FY21_P2-480971_AFDSG-00-CS101_AMDTR0002.pdf
PDF 1 MB Posted
- Attached to
- AFD Spillway Gate Recoating and HSS Weld Repair
- Solicitation number
- W912DW22R0008
About this file
This document includes a site plan and specifications for a federal contract opportunity for spillway gate recoating and weld repair work at Albeni Falls Dam in Idaho. The U.S. Army Corps of Engineers Seattle District is seeking proposals for recoating 11 spillway gates and repairing high-strength steel welds. Offerors must be able to complete all on-site work within a four-day, 10-hour schedule and finish all work for three gates within 1085 days from notice to proceed, with options to complete the remaining eight gates as funding allows. Proposals are due under solicitation number W912DW22R0008 by June 2022 and will be evaluated on a fixed price with economic price adjustment basis. The selected contractor will be required to accomplish all on-site work within the dam's restricted work schedule.
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Other files
| File | Type | Posted |
|---|---|---|
| 00 72 00-A_R0002.docx | DOCX document | |
| 22R00080002.pdf | ||
| AFD Spillway 22R0008 - Site Visit.pdf | ||
| W912DW22R0008 A1.pdf | ||
| W912DW22R0008-REFERENCE DRAWING.pdf | ||
| W912DW22R0008 - DRAWING COMPILATION.pdf | ||
| W912DW22R0008 AFD Spillway Recoating and repairs.pdf |
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Text version
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1" = 100' A1
GENERAL NOTES:
SITE PLAN
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NO LOADING SHALL OCCUR ON INTAKE DECK.3.
CRANE CAN MOVE THE SPILLWAY GATES TO EITHER END OF THE SPILLWAY.
NO HEAVY EQUIPMENT PERMITTED ON SPILLWAY. THE EXISTING SPILLWAY
MAXIMUM WIDTH OF THE SPILLWAY BRIDGES IS APPROXIMATELY 5FT.
NARROW ACCESS AREA. FULL SIZED TRUCKS ARE NOT PERMITTED. THE 2.
ARE APPROXIMATE.
FEATURES IDENTIFIED ON THE DRAWINGS, AND THE LOCATIONS SHOWN
SITE SURVEY WAS NOT USED TO PREPARE THESE DRAWINGS. THE
THE PROVIDED DRAWINGS ARE SCHEMATIC IN NATURE. AN ENGINEERING 1.
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4. PROPOSED TRANSITION POINT. FINAL LOCATION MUST BE DETERMINED BY CONTRACTOR BASED ON THEIR MEANS AND METHODS. TRANSITION
POINT MUST BE WITHIN THE TRAVEL LIMITS OF THE GOVERNMENT
CRANE RAILS.
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POSSIBLE TRANSITION POINT FOR GATES
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| FY21_P2-480971_AFDSG-01-GENERAL-95QC |
| G-001 - TITLE, LOCATION AND VICINITY MAPS |
| G-002 - DRAWING INDEX |
| FY21_P2-480971_AFDSG-05-CIVIL-95QC |
| CS100 - ACCESS AND HAUL ROUTE |
| CS101 - SITE PLAN |
| FY21_P2-480971_AFDSG-07-STRUCTURAL-95QC |
| S-001 - STRUCTURAL LEGEND AND GENERAL NOTES |
S-101 - SPILLWAY GATES ASSEMBLY
S-102 - UPPER LEAF ASSEMBLY
S-103 - UPPER LEAF WELD CONN REPAIR
S-104 - UPPER LEAF WELD CONN REPAIR TABLE
S-105 - LOWER LEAF ASSEMBLY
S-106 - LOWER LEAF WELD CONN REPAIR
S-107 - LOWER LEAF WELD CONN REPAIR TABLE
S-501 - UPPER LEAF REPAIR DETAILS
S-502 - UPPER LEAF REPAIR DETAILS
S-503 - LOWER LEAF REPAIR DETAILS
S-504 - LOWER LEAF REPAIR DETAILS
S-505 - GUIDE SPRING ASSEMBLY DETAILS
| FY21_P2-480971_AFDSG-14-MECHANICAL-95QC |
| M-001 - MECHANICAL GENERAL NOTES |
| M-101 - ROLLER CHAIN DETAILS 1 OF 2 |
| M-102 - ROLLER CHAIN DETAILS 2 OF 2 |
| M-103 - UPPER LEAF ROLLER TRACK DETAILS |
| M-104 - LOWER LEAF ROLLER TRACK DETAILS |
| M-105 - UPPER LEAF TRACK AND ROLLER CHAIN |
| M-106 - LOWER LEAF TRACK AND ROLLER CHAIN |
| FY21_P2-480971_AFDSG-15-ELECTRICAL-95QC |
| CP101 - CATHODIC PROTECTION ANODE LAYOUT |
| CP102 - CATHODIC PROTECTION ANODE LAYOUT |
| CP103 - CATHODIC PROTECTION ANODE LAYOUT |
| CP501 - CATHODIC PROTECTION ANODE MOUNTING DETAILS |
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