Attachment__4-S_Fk_Salmon_River_Rd_Price_Worksheet.xlsx
XLSX spreadsheet 22 KB Posted
- Attached to
- South Fork Salmon River Road Rehabilitation
- Solicitation number
- 12026119R0002
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Text version
Summary
| Base | $0.00 |
| Base Option | $0.00 |
| Payette Option I | $0.00 |
| Boise Option II | $0.00 |
| $0.00 |
Base
| MATERIAL COST | LABOR COSTS | |||||||||
| ITEM NO. | DESCRIPTION | QTY | UNIT | UNIT | TOTAL | MANHOUR MANDAYS | AVERAGE RATE | TOTAL | OTHER DIRECT COSTS | AMOUNT |
| 15101 | MOBILIZATION | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 15221 | CONSTRUCTION SURVEY AND STAKING | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 15401 | CONTRACTOR TESTING | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 15730 | DEWATERING, SOIL EROSION & POLLUTION CONTROL | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 20303A | REMOVAL OF 18" HDPE CULVERT, REMOVE FROM PROJECT | 194 | L.F. | 0 | 0 | $0.00 | ||||
| 20303B | REMOVAL OF CONCRETE CURB, STORE ON SITE | 805 | L.F. | 0 | 0 | $0.00 | ||||
| 20410 | SUBEXCAVATION | 3717 | C.Y. | 0 | 0 | $0.00 | ||||
| 20701A | EARTHWORK GEOSYNTHETICS,TYPE PERMEABLE FABRIC | 12173 | S.Y. | 0 | 0 | $0.00 | ||||
| 30101 | AGGREGATE BASE, GRADING D | 767 | C.Y. | 0 | 0 | $0.00 | ||||
| 30120 | AGGREGATE SUBBASE, 3" CRUSHED WASHED | 3453 | C.Y. | 0 | 0 | $0.00 | ||||
| 40305 | ASPHALT CONCRETE, IDAHO DOT, TYPE II | 4899 | S.Y. | 0 | 0 | $0.00 | ||||
| 60201A | 4" PIPE CULVERT, CORRUGATED POLYETHYLENE DRAINAGE TUBING | 673 | L.F. | 0 | 0 | $0.00 | ||||
| 60201B | 18" PIPE CULVERT, CORRUGATED METAL | 30 | L.F. | 0 | 0 | $0.00 | ||||
| 60201C | 24" PIPE CULVERT, CORRUGATED METAL | 112 | L.F. | 0 | 0 | $0.00 | ||||
| 60220 | PRECAST CHANNEL, GRATE, GEO. DRAIN | 1256 | L.F. | 0 | 0 | $0.00 | ||||
| 60501 | STANDARD UNDERDRAIN SYSTEM | 1988 | L.F. | 0 | 0 | $0.00 | ||||
| 63307 | PLASTIC OBJECT MARKER | 39 | EA | 0 | 0 | $0.00 | ||||
| Sub Total | $0.00 | |||||||||
| Overhead % | $0.00 | |||||||||
| Sub Total | $0.00 | |||||||||
| Profit % | $0.00 | |||||||||
| TOTAL | $0.00 |
Base Option
| MATERIAL COST | LABOR COSTS | |||||||||
| ITEM NO. | DESCRIPTION | QTY | UNIT | UNIT | TOTAL | MANHOUR MANDAYS | AVERAGE RATE | TOTAL | OTHER DIRECT COSTS | AMOUNT |
| 15221 | CONSTRUCTION SURVEY AND STAKING | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 15401 | CONTRACTOR TESTING | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 15730 | DEWATERING, SOIL EROSION & POLLUTION CONTROL | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 20102 | CLEARING AND GRUBBING | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 20303A | REMOVAL OF 18" HDPE CULVERT, REMOVE FROM PROJECT | 30 | L.F. | 0 | 0 | $0.00 | ||||
| 20303C | REMOVAL OF 24" HDPE CULVERT, REMOVE FROM PROJECT | 40 | L.F. | 0 | 0 | $0.00 | ||||
| 20303D | REMOVAL OF 6" PIPE DRAINS, REMOVE FROM PROJECT | 20 | L.F. | 0 | 0 | $0.00 | ||||
| 20401 | ROADWAY EXCAVATION | 100 | C.Y. | 0 | 0 | $0.00 | ||||
| 20404 | UNCLASSIFIED BORROW | 3234 | C.Y. | 0 | 0 | $0.00 | ||||
| 20410 | SUBEXCAVATION | 1394 | C.Y. | 0 | 0 | $0.00 | ||||
| 20701A | EARTHWORK GEOSYNTHETICS,TYPE PERMEABLE FABRIC | 3871 | S.Y. | 0 | 0 | $0.00 | ||||
| 20701B | EARTHWORK GEOSYNTHETICS,TYPE GEOGRID | 350 | S.Y. | 0 | 0 | $0.00 | ||||
| 25208 | ROCK BUTTRESS | 23 | S.Y. | 0 | 0 | $0.00 | ||||
| 25501 | MECHANICALLY STABLIZED EARTH WALL, TYPE | 48 | S.Y. | 0 | 0 | $0.00 | ||||
| 25502 | SELECT GRANULAR BACKFILL | 232 | C.Y. | 0 | 0 | $0.00 | ||||
| 30101 | AGGREGATE BASE, GRADING D | 509 | C.Y. | 0 | 0 | $0.00 | ||||
| 301120 | AGGREGATE SUBBASE, 3" CRUSHED WASHED | 978 | C.Y. | 0 | 0 | $0.00 | ||||
| 40305 | ASPHALT CONCRETE, IDAHO DOT, TYPE II | 2688 | S.Y. | 0 | 0 | $0.00 | ||||
| 60201C | 24" CULVERT, CORRUGATED METAL | 30 | L.F. | 0 | 0 | $0.00 | ||||
| 60201D | 48" CULVERT, CORRUGATED METAL | 86 | L.F. | 0 | 0 | $0.00 | ||||
| 61801 | CONCRETE BARRIER | 30 | L.F. | 0 | 0 | $0.00 | ||||
| 63308 | PLASTIC DELINEATOR POST | 9 | EA | 0 | 0 | $0.00 | ||||
| Sub Total | $0.00 | |||||||||
| Overhead % | $0.00 | |||||||||
| Sub Total | $0.00 | |||||||||
| Profit % | $0.00 | |||||||||
| TOTAL | $0.00 |
Payette Option 1
| MATERIAL COST | LABOR COSTS | |||||||||
| ITEM NO. | DESCRIPTION | QTY | UNIT | UNIT | TOTAL | MANHOUR MANDAYS | AVERAGE RATE | TOTAL | OTHER DIRECT COSTS | TOTAL |
| 15101 | MOBILIZATION | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 15221 | CONSTRUCTION SURVEY AND STAKING | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 15401 | CONTRACTOR TESTING | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 15730 | DEWATERING, SOIL EROSION & POLLUTION CONTROL | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 20303A | REMOVAL OF 18" HDPE CULVERT, FROM PROJECT | 60 | L.F. | 0 | 0 | $0.00 | ||||
| 20430 | ROCK SCALING | 100 | C.Y. | 0 | 0 | $0.00 | ||||
| 25103 | PLACED RIPRAP, CLASS 5 | 377 | S.Y. | 0 | 0 | $0.00 | ||||
| 30101 | AGGREGATE BASE, GRADING D | 4 | C.Y. | 0 | 0 | $0.00 | ||||
| 40305 | ASPHALT CONCRETE, IDAHO DOT, TYPE II | 9662 | S.Y. | 0 | 0 | $0.00 | ||||
| 40603 | FOG SEAL | 17083 | S.Y. | 0 | 0 | $0.00 | ||||
| 40704 | CHIP SEAL, TYPE 1A, GRADING A | 17083 | S.Y. | 0 | 0 | $0.00 | ||||
| 41202 | ASPHALT TACK COAT, TYPE A | 693 | Gal. | 0 | 0 | $0.00 | ||||
| 41301 | ASPHALT PAVEMENT MILLING, 2 INCH DEPTH | 1376 | S.Y. | 0 | 0 | $0.00 | ||||
| 60201C | 24" PIPE CULVERT, CORRUGATED METAL | 60 | L.F. | 0 | 0 | $0.00 | ||||
| Sub Total | $0.00 | |||||||||
| Overhead % | $0.00 | |||||||||
| Sub Total | $0.00 | |||||||||
| Profit % | $0.00 | |||||||||
| TOTAL | $0.00 |
Boise Option II
| MATERIAL COST | LABOR COSTS | |||||||||
| ITEM NO. | DESCRIPTION | QTY | UNIT | UNIT | TOTAL | MANHOUR MANDAYS | AVERAGE RATE | TOTAL | OTHER DIRECT COSTS | AMOUNT |
| 15101 | MOBILIZATION | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 15221 | CONSTRUCTION SURVEY AND STAKING | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 15401 | CONTRACTOR TESTING | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 15713 | DEWATERING, SOIL EROSION & POLLUTION CONTROL | 1 | L.S. | 0 | 0 | $0.00 | ||||
| 20410 | SUBEXCAVATION | 2233 | C.Y. | 0 | 0 | $0.00 | ||||
| 20701A | EARTHWORK GEOSYNTHETICS,TYPE PERMEABLE FABRIC | 4661 | S.Y. | 0 | 0 | $0.00 | ||||
| 20701B | EARTHWORK GEOSYNTHETICS,TYPE GEOGRID | 3480 | S.Y. | 0 | 0 | $0.00 | ||||
| 25208 | ROCK BUTTRESS | 20 | S.Y. | 0 | 0 | $0.00 | ||||
| 25502 | SELECT GRANULAR BACKFILL | 192 | C.Y. | 0 | 0 | $0.00 | ||||
| 30101 | AGGREGATE BASE, GRADING D | 421 | C.Y. | 0 | 0 | $0.00 | ||||
| 30120 | AGGREGATE SUBBASE, 3" CRUSHED WASHED | 1125 | C.Y. | 0 | 0 | $0.00 | ||||
| 40305 | ASPHALT CONCRETE, IDAHO DOT, TYPE II | 9180 | S.Y. | 0 | 0 | $0.00 | ||||
| 40603 | FOG SEAL | 9180 | S.Y. | 0 | 0 | $0.00 | ||||
| 40704 | CHIP SEAL, TYPE 1A, GRADING A | 9180 | S.Y. | 0 | 0 | $0.00 | ||||
| 41202 | ASPHALT TACK COAT, TYPE A | 458 | Gal. | 0 | 0 | $0.00 | ||||
| 41301 | ASPHALT PAVEMENT MILLING, 2 INCH DEPTH | 2430 | S.Y. | 0 | 0 | $0.00 | ||||
| 60201A | 4" PIPE CULVERT, CORRUGATED POLYETHYLENE DRAINAGE TUBING | 48 | L.F. | 0 | 0 | $0.00 | ||||
| 60501 | STANDARD UNDERDRAIN SYSTEM | 100 | L.F. | 0 | 0 | $0.00 | ||||
| 60912 | PLACE STORED CURB | 805 | L.F. | 0 | 0 | $0.00 | ||||
| 61805 | MOVE AND RESET CONC. BARRIERS | 940 | L.F. | 0 | 0 | $0.00 | ||||
| 63307 | PLASTIC OBJECT MARKERS | 2 | EA | 0 | 0 | $0.00 | ||||
| Sub Total | $0.00 | |||||||||
| Overhead % | $0.00 | |||||||||
| Sub Total | $0.00 | |||||||||
| Profit % | $0.00 | |||||||||
| TOTAL | $0.00 |
File details come from the government source that posted it.