The file's text, extracted by GovTribe without its formatting.
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 | |
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 |