6-3-CS26050-26228510-Unit Price Bid Schedule v2.pdf
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- Solicitation number
- CS26050
- Issued by
- Utah
About this file
This is a Unit Price Bid Schedule for a construction project prepared by the State of Utah's Division of Facilities Construction and Management (DFCM) for levee repair work at Willard Bay North Marina (Project #26228510). The scope of work encompasses site preparation including asphalt parking lot demolition and removal, boulder relocation, and safety fencing installation; construction of a Mechanically Stabilized Earth (MSE) panel retaining wall system approximately 611 linear feet in length with 229 columns standing 16 feet tall; and replacement of the damaged parking lot with 3 inches minimum asphalt depth over 12 inches of compacted select fill. The bid schedule requests unit prices for five line items: mobilization, site preparation, panel wall system installation, asphalt parking lot replacement, and boulder replacement. Quantities are estimated and provided as a courtesy to assist bidders, though contractors are responsible for verifying and adjusting bids as appropriate. The owner reserves the right to adjust quantities post-bid at its sole discretion to meet project needs.
The bid schedule emphasizes that all quantities are deemed accurate but not guaranteed, and single unit bid prices are requested to facilitate potential quantity adjustments. The panel wall system specifications detail full panels measuring 3.55 square feet (16 inches tall by 32 inches long) and half panels measuring 1.77 square feet, with associated excavation, backfill materials (approximately 51 cubic yards SF material, 2,083 cubic yards SF1 material, 218 cubic yards SF2 material, and 387 cubic yards SF3 material), compaction, geogrid fabric installation, and drainage system requirements. The construction cost estimate for the overall project is $375,000.00. Contractors must provide their name and signature on the bid schedule as acknowledgment of the terms and their commitment to the project scope.
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Text version
DFCM Project Number: 26228510
SCHEDULE OF QUANTITIES:
ITEM # UNIT QUANTITY UNIT PRICE TOTAL
1 LS 1
2 LS 1
3 LF 611
4 SQFT 5,970
5 LF 611
Total Bid
ASSUMPTIONS AND ESTIMATES USED IN PREPARATION OF UNIT PRICE BID SCHEDULE
ALL QUANTITIES ARE ESTIMATED AND PROVIDED AS A COURTESY TO ASSIST WITH BIDDING. QUANTITIES ARE DEEMED TO BE
ACCURATE BUT ARE NOT GUARANTEED. CONTRACTOR IS RESPONSIBLE TO VERIFY AND ADJUST BID AS THEY DEEM APPROPRIATE
SINGLE UNIT BID PRICES ARE REQUESTED TO ALLOW FOR ADJUSTMENT OF QUANTITES POST BID BY OWNER AS NEEDED TO MEET
THE NEEDS OF THE PROJECT AND/OR THE OWNER AT THE SOLE DISCRECTION OF THE OWNER.
¹Site Prep includes:
Demolition of Asphalt Parking Lot and Removal of Asphalt.
Moving Existing Boulders from Work Area and Staging for Re‐installation Post Panel Wall Construction
Installation and Removal of Safety Fencing (Fence Provided by The Owner for Use at No Cost)
Dewatering Construction Site as Needed to Facilitate Correct and Competent Construction
Panel Wall System
Full Panel = 16" Tall (1.33 Square Feet) x 32" Long (2.67 Square Feet) ‐ 1.33 x 2.67 = 3.55 Square Feet Per Full Panel
Half Panel = 16" Tall (1.33 Square Feet) x 16" Long (1.33 Square Feet) ‐ 1.33 x 1.33 = 1.77 Square Feet Per Half Panel
Each Panel Wall Column is 12 Panels High (16" x 12 panels = 192 Inches Tall = 16 Feet Tall Columns)
As Shown the Panel Wall has 229 columns With Each Panel 32" Long (32" x 229 = 610.67 feet ~ 611 Linear Feet)
Full Panels and Half Panels are Required to Correctly Install See Sheet PWDT01 and/or PWDT02 for Estimated Panel Count
²Panel Wall System Includes:
All Excavation Required to Correctly and Competently Install Panel Wall System
All Backfill of Structural Fill, Gravel and/or Cobbles as Shown on the Construction Details
SF Material = +/‐ 51 CY; SF1 Material = +/‐ 2083 CY; SF2 Material = +/‐ 218 CY; SF3 Material = +/‐ 387 CY
All Compaction of Soils as necessary to meet the Project Compaction Standard
Supply and Installation of Geo‐Grid Fabric to the Lengths Shown on the Construction Details
Supply and Installation of all Panels and Counterforts in accordance with the Manufacturers Recommended Means and Methods
Installation of Drainage System as Shown on the Construction Plans
³Asphalt Parking Lot Replacement Includes:
Asphalt Depth at 3" Minimum. 12" Minimum Thickness Compacted Select Fill Below Asphalt (221 CY)
Contractor Name:
Contractor Signature:
Site Prep¹
Panel Wall System²
Asphalt Parking Lot Replacement³
Replacement of Boulders
Willard Bay Marina Levee Repair
Unit Price Bid Schedule
ITEM
Mobilization
File details come from the government source that posted it. Updated .