Quote Submission Form_PCC for ERDC GSL.pdf

QUOTE SUBMISSION FORM

Production of PCC Pavement Model for ERDC GSL

Engineer Research and Development Center

ATTN: Angie Stokes

3909 Halls Ferry Rd.

Vicksburg, Mississippi 39180-6199

EMAIL: Angela.M.Stokes@usace.army.mil

601-634-4878

Item

No.

Description Price

Concrete Mixture Design, to include (Reference the Performance Work Statement for further detail):

Minimum design compressive strength of 5,000 psi at 28 days when tested in accordance with

ASTM C39

Minimum design tensile strength of 650 psi at 28 days when tested in accordance with ASTM C78

0.45 maximum allowable water-cementitious material ratio

Size 67 or larger (e.g., Size 57) limestone aggregate per ASTM C33

Target slump shall be 7 ± 1 in

*The concrete mixture design shall be submitted for approval by the Engineer at least two weeks prior to placement. No concrete shall be placed without an approved mixture design.

Concrete Placement, to include (Reference the

Performance Work Statement for further detail):

Fixed-form placement method

Pump-truck placement

Contractor shall be responsible for the supply, installation, removal, and disposal of all formwork

Forms shall be structurally sufficient and adequately staked/reinforced

Release agent to facilitate removal of forms mailto:Angela.M.Stokes@usace.army.mil

Dowel bar assemblies shall be placed at the locations indicated in Figure 1 in the Performance

Work Statement

Fresh concrete shall meet the slump requirements of 7 ± 1 in

Delivered concrete temperatures must be less than

90°F when tested in accordance with ASTM

C1064

Water shall not be in excess of batch water.

Reference Item I under Concrete Placement in the Performance Work Statement

Self-powered, vibratory truss screed is required

Finishing and Curing:

1 – Textured broom finish is required

2 – Fogging/misting is allowed

3 – CRD-300 curing compound is to be applied

Construction and Contraction Joints:

1 – All contraction joints MUST undergo initial saw cutting within 6 to 12 hours after placement

2 – Saw cutting is not required for construction joints

3 – Joint sealant is required for the model for the contract joints

TOTAL COST

1. REGISTERED IN THE SYSTEM FOR AWARD MANAGEMENT (SAM)?

YES _________ NO __________

NOTE: If you are not registered with SAM (formerly CCR), an award cannot be made to your institution. You may register electronically at https://www.sam.gov/portal/public/SAM/.

Registering electronically will expedite the registration process but may not ensure registration prior to the award of the contract.

2. PLEASE PROVIDE THE FOLLOWING INFORMATION:

Contractor/Vendor Name: ______________________________________________________

Contractor DUNS #: ___________________________________________________________

Contractor Cage Code: _________________________________________________________ http://www.sam.gov/portal/public/SAM/ http://www.sam.gov/portal/public/SAM/

Contractor Tax ID: ____________________________________________________________

Contractor Point of Contact: _____________________________________________________

Point of Contact Phone Number: _________________________________________________

Point of Contact E-mail Address: _________________________________________________

This quote is valid through the following date: ______________________________________