CA FS 1038(1), Salt Gulch Bridge

Closed Pre-Solicitation Posted

This opportunity was awarded. See the award notice from , or the latest solicitation from .

Solicitation number
6982AF20B000006
Agency
Federal Highway Administration Department of Transportation
Responses due
Set-aside
HUBZone

Opportunity facts

NAICS code
237 Heavy and Civil Engineering Construction
PSC
Y1LB Construction Of Highways, Roads, Streets, Bridges, And Railways
Place of performance
CA 96097 USA

Notice details come from SAM.gov. Updated .

About this opportunity

This pre-solicitation notice is for the CA FS 1038(1) Salt Gulch Bridge project being undertaken by the Department of Transportation Federal Highway Administration. The project involves bridge abutment repair and replacement of approximately 20 culverts along with associated construction services. Key work elements include drilled shaft construction, temporary bridge supports, structural concrete, and installation of CMP culverts ranging from 36 to 96 inches. The agency will evaluate proposals based on technical qualifications and total evaluated price. The anticipated advertisement date is early June 2020 with a bid opening in early July 2020 and award by late July 2020.

The set-aside designation for this opportunity is HUBZone. The project involves PSC code 899 for other structures and facilities construction services along with NAICS codes 237310 for highway, street, and bridge construction and 237990 for other heavy and civil engineering construction. The engineer's estimate is between $1-2 million and construction is scheduled to take place between August 2020 and late October/early November 2020. Key quantities include 76 linear feet of 36-inch diameter drilled shafts and over 7,000 pounds of reinforcing steel.

Notice text

THIS IS NOT AN INVITATION FOR BID, PLANS AND SPECIFICATIONS ARE CURRENTLY NOT AVAILABLE.

PROJECT NUMBER:  CA FS 1038 (1)
PROJECT NAME:  Salt Gulch Bridge
PROJECT DESCRIPTION: 

The CA FS 1038(1) Salt Gulch Bridge project is located in Siskiyou County, CA within the Klamath National Forest, approximately 30 miles northwest of Yreka, CA. This project will provide a bridge abutment repair and replacement of approximately 20 culverts.

The major work elements include drilled shaft construction, temporary bridge support structure, structural concrete, and CMP culverts ranging in size from 36 inches to 96 inches.

SCHEDULE A

2072 0-0300        REINFORCEMENT GEOSYNTHETIC, TYPE 3, 540 SQYD                                       

20801 -0000       STRUCTURE EXCAVATION            130 CUYD                                           

30203 - 2140       RO AD WAY AGGREGATE , METHOD 2, SURFACE COURSE, 6”DEPTH 130 SQYD                      

55201-0200         STRUCTURAL CONCRETE, CLASS A (AE)   72 CUYD                                              

55235-0000         EXPANSION JOINTS         22 LNFT

55401 - 1000       REINFORCING STEEL       7,200 LB              

55401-2000         REINFORCING STEEL, EPOXY CO ATED      2,700 LB              

55601 - 0900       BRIDGE RAILING , STEEL 25 LNFT

56202 - 0000       TEMPORARY SUPPORT STRUCTURE ALL  LPSM    

56401 - 1000       BEARING DEVICE , ELASTOMERIC 2 EACH              

56501 - 0400       DRILLED SHAFT, 36-INCH DIAMETER         76 LNFT               

OPTION X           

25101-0300        PLACED RIPRAP, METHOD A, CLASS 3       128 CUYD                           

25101-0400      PLACED RIPRAP, METHOD A, CLASS 4       42 CUYD              

30203-2140        ROADWAY AGGR EGATE, METHOD 2, SURFACE COURSE, 6-INCH DEPTH   375 SQYD           

60201-1000        36-INCH PIPE CULVERT  385 LNFT                            

60201-1000         42-INCH PIPE CULVERT  47 LNFT               

OPTION Y           

25101-0600        PLACED RIPRAP, METHOD A, CLASS 6       254 CUYD                           

30203-2140        ROADWAY AGGR EGATE, METHOD 2, SURFACE COURSE, 6-INCH DEPTH   212 SQYD           

60201-1200        48-INCH PIPE CULVERT  310 LNFT                            

60202-1500         90-INCH EQUI VALENT DIAMETER ARCH OR ELLIPTIC AL PIPE CULVERT (103 X 71 ARCH PIPE CULVERT)                LNFT      41

60210-1200         END SECTION FOR 48-INCH PIPE CULVERT             6 EACH

60233-1500         METAL HEADWAL L FOR 90-INCH EQUI VALENT DI AMETER ARCH OR ELLIPTIC AL PIPE CULVERT   EACH                2

ENGINEER’S ESTIMATE: 
Estimated total cost is $1 million to $2 million.


CONSTRUCTION DURATION:  Construction is anticipated between August 2020 and Late October/Early November 2020.


ADDITIONAL INFORMATION FOR NOTICE
Anticipated advertisement in early June 2020.
Anticipated bid opening in early July 2020.
Anticipated Award in late July 2020.

               

               

Notice history

Notices posted for this opportunity, newest first
Notice Type Posted
CA FS 1038(1), Salt Gulch Bridge Award Award Notice
CA FS 1038(1), Salt Gulch Bridge Latest solicitation Solicitation
CA FS 1038(1), Salt Gulch Bridge This notice Pre-Solicitation
CA FS 1038(1), Salt Gulch Bridge Original Pre-Solicitation

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