T10 47PE072P0R0069 Price Proposal Submission Form.pdf

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Attached to
Amendment 0002 - Region 4, GSA PBS, Design-Build Concrete and Crack Water Fountain Repairs, Fort Lauderdale, FL
Solicitation number
47PE0720R0069
Issued by

About this file

This document contains a price proposal submission form and related federal contract opportunity solicitation for design-build concrete repair services. The General Services Administration Southeast Sunbelt Region 4 is soliciting proposals for concrete crack and spall repairs at the Fort Lauderdale Federal Building and U.S. Courthouse in Florida. The scope of work includes design and construction stage services to repair cracks in structural concrete columns, beams and slabs in the basement garage and first floor terrace, as well as concrete curbs and steps. The solicitation includes a base bid and two options for additional areas of repair work. Proposers must provide fixed unit pricing for repairs to concrete spalls of various sizes that may be encountered. The opportunity is set aside for total small businesses. The deadline to submit price proposals was not specified.

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Price Proposal Submission Form

Project Name: Concrete Crack and Spall Repairs Solicitation: 47PE0720R0069

Building Name: Federal Building and U.S. Courthouse

Building Address: 299 East Broward Blvd. Fort Lauderdale, Florida 33301

BASE BID

1. PRE-DESIGN STAGE SERVICES. (Reference DB SOW Paragraph 3.2)

Site Investigations/Pre-Design Studies/Analyses

2. DESIGN STAGE SERVICES. (Reference DB SOW Paragraph 3.3) Construction Document Phase (65% In-Progress/95% Pre-Final and 100% Final Submissions)

3. CONSTRUCTION STAGE SERVICES. (Reference DB SOW Paragraph 3.2)

Construction Delivery Phase.

-Construction Administration/Construction Management-AE of Record

Construction

-Concrete Crack Repair at Structural Concrete Columns G-9, G-10, G- 11 and G-12. Location: 1st Floor Terrace Level near Facility’s Main Entrance. (Reference DB SOW Paragraphs 5.1.1 ) (Structural repair of cracks in concrete columns = 50 LF.)

-Concrete Crack, Spall & Deteriorated Concrete Repair at Structural Concrete Columns, Beams and Slabs. Location: Basement Garage Level. (Reference DB SOW Paragraph 5.1.2)

-Quantity of Crack Repairs: Cracks = 500 LF

-Quantity of Spall Repairs:

Spalls 4” or less diameter = 20.

Spalls greater than 4” but less than 9” in diameter = 20.

Spalls greater than 9” but less than 24” in diameter = 10.

BASE BID TOTAL

Fixed Unit Price – BASE BID: Include in the proposal a fixed unit price for the repair of each additional spall encountered. Provide unit cost for spalls 4 inches or less in diameter, and a unit cost for repair of spalls greater than 4” in diameter but less than 9 inches in diameter and unit cost for repair of spalls that are greater than 9 inches in diameter but less than 24 inches.

Spalls 4” or less diameter = (Unit price $__________) Spalls greater than 4” in diameter, but less than 9” in diameter = (Unit price ________) Spalls greater than 9” in diameter, but less than 24” in diameter = (Unit price $________)

*Unit pricing is not included in the total contract value at award, however will be the contracted unit pricing once awarded if determined a changed order is needed for additional spalls.

OPTION 1

1. DESIGN STAGE SERVICES

2. CONSTRUCTION STAGE SERVICES. Reference DB SOW Paragraph 5.1.3.

Construction Delivery Phase -Construction Administration/Construction Management-AE of Record.

Concrete Spall & Deteriorated Concrete Repair at Concrete Curbs.

(Quantity of Crack Repairs) Cracks = 500 LF

(Quantity of Spall Repairs) Spalls 4” or less diameter = 20 Spalls greater than 4” in diameter, but less than 9” in diameter = 20.

Spalls greater than 9” in diameter, but less than 24” in diameter =10.

OPTION 1 TOTAL

Fixed Unit Price – Option 1: Include in the proposal a fixed unit price for the repair of diameter, and a unit cost for repair of spalls greater than 4” in diameter but less than 9 inches in diameter and unit cost for repair of spalls that are greater than 9 inches in diameter but less than 24 inches.

Spalls 4” or less diameter = (Unit price $__________) Spalls greater than 4” in diameter, but less than 9” in diameter = (Unit price ________) Spalls greater than 9” in diameter, but less than 24” in diameter = (Unit price $________)

**Unit pricing is not included in the total contract value at award, however will be the contracted unit pricing once option is awarded if determined a changed order is needed for additional spalls.

OPTION 2

1. DESIGN STAGE SERVICES

2. CONSTRUCTION STAGE SERVICES. Reference DB SOW Paragraph 5.1.4.

Construction Delivery Phase.

-Construction Administration/Construction Management-AE of Record

Concrete Cracks, ‘Spalls’ & Deteriorated Concrete Repair at Concrete Steps.

(Quantity of Crack Repairs)

Cracks = 100 LF

(Quantity of Spall Repairs)

Spalls 4” or less diameter = 10.

Spalls greater than 4” in diameter, but less than 9” in diameter = 10.

Spalls greater than 9” in diameter, but less than 24” in diameter =5.

OPTION 2 TOTAL

Fixed Unit Price – OPTION 2: Include in the proposal a fixed unit price for the repair of diameter, and a unit cost for repair of spalls greater than 4” in diameter but less than 9

**Unit pricing is not included in the total contract value at award, however will be the inches in diameter and unit cost for repair of spalls that are greater than 9 inches in diameter but less than 24 inches.

Spalls 4” or less diameter = (Unit price $__________) Spalls greater than 4” in diameter, but less than 9” in diameter = (Unit price ________) Spalls greater than 9” in diameter, but less than 24” in diameter = (Unit price $________) contracted unit pricing once option is awarded if determined a changed order is needed for additional spalls.

TOTAL

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