Chickamauga Lock Post Tensioning Rod

Agency: Department of the Army
State: Tennessee
Level of Government: Federal
Category:
  • 34 - Metalworking Machinery
Opps ID: NBD00159632001401790
Posted Date: Oct 1, 2017
Due Date:
Solicitation No: W912P517T0052
Source: Members Only
Solicitation Number :
W912P517T0052
Notice Type :
Award
Contract Award Date :
September 28, 2017
Contract Award Number :
W912P517P0083
Contract Award Dollar Amount :
$25,196.91
Contractor Awarded Name :
WILLIAMS FORM ENGINEERS CORPORATION
Contractor Awarded DUNS :
006012348
Contractor Awarded Address :
8165 GRAPHI DRIVE
BELMONT , Michigan 49306
United States
Synopsis :
Added: Aug 16, 2017 2:39 pm
Chickamauga Lock, Hamilton County, Tennessee

USACE Nashville has a requirement for a Post-tensioning anchor rod system.


The Contractor shall be responsible for the design of the anchor head, nut and washer, grout tube configuration, grouting procedure, centralizers, and corrosion protection. The work covered consists of furnishing all equipment, labor, and materials required for the fabrication, painting, and delivery of the anchor rods for the upper miter gates anchorage replacements for the Chickamauga Lock project, as required in the contract drawings and technical specifications.

Added: Sep 14, 2017 7:39 am
Revised Scope of Work

Chickamauga Lock, Hamilton County, Tennessee


Post-Tensioning Anchor Rod System
Work shall consist of supplying 8 post-tension anchor bars and their proper installation system. The system will be designed in accordance with the attached plans and specifications. The system will include the anchor head, nut and washer, grout tube configuration, grouting procedure, centralizers, and corrosion protection. The complete designs, including design computations, fabrication and installation drawings, and installation and testing plans, will be provided as part of this contract. The contractor will also include supplying the grout required per the design. A one month rental of the required calibrated jacks and a grout pump capable of placing the grout as required by the system design. It is expected that the rental equipment will be required in the last week of February 2018.


Technical Specifications:
Section 01 00 00 - Post-Tension Rods General Requirements.pdf
Section 01 33 00 - Submittal Procedures.pdf
Section 31 68 14 Pre-Grouted Bar Anchors.pdf


Technical Specification Drawings:
64W220-25.pdf
64W220-26.pdf

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Solicitation 1
Type:
Solicitation
Posted Date:
August 16, 2017
Description: Solicitation W912P515T0052
01_00_00_General_Requirements_-_Post-Tension_Rods.pd... (11.14 Kb)
Download/View 01_00_00_General_Requirements_-_Post-Tension_Rods.pdf
Description: General Requirements
Description: Pre-Grouted Bar Anchors
64W220-25.pdf (88.29 Kb)
Description: Drawing 64W220-25
64W220-26.pdf (137.60 Kb)
Description: Drawing 64W220-26
64W220-27.pdf (210.71 Kb)
Description: Drawing 64W220-27
Amendment 1
Type:
Mod/Amendment
Posted Date:
September 14, 2017
Description: Solicitation Amendment 01
Contracting Office Address :
Attn: CELRN-CT
PO Box 1070
Nashville, Tennessee 37202-1070
United States
Place of Performance :
CHICKAMAUGA LOCK,EAST TN RVR AREA
Chattanooga, Tennessee 37415
United States
Primary Point of Contact. :
Ray Kendrick,
Contract Specialist
Phone: 615-736-7932
Fax: 615-736-7124
Secondary Point of Contact :
Fannie Robertson,
Contract Specialist
Phone: 615-736-7986
Fax: 615-736-7124

Related Document

Aug 17, 2017[Solicitation] Chickamauga Lock Post Tensioning Rod
Sep 15, 2017[Solicitation] Chickamauga Lock Post Tensioning Rod

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