Schedule_of_items_West_Fork_bridge2016arev.xls
XLS spreadsheet 38 KB Posted
- Attached to
- WEST FORK BRIDGE REPLACEMENT PROJECT Federal contract opportunity
- Solicitation number
- AG-94TZ-S-16-0094
About this file
SCHEDULE OF ITEMS
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Submittal_Log_1_page.xls | XLS spreadsheet | |
| Clarifications_4_pgs.docx | DOCX document | |
| Amendment_One.docx | DOCX document | |
| SF_30_Amd_One_AG94TZS160094.rtf | RTF text file | |
| GeotechEval_22Jan2007_24_pages.pdf | ||
| Specifications_82_pgs.doc | DOC document | |
| Wage_Determination_AZ160017_01082016_6_pgs.pdf | ||
| COCONINO_FIRE_PLAN_4_pgs.pdf | ||
| Drawings_18_pgs.pdf | ||
| SF_1442.pdf | ||
| Solicitation_AG-94TZ-S-16-0094.docx | DOCX document |
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Text version
Cost estimate
| FSR 231 -M.P. 18.4 West Fork Bridge Replacement | ||||||
| Method of | Estimated | Estimated | ||||
| Pay Item | Description | Measure | Quantity | Pay Unit | Unit Cost | Total |
| 151(01) | Mobilization | LSQ | 1 | LS | ||
| ROADS | Method of | Estimated | Estimated | |||
| Pay Item | Description | Measure | Quantity | Pay Unit | Unit Cost | Total |
| 152(01) | Staking Major Structure, Bridge, Precision A | LSQ | 1 | LS | ||
| 154(01) | Construction sampling and testing | LSQ | 1 | LS | ||
| 201(01) | Clearing and Grubbing, Slash Treatment Methods for tops and limbs 6 or 10, logs 10, and stumps 10, utilization of timber 10 | LSQ | 1 | LS | ||
| 203(01) | Removal of exiting bridge and abutments | LSQ | 1 | LS | ||
| 204(01) | Excavation and Embankment | DQ | 80 | CY | ||
| 208(01) | Structural Excavation | DQ | 1800 | CY | ||
| 208(02) | Rock Excavation | DQ | 160 | CY | ||
| 208(03) | Structural Backfill | DQ | 1760 | CY | ||
| 251(01) | Placed Riprap, Class 4, Method A | DQ | 120 | Ton | ||
| 301(01) | 2" minus aggregate with no fines, Compaction A | AQ | 40 | CY | ||
| 301(01) | Crushed Aggregate, Type Base Course, Grading D, Compaction B | AQ | 140 | CY | ||
| 403(01) | Hot Asphalt Concrete Pavement, Grading C, PG 58-28 | AQ | 125 | Ton | ||
| 552(01) | Concrete Abutment Walls, Class C (AE) | DQ | 200 | CY | ||
| 552(02) | Concrete Abutment Footing, Class C (AE) | DQ | 160 | CY | ||
| 554(01) | Reinforcing Steel for abutment footings, abutment walls, headwalls, wingwall footings, and wingwalls | LSQ | 1 | LS | ||
| 556(01) | Crash Tested Bridge Railing, TL-2 | AQ | 100 | FT | ||
| 556(02) | Bridge Approach Railing, Type IV, Class A | AQ | 100 | FT | ||
| 556(03) | Terminal Section, Type 3K | AQ | 4 | EA | ||
| 557(01) | Treated Structural Glulam Stringers | DQ | 200 | LF | ||
| 557(02) | Treated Structural Glulam Deck panels | DQ | 841 | SF | ||
| 557(03) | Treated 3" Running Planks | DQ | 2.4 | MBF | ||
| 605(01) | 4" Collector Pipe | AQ | 120 | FT | ||
| 605(02) | 4" Outlet Pipe | AQ | 40 | FT | ||
| 625(01) | Seeding, Dry Method | LSQ | 1 | LS | ||
| 629(01) | Erosion control blankets | LSQ | 1 | LS | ||
| 714(01) | Geocomposite Drain | DQ | 300 | SY | ||
| 716(01) | Wood Posts | AQ | 112 | FT | ||
| 717(01) | Steel Posts | AQ | 140 | FT | ||
| Subtotal Roads | ||||||
| SUBTOTAL | ||||||
| BID TOTAL WITH MOB |
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