4-3. Bid Tab.docx

DOCX document 51 KB Posted

Attached to
Niwot Loop Concrete Bridge Approaches
Solicitation number
BID-314-26
Issued by
Boulder County, Colorado

About this file

This is a Bid Tab document for Boulder County Parks & Open Space Department's Niwot Loop Concrete Bridge Approaches project located at 7901 Mineral Road, Niwot, Colorado. The project addresses unsustainable crusher-fines approaches to two bridges that require concrete improvements to ensure proper drainage, long-term trail sustainability, and improved accessibility. The work is organized into four main bid sections: Mobilization (including emergency management planning, FODS track-out control, asset transportation, temporary fencing, sediment control, restroom facilities, concrete washout bins, and demobilization); Concrete Bridge Approaches (including subgrade preparation, aggregate base course, concrete placement for two bridges totaling 24 cubic yards, trail edge grading, riprap, and bedding materials); Proctor Testing Reports for 95% standard compaction verification on three locations; and Compressive Strength Concrete Testing Reports for CDOT Class B concrete at both bridge locations. The document also includes three alternative bid items addressing scenarios where existing subgrade fails to meet 95% Proctor requirements, including options for six-inch compacted class road base, excavation and off-site haul, and additional Proctor testing.

Bidders must provide unit prices and total costs for all line items, with the contractor responsible for verifying material estimates. All pricing must be exclusive of federal or state taxes, as Boulder County is tax exempt. The bid tab requires completion of company name, submitting person's name and title, signature, and date from the bidder. No specific pricing guidance, set-asides, incumbent information, or funding source details are provided in this document. Bidders are directed to Boulder County's procurement website for submittal instructions and additional project information.

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Text version

BID TAB

Item Number

Item Description

Qty

Units

Unit Price

Cost

Mobilization

a.
Emergency Management Plan

EA

b.
FODS Track Out Control: Access 1 & 2

EA

c.
Transporting all Contractor Assets & Rentals on Site

EA

d.
Temporary Construction Fence

LF

e.
Sediment Control Logs

1,000

LF

f.
Portable Restroom Facilities: Staging Areas 1 & 2.

EA

g.
Concrete Washout Bin: Staging Areas 1

EA

h.
Demobilization & Clean Up of all Impacted Areas

EA

Concrete Bridge Approaches

a.
Approaches & Abutment Transitions Subgrade Preparation: Excavation & Haul Away

CY

b.
Thickened Edge: 6" Class (6) Aggregate Base Course

CY

c.
Bridge 1 (WS-1811) Concrete Approaches

CY

d.
Bridge 2 (WS-1812) Concrete Approach

CY

e.
Trail Edge Grading: Swale at Bridge-1 (WS-1811)

SF

f.
D50 TYPE (VL) Riprap

CY

g.
TYPE 2 Bedding

CY

Proctor Testing Reports - 95% Standard Compaction

a.
Existing Approach Subgrade to 95% Standard Proctor

EA

b.
Thickened Edge Aggregate Base Course to 95% Standard Proctor

EA

Compressive Strength Concrete Testing Reports - CDOT Class (B)

a.
Bridge-1 (WS-1811) seven (7) & twenty-eight (28) day reports

EA

b.
Bridge-2 (WS-1812) seven (7) & twenty-eight (28) day reports

EA

Contractor responsible for verifying material estimates.

BID TOTAL

Alternative Bid Items: Existing Subgrade Fails to Meet 95% Proctor Requirements:

Item Number

Item Description

Qty

UOM

Unit Price

Cost

Alt. 1

Entire Approach Subgrade: six (6") inches Compacted Class (6) Road Base

EA

a.
Bridge (1811) approaches

CY

b.
Bridge (1812) approach

CY

Alt. 2

Excavate and Haul Material Off-site

CY

Alt. 3

Proctor Testing Reports - 95% Standard Compaction

EA

ALTERNATE BID TOTAL

Note(s):

1. The cost must be exclusive of any federal or state taxes because Boulder County is tax exempt.

Company Name

Name of person and title submitting BID (PLEASE PRINT)

Signature of Bidder Date

File details come from the government source that posted it. Updated .