This includes reconstructing the existing gravel roadway to a concrete section consisting of 8” of reinforced concrete with 6” of lime stabilized subgrade and 4’ gravel shoulders on both sides.
The work includes the supply and delivery of repair materials and components for large diameter Prestressed Concrete Cylinder Pipe (PCCP) as detailed in Section 011100 – Summary of Work. Bid Document Access : - Bid Opportunity notices and awards and a free preview of the bid documents is available on this site free of charge without registration.
17 April 2024 DFCM Construction - VBS A/E UDC CUCF Boulder Roof & Chilled Mechanical System Replacement 25139110 DFCM Construction - VBS A/E Services - UDC CUCF Boulder Roof & Chilled Mechanical System Replacement - 25139110 17 April 2024 Open 4/15/2024 3:00 PM MDT Type Request for Proposal No Line Item Close 6/13/2024 5:00 PM MDT Number MP24032 Currency US Dollar Sealed Until 6/13/2024 5:00 PM MDT 17 April 2024 Contacts Brandon Stokes bdstokes@utah.gov 17 April 2024 Commodity Codes Commodity Code Description 99901 DFCM Division Facilities and Construction and Managment 72152 Roofing service including maintenance and repair and installation and roofing and siding and sheet metal service...
Description of Project: Coal Creek Fish Passage Restoration Project The project includes the following elements: • Removing one 36" dia. x 26' long concrete culvert with cmp extension section and one 24” x 20’ long cmp along with associated fill material from a private road crossing of Coal Creek. • Replacing the crossing with a 24-foot-long x 12’-6” wide, pre-engineered, and prefabricated concrete bridge planks, abutment wall, wingwalls, and bridge
Flared End Section 2 EA - Each 150 days after award 0 - null See 00 43 00 for Measurement and Payment Description P23 18 Inch Concrete Flared End Section 1 EA - Each 150 days after award 0 - null See 00 43 00 for Measurement and Payment Description P24 15 Inch HDPE, TYPE S 660 LF - Linear Foot 150 days after award 0 - null See 00 43 00 for Measurement and Payment Description P25 18 Inch HDPE, TYPE S 260 LF - Linear Foot 150 days after award 0 - null
Flared End Section 2 EA - Each 150 days after award 0 - null See 00 43 00 for Measurement and Payment Description P23 18 Inch Concrete Flared End Section 1 EA - Each 150 days after award 0 - null See 00 43 00 for Measurement and Payment Description P24 15 Inch HDPE, TYPE S 660 LF - Linear Foot 150 days after award 0 - null See 00 43 00 for Measurement and Payment Description P25 18 Inch HDPE, TYPE S 260 LF - Linear Foot 150 days after award 0 - null
Correct deficiencies in the Work that test reports and inspections indicate do not comply with the Contract Documents. 3.5 PROTECTION A Protect concrete surfaces as follows 1 Protect from petroleum stains. 2 Diaper hydraulic equipment used over concrete surfaces. 3 Prohibit use of acids or acidic detergents over concrete surfaces END OF SECTION 03 30 00 CAST-IN-PLACE CONCRETE 03 3000-7 ARKANSAS DEPARTMENT OF TRANSPORTATION JOB NO.42-12 EQUIPMENT AND
