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 containing pricing and quantity details for various construction items at multiple sites for a federal contract opportunity. The contract opportunity is for the LF Contours project, issued by the Department of the Air Force Global Strike Command, with a solicitation number of FA4528-24-R-0008. The contract magnitude is between $1,000,000 and $5,000,000. The contract requires construction services such as site grading, access road grading, ditch grading, gravel, stone, and culvert work at 13 different sites. The contract will be awarded on a best value trade-off basis, with price and technical factors being weighted equally. The contract requires compliance with specific wage rates and REAL ID Act requirements for base access. Proposals are due at a future date, and the government plans to evaluate and award a contract.
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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 .