Levee 1394-11 PL 84-99 Repairs

Agency: Department of the Army
State: California
Type of Government: Federal
FSC Category:
  • Y - Construction of Structures and Facilities
NAICS Category:
  • 237990 - Other Heavy and Civil Engineering Construction
Set Aside: Total Small Business
Posted Date: May 21, 2019
Due Date:
Solicitation No: W9123819B0005
Bid Source: Please Login to View Page
Contact information: Please Login to View Page
Bid Documents: Please Login to View Page
Opportunity History
Solicitation Number :
W9123819B0005
Notice Type :
Solicitation
Synopsis :
Added: Mar 29, 2019 12:13 pm Modified: May 21, 2019 4:04 pm Track Changes
21 May 2019 - Posted bid abstract and correction: Hoseley Corporation is the apparent low as seen in the attached bid abstract.

Acquisition formerly known as PANSPD-18-P-0000-007111.

This is a solicitation notice requesting bids for the subject acquisition to be received not later than 2:00pm on May 15, 2019 in accordance with the instructions in the attached solicitation.

Project Schedule:
April 15, 2019: Solicitation / Invitation For Bid Posted
April 22, 2019 at 09:00am: Site Visit
May 15, 2019 at 02:00pm: Bid opening (all bids must be received prior to this date)

The following project dates are tentative and are subject to change:
May 31, 2019: Final Award
June 15, 2019: Notice To Proceed
November 1, 2019: All in-water work completed
March 15, 2020: All work completed. Contract closeouts and final submittals complete


In accordance with FAR 36.204(e), the estimated value of the resulting contract is expected to be between $500,000 and $1,000,000.
The resulting contract type is expected to be a Firm-Fixed Price.
The NAICS Code is 237990 - Other Heavy and Civil Engineering Construction, the size standard is $36.5 million, and the Product Service Code is Y1LC-Construction of Tunnels and Subsurface Structures.

PROJECT DESCRIPTION
This is a requirement to conduct repairs due to high water levels which, in early 2017, damaged levees throughout California's Central Valley. Levee 1394-11 is located in the Walnut Creek System along Grayson Creek. The extent of the damage is approximately 40 ft. long x 20 ft. wide (downslope). Levee erosion repair is needed to re-establish the levee to the as-built condition.
The waterside levee slope generally ranges from 2H:1V to 3H:1V within the site area with a slope length of approximately 45 feet from the levee hinge to the bottom of the slope. The slope failure is located in the lower half of the levee, beginning approximately 22 feet below the hinge. The failure extends over an area approximately 100 feet long and 20 feet downslope, with a head scarp approximately 4 feet high.
Tension cracks up to 2 inches wide and 6 inches deep are present in the levee near the failure scarp, as well as along the levee hinge above the failure.
For site 1394-11, USACE recommends that the slump on the left bank of Grayson Creek be stabilized with a rock blanket at the toe of the levee slope. The site is underlain by Bay Mud and therefore sensitive to settlement and foundation failure under new loads.
The proposed alternative generally includes installation of a 4 foot thick rock blanket for the purposes of stabilizing the levee toe. All construction near this site must be staged in order to allow for gradual consolidation/settlement of the Bay Mud. A site length of 130 feet has been selected which includes the 100 foot damaged section, a 10 foot long transition zone on the southern end of the site, and a 20 foot long transition zone on the northern end of the site. The extents of the repair site should be verified during final design.
Depending on foundation conditions encountered in the field, a layer of high strength geotextile may be required beneath the rock. The rock should be installed in three stages. A 2-foot thick lift should be placed and then construction should be paused for two to four weeks and settlement should be monitored to determine when settlement stops. Once determined, construction can resume and the next 2-foot lift should be placed. The quarry stone should be placed below water level on the bottom of the channel and extend up the damaged section of the levee slope such that the stone has three points of contact with other stones. The outside edge of the quarry stone should follow an approximate 4H:1V slope. The total volume of quarry stone required for the repair is estimated to be approximately 1,100 cubic yards.

Added: Apr 24, 2019 2:52 pm Modified: May 21, 2019 4:04 pm Track Changes

May 10, 2019: Updated Davis-Bacon Wage Rates with newer version dated 03 May 2019. Added Q&A file for the two questions received. Please utilize ProjNet in the future as directed in the solicitation.

April 24, 2019: Added Site Walk Bidder Sign-in Sheet as an attachment. No other changes were made as a result of this modification to the posting.

21 May 2019 - Posted bid abstract and correction: Hoseley Corporation is the apparent low as seen in the attached bid abstract.

Please consult the list of document viewers if you cannot open a file.
Solicitation 1
Type:
Solicitation
Posted Date:
April 15, 2019
Description: Solicitation
Attch 3_Plans & Existing Site Conditions_Levee 1394-... (47,777.74 Kb)
Download/View Attch 3_Plans & Existing Site Conditions_Levee 1394-11 Repairs.pdf
Description: Attachment 3 - Plans and Existing Site Conditions
Description: Exhibit A Bid Schedule
Description: Attachment 1 - Statement of Work
Attch_2_Specification_2239_Levee_1394-11_Repairs.pdf... (3,294.34 Kb)
Download/View Attch_2_Specification_2239_Levee_1394-11_Repairs.pdf
Description: Attachment 2 - Specifications
Attch_3_Plans_&_Existing_Site_Conditions_Levee_1394-... (12,024.35 Kb)
Download/View Attch_3_Plans_&_Existing_Site_Conditions_Levee_1394-11_Repairs.zip
Description: Attachment 3 - Plans and Existing Site Conditions
Attch_4_Davis-Bacon_Wage_Determination_CA-18_22FEB19... (452.42 Kb)
Download/View Attch_4_Davis-Bacon_Wage_Determination_CA-18_22FEB19_Levee_1394-11_Repairs.pdf
Description: Attachment 4 - Davis-Bacon Wage Determination February 22, 2019
Solicitation 2
Type:
Solicitation
Posted Date:
April 24, 2019
Description: Site Walk Sign-in Sheet
Updated Davis-Bacon WD and Q&A
Type:
Other (Draft RFPs/RFIs, Responses to Questions, etc..)
Label:
Updated Davis-Bacon WD and Q&A
Posted Date:
May 10, 2019
Q&A.pdf (780.63 Kb)
Description: Q&A
Attch_4_Davis-Bacon_Wage_Determination_CA-18_03MAY19... (228.00 Kb)
Download/View Attch_4_Davis-Bacon_Wage_Determination_CA-18_03MAY19_Levee_1394-11_Repairs.pdf
Description: Davis-Bacon Wage Determination CA-18 dated 03 May 2019.
Bid Abstract
Type:
Other (Draft RFPs/RFIs, Responses to Questions, etc..)
Label:
Bid Abstract
Posted Date:
May 21, 2019
Description: Bid abstract and correction: Hoseley Corporation is the apparent low as seen in this bid abstract.
Contracting Office Address :
1325 J. Street
Sacramento, California 95814
United States
Place of Performance :
Grayson Creek near Imhoff Drive and the intersection of I680 and CA 4.
Martinez, California
United States
Primary Point of Contact. :
Richard A. Smith,
Contract Specialist
Phone: 9165575238
All Files
Solicitation 1
Apr 15, 2019
Solicitation_Levee_1...
Download/View Solicitation_Levee_1394-11_Repairs.pdf
Attch 3_Plans & Exis...
Download/View Attch 3_Plans & Existing Site Conditions_Levee 1394-11 Repairs.pdf
Exhibit_A_Levee_1394...
Download/View Exhibit_A_Levee_1394-11_Repairs.xlsx
Attch_1_Statement_of...
Download/View Attch_1_Statement_of_Work_Levee_1394-11_Repairs.pdf
Attch_2_Specificatio...
Download/View Attch_2_Specification_2239_Levee_1394-11_Repairs.pdf
Attch_3_Plans_&_Exis...
Download/View Attch_3_Plans_&_Existing_Site_Conditions_Levee_1394-11_Repairs.zip
Attch_4_Davis-Bacon_...
Download/View Attch_4_Davis-Bacon_Wage_Determination_CA-18_22FEB19_Levee_1394-11_Repairs.pdf
Solicitation 2
Apr 24, 2019
Site_Walk_Sign-in_Sh...
Download/View Site_Walk_Sign-in_Sheet_Levee_1394-11_Repairs.pdf
Updated Davis-Bacon WD and Q&A
May 10, 2019
Q&A.pdf Attch_4_Davis-Bacon_...
Download/View Attch_4_Davis-Bacon_Wage_Determination_CA-18_03MAY19_Levee_1394-11_Repairs.pdf
Bid Abstract
May 21, 2019
Bid_Abstract_Levee_1...
Download/View Bid_Abstract_Levee_1394-11_Repairs.pdf
General Information
Notice Type:
Solicitation
Original Posted Date:
March 29, 2019
Posted Date:
May 21, 2019
Response Date:
- Pacific
Original Response Date:
May 15, 2019 2:00 pm
Archiving Policy:
Automatic, on specified date
Original Archive Date:
May 15, 2019
Archive Date:
June 3, 2019
Original Set Aside:
Total Small Business
Set Aside:
Total Small Business
Classification Code:
Y -- Construction of structures and facilities
NAICS Code:
237 -- Heavy and Civil Engineering Construction/237990 -- Other Heavy and Civil Engineering Construction

Related Document

Mar 29, 2019[Presolicitation] Levee 1394-11 PL 84-99 Repairs
Apr 16, 2019[Solicitation] Levee 1394-11 PL 84-99 Repairs
Apr 24, 2019[Solicitation] Levee 1394-11 PL 84-99 Repairs
May 12, 2019[Solicitation] Levee 1394-11 PL 84-99 Repairs
Jun 2, 2019[Award] Levee 1394-11 PL 84-99 Repairs

Sign-up for a Free Trial, Government Bid Alerts

With Free Trial, you can:

You will have a full access to bids, website, and receive daily bid report via email and web.

Try One Week FREE Now

See Also

Opportunity History Original Synopsis Sep 03, 2019 10:58 am Solicitation Number : 6982AF19B000017

Department of Transportation

Opportunity History Original Synopsis Sep 09, 2019 11:45 am Solicitation Number : 140R2019B0004

Department of the Interior

Opportunity History Original Synopsis Sep 16, 2019 1:40 pm Solicitation Number : W91238-20-B-0001

Department of the Army

Opportunity History Complete View Original Synopsis Presolicitation Sep 04, 2019 1:53 pm Changed

Department of Transportation