Lake Barkley & Kentucky Lock Shoreline Protection

Agency: Department of the Army
State: Kentucky
Level of Government: Federal
Category:
  • Z - Maintenance, Repair or Alteration of Real Property
Opps ID: NBD00159063117137838
Posted Date: Oct 1, 2017
Due Date:
Solicitation No: W912P5-17-B-0013
Source: Members Only
Solicitation Number :
W912P5-17-B-0013
Notice Type :
Award
Contract Award Date :
September 30, 2017
Contract Award Number :
w912p517C0012
Contract Award Dollar Amount :
$412,292.91
Contract Line Item Number :
0001-6003
Contractor Awarded Name :
INTEC Group, LLC
Contractor Awarded DUNS :
079862893
Contractor Awarded Address :
125 Kentucky Ave
Paduch, Kentucky 42003
United States
Synopsis :
Added: Jul 21, 2017 8:04 pm Modified: Aug 29, 2017 8:43 am Track Changes

The Lake Barkley and Kentucky Lock Shoreline Protection project consists of a base contract for construction of a rock training dike downstream of Kentucky Dam adjacent to Powerhouse Island, and shoreline protection using geotextile fabric, choke stone, and riprap along approximately 2,355 feet of Lake Barkley shoreline. There are an additional six (6) option line items for shoreline protection to incremental sections of Lake Barkley shoreline adjacent to Canal Campground.

Award may not be made to the lowest-overall priced bidder (base plus options) in accordance with FAR Clause 52.217-4, Evaluation of Options Exercised at Time of Contract Award. The Government intends to evaluate and award the base line item and as many of the option line items as possible based on availability of funding at time of award.


Elements of the base project will consist of the following:


1) Lake Barkley Shoreline Protection. Place riprap (Class III Rock with 2 foot minimum thickness) and filter stone (6 inch thickness) along Station 3+00 to Station 8+97 of Canal Campground for the shoreline protection. To support this work, a barge and excavator (and/or crane/clamshell bucket from the barge) able to put riprap and filter stone on the shoreline and excavate a toe trench at the foot of the riprap surface, and to remove trees and debris prior to placing filter stone and riprap. The placement of riprap and filter stone shall be accomplished from floating plant and the contractor is limited to 2 feet drop height of materials through the project site. The approximate quantity of riprap and filter stone to be placed for the Station 3+00 to Station 8+97 is 2,657 tons and 934 tons, respectively.


2) Kentucky Lock Training Dike. The training dike extends approximately 190 feet riverward from Powerhouse Island, with a 10-foot wide crest and 2H:1V side slopes. The crest elevation varies from 316 feet at the intersection with Powerhouse Island down to a bench from 300 feet to 298 feet, followed by a toe sloping down to the river bottom at approximate elevation 284 ft. Limestone riprap conforming to the R400 gradation shall be used to construct the training dike. Placement of riprap shall be accomplished from floating plant. The approximate quantity of riprap to be placed for the training dike is 4,000 tons.


Elements of the option line items will consist of the following:


Place riprap (Class III Rock with 2 foot minimum thickness) and filter stone (6 inch thickness) along Station 3+00 to Station 8+97 of Canal Campground for the shoreline protection. To support this work, a barge and excavator (and/or crane/clamshell bucket from the barge) able to put riprap and filter stone on the shoreline and excavate a toe trench at the foot of the riprap surface, and to remove trees and debris prior to placing filter stone and riprap. The placement of riprap and filter stone shall be accomplished from floating plant and the contractor is limited to 2 feet drop height of materials through the project site. The approximate quantity of riprap and filter stone to be placed for the each of the six option items is as follows:
Option #1 - 223 tons and 81 tons, respectively.
Option #2 - 162 tons and 58 tons, respectively.
Option #3 - 164 tons and 59 tons, respectively.
Option #4 - 232 tons and 78 tons, respectively.
Option #5 - 256 tons and 90 tons, respectively.
Option #6 - 450 tons and 138 tons, respectively.


A guided site visit was conducted 17 Aug 2017,this is the only organized site visit for this project. If you missed the scheduled site visit, no other arrangements will be made due to personnel availability and time restrictions.

Amendment 0001 to the solicitation adds the Site Visit Minutes and Sign-in Roster to the IFB package; adjusts the project delivery date; replaces the original Plans package; and revises the Technical Specifications, Section 31 11 00, paragraph 3.4.

Added: Aug 16, 2017 8:50 am

DISCLOSURE OF MAGNITUDE OF THE PROPOSED CONSTRUCTION PROJECT: Between $250,000 and $500,000.

Added: Sep 12, 2017 2:50 pm
In the "Elements of the base project will consist of the following:" section of the original pre-solicitation notice, the first line of the 3rd paragraph of element number 2 should read "Place riprap (Class III Rock with 2 foot minimum thickness) and filter stone (6 inch thickness) along Station 0+00 to Station 3+00 of Canal Campground for the shoreline protection."
Added: Sep 30, 2017 8:56 pm

Contract Award

Please consult the list of document viewers if you cannot open a file.
Solicitation 1
Type:
Solicitation
Posted Date:
August 16, 2017
Description: W912P5-17-B-0013 (Solicitation)
Description: W912P5-17-B-0013 (Technical Specifications)
Description: Drawing_Combined_Base_Options (W912P5-17-B-0013_Not Signed)
Amendment 1
Type:
Mod/Amendment
Posted Date:
August 29, 2017
Description: Amendment 0001
Description: Site Visit Sign-in Roster
Description: Revised Technical Specifications Page
BAR_Shoreline_Protection_&_KYL_Addition_Training_Dik... (8,323.82 Kb)
Download/View BAR_Shoreline_Protection_&_KYL_Addition_Training_Dike_W912P5-17-B-0013.pdf
Description: Revised Plans
Amendment 2
Type:
Mod/Amendment
Posted Date:
September 7, 2017
Description: Solicitation W912P5-17-B-0013 Amendment 0002
Description: Technical Specifications Section 01 35 26 Changed Pages
Bid Abstract
Type:
Other (Draft RFPs/RFIs, Responses to Questions, etc..)
Label:
Bid Abstract
Posted Date:
September 28, 2017
Bid_Absrtact.pdf (134.81 Kb)
Description: Bid Abstract
Bid Opening Sign In Sheet
Type:
Other (Draft RFPs/RFIs, Responses to Questions, etc..)
Label:
Bid Opening Sign In Sheet
Posted Date:
September 28, 2017
Description: Bid Opening Sign In Sheet
Contracting Office Address :
Attn: CELRN-CT
PO Box 1070
Nashville, Tennessee 37202-1070
United States
Place of Performance :
U.S. Army Corps of Engineers
200 Barkley Dam Overlook Drive
Grand Rivers, Kentucky 42045
United States
Primary Point of Contact. :
Kristal R Jones,
Contract Specialist
Phone: 615-736-7916
Fax: 615-736-7124
Secondary Point of Contact :
Stacy S. Wiggins,
Contracting Officer
Phone: 6157367944

TRY FOR FREE

Not a USAOPPS Member Yet?

Get unlimited access to thousands of active local, state and federal government bids and awards in All 50 States.

Start Free Trial Today >