading on Site | LF | 1992 | $0.00 | |
| 1.3 | Main Ditch Grading off Site | LF | 0 | $0.00 | |
| 1.4 | Embankment Materials | TON | 0 | $0.00 | |
| 1.4 | Clay Barrier Layer (For Berms Only) | TON | 0 | $0.00 | |
| 1.5 | Gravel (Class 13/section 02546) | TON | 1558 | $0.00 | |
| 1.6 | Stone (1" clean Crushed Rock) | TON | 780 | $0.00 | |
| 1.6 | Stone (1 1/2" to 2" clean Crushed Rock) | TON | 48 | $0.00 | |
| 1.7 | 18" Culvert | LF | 0 | $0.00 | |
| 1.7 | 24" Culvert | LF | 0 | $0.00 | |
| 1.7 | 30" Culvert | LF | 0 | $0.00 | |
| 1.7 | 36" Culvert | LF | 0 | $0.00 | |
| 1.7 | 18" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 24" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 30" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | 36" Flared End Section | EA | 0 | $0.00 | |
| 1.7 | Relay Culvert | LF | 0 | $0.00 | |
| 1.7 | Clean Culvert | LS | 3 | $0.00 | |
| 1.7 | 8' Stubbed T-Post | EA | 0 | $0.00 | |
| 1.7 | Clean SP 104 Drainage Trench | EA | 0 | $0.00 | |
| 1.7 | HydroVac SP 104 Pits | PS | 0 | $0.00 | |
| 1.8 | Seeding | SY | 0 | $0.00 | |
| 1.9 | Topsoil | CY | 0 | $0.00 | |
| 1.10 | Rock (Cleaned 4"-8" Rock ) | TON | 0 | $0.00 | |
| 1.11 | Geotextile | SY | 0 | $0.00 | |
| Performance Bonds | PS | 13 | $0.00 | ||
| TOTAL | $0.00 | ||||
| Opt FY24 |
| PS = Per Site |
| LS = Lump Sum |
| LF = Linear Feet |
File details come from the government source that posted it. Updated .