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Last Updated | 05/13/2021 10:38 AM |
Project Title | 500 Block East Broadway Avenue Box Culvert Replacement |
Physical Address | View project details and contacts |
City, State (County) | OK (Garfield County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Base Bid Line No. Bid Item Description Quantity Unit Unit Price Extended Price 1 Mobilization, Bonds & Insurance 1 LS 2 Clearing & Grubbing 1 LS 3 Construction Staking 1 LS 4 Pump Around / De-watering 1 LS 5 Excavation (Unclassified) 1,500 CY 6 Select Fill 4,750 CY 7 Remove Existing Structure & Headwalls 1 LS 8 Remove Existing Pavement 1,635 SY 9 Remove Existing Sidewalks 75 SY 10 Remove Existing Storm Inlets 6 Ea 11 Remove Existing 10” RCP Pipe 60 LFL 12 Remove Existing 21” RCP Pipe 10 LF 13 Remove Existing 24” RCP Pipe 115 LF 14 Compaction to 95% Standard Proctor 195 CY 15 8-in Aggregate Base, for Road Pavement only 395 SY 16 Controlled Low Strength Material (Flowable Fill) 120 CY 17 Crushed Stone Base, #1 Stone, 2” to 4” 445 CY 18 6'x6' Box Culvert Triple Cell - Structural Concrete Class 'AA' 735.6 CY 19 6'X6' Box Culvert Triple Cell - Reinforcing Steel 86,392.8 lbs 20 End Connections, Headwalls, Aprons & Wingwalls - Structural Concrete, Class 'AA' 38.6 CY 21 End Connections, Headwalls, Aprons & Wingwalls - Reinforcing Steel 5,490.0 lbs 22 Curtain Walls - Structural Concrete, Class 'AA' 10.9 CY 23 Curtain Walls - Reinforcing Steel 2,200.0 lbs 24 Design 1 – Single Concrete Curb Inlet 2 Ea 25 Design 2 – Double Concrete Curb Inlet 3 Ea 26 Cast Iron Hoods & Grates 8 Ea 27 18” RCP Pipe, Complete in Place 106 LF 28 21” RCP Pipe, Complete in Place 10 LF 29 24” RCP Pipe, Complete in Place 34 LF PROPOSAL Project Name: 500 Block East Broadway Avenue – Box Culvert Replacement Project No.: F-2005C Proposal – Page 3 30 Type 1-A Rip-Rap w/Non-Woven Geotextile Fabric 60 TON 31 P.C. Concrete Curb & Gutter (6-in Curb, 30-in Section) 285 LF 32 9-in P.C. Concrete Pavement 854 SY 33 4-in P.C. Concrete Sidewalk 131 SY 34 ADA Handicapped Ramp w/Truncated Domes 7 Ea 35 4-ft Pedestrian Handrail 65 LF 36 Sodding 195 SY 37 Erosion Control & SWPP Measures 1 LS 38 Traffic Control 1 LS |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |