A22 - SPEC_SOL-2024-08-13-PI_HSS and Operating Machinery_AMD0002.pdf
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- Attached to
- LaGrange Lock and Dam Phase 1 - NESP - 1200' Lock - Hydraulic Steel Structures and Operating Equipment
- Solicitation number
- W912EK24B0019
About this file
This document appears to be an amendment (Amendment 0002) to a solicitation for the LaGrange Lock and Dam Phase 1 - NESP - 1200' Lock - Hydraulic Steel Structures and Operating Equipment contract (Solicitation Number W912EK24B0019).
The key details are:
- The amendment modifies Section 05 59 20, specifically deleting Page 10 and substituting a revised page 10.
- The revised page 10 outlines the required qualifications and certifications for the Miter Gate Fabricator, including advanced certifications with fracture control endorsement, and documented experience on similar projects.
- The government reserves the right to perform non-destructive testing on any material component parts, with the cost borne by the government.
- Detailed shop drawings must be submitted for approval prior to any fabrication, showing materials, tolerances, connections, welding sequences, etc.
- Any items designed by the contractor must be prepared and sealed by a Registered Professional Engineer.
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Text version
AMEND. 0002
21 AUGUST 2024
The following modifications are made to SECTION 05 59 20.
SECTION 05 59 20
a. PAGE 10. Delete Section 05 59 20 Page 10 in its entirety, and substitute therefor revised section 05 59 20 Page 10, Amendment 0002, submitted August 21, 2024.
ATTACHMENTS: Section 05 59 20 page 10
LaGrange Lock and Dam 1200-FT Lock W912EK24B0019 PI - HS and Operating Machinery fabricated, and possess 3 years documented experience on projects of similar scope. Similar scope means projects of similar size and similar amounts of welding and detail types.
Miter Gates Bridge Fabricator - Advanced with Fracture Control Endorsement OR
Hydraulic Fabricator - Advanced with Fracture Control Endorsement
Miter Gate Anchorage Frames, Culvert Valves, Culvert Bulkheads, and any other fabrications not listed
Bridge Fabricator, Advanced or Intermediate, with Fracture Control Endorsement OR
Hydraulic Fabricator - Advanced with Fracture Control Endorsement OR
Hydraulic Fabricator with Fracture Control Endorsement
Submit current certifications with proof that certifications have been held for the past 3 years. Submit AISC certificate indicating the fabrication plant(s) meets the specified structural steelwork category and documented experience. Keep the certifications current for the duration of the Contract. In addition, if any painting or surface preparation for painting will be performed by the fabricator or in the fabrication shop, the fabrication plant(s) and fabricator(s) must hold the certifications specified in Section 09 97 02 PAINTING: HYDRAULIC STRUCTURES
1.4.5 Testing by the Government
Material component parts may be subjected to any form of nondestructive testing, as directed by the Contracting Officer. This may include any test that will thoroughly investigate the part in question. The cost of such investigation must be borne by the Government. Replace and retest all defects that are cause for rejection and rejected materials or parts at the Contractor's expense. The Government reserves the right to perform quality assurance at any point during fabrication.
1.4.6 Shop Drawings
Prepare all shop drawings in accordance with AISC 303, AISC 326, AISC 360, and AISC 325. Shop drawings are not to be reproductions of Contract drawings. Return elements of fabricated items inadvertently omitted on Contract Drawings to the Contracting Officer for detailing unless they are to be detailed by the Fabricator and indicated on the shop drawings. Cloud any and all details developed by the Fabricator on the shop drawings for separate approval by the Contracting Officer. Any items designed by the Contractor must be prepared and sealed by a Registered Professional Engineer. Splices are not included in the structure without approval of the Contracting Officer. Identify all field welds on the shop drawings.
Provide a unique identifier to permit tracking on the weld tracking log for each weld, both shop and field welds. Prior to performing any fabrication of the HSS structures listed in paragraph SYSTEM DESCRIPTION, submit complete, detailed shop drawings for approval. Show complete details of materials, tolerances, connections, and proposed welding sequences on the shop drawings. Include catalog cuts, templates, fabrication and assembly details, and type, grade, and class of materials, SECTION 05 59 20 Page 10 AMEND 0002
| B5IWLD08202301-SOL_AMND-PI AMND-2024-08-21-AMND_02.pdf |
| B5IWLD08202301-SOL-AMND 02 Continuation Sheet.pdf |
05 59 20_Page 10.pdf
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