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2.4. Submittals - Three copies of the project submittals shall be forwarded to the project engineer as designated below: 2.4.1. Unit Prices Bid - The square footage and associated pricing shall be based on "measured in place" quantities or quantity delivered to the project site as determined by the project engineer. 2.4.1.1. Measured In Place -Measured in place quantities shall be determined from the project drawings, including any allowances for waste, overlap, and anchoring. Final quantities will be payable based on the as-built drawings. 2.4.1.2. Delivered to Site -Delivered pricing quantities shall be determined from the manufacturer's shipping documents and reflect the total square footage delivered to the project site. 2.4.2. Information With Bid- The following shall be submitted with the bid: 2.4.2.1. Statement of experience from the proposed GCL supplier. 2.4.2.2. Statement of experience from the proposed GCL Installer. 2.4.3. Prior to Installation- The following information shall be supplied to the project engineer for review within 10 business days of the Contract Award to ensure that the materials and parties selected for use on the project meet the requirements of this specification: 2.4.3.1. Samples of GCL proposed for use on the project. 2.4.3.2. Reference list supplied by GCL Manufacturer indicating the appropriate experience level as required by the specification. 2.4.3.3. Reference list supplied by the GCL Installer indicating the appropriate experience level as required by the specification. 2.4.3.4. Reference list supplied by the proposed CQA Inspector indicating the appropriate experience level as required by the specification. 2.4.4. Prior to Deployment - The following information shall be submitted by the Lining Contractor to the Project Engineer prior to the deployment of any GCL material to ensure that the materials and subgrade preparation meet the requirements of this specification: 2.4.4.1. GCL Manufacturer's Quality Control Certifications. 2.4.4.2. Certifications of subgrade acceptance for each area covered by GCL, signed by the earthwork Contractor and CQA inspector. 3.0 GCL MATERIALS - The GCL product supplied to the project shall be in full accordance with the requirements of this section. The GCL shall be manufactured by mechanically bonding the geotextiles using a needlepunchim process to enhance frictional and internal shear strength characteristics. In order to maintain these characteristics, no glues, adhesives or other non-mechanical bonding processes shall be used in lieu of the needlepunch process. Their use to enhance the physical properties of the GCL is permitted. 3.1. Description- Acceptable GCLs for this project include the Bentofix Thermal Lock, or any other needlepunched GCLs which meet the requirements of this specification. Bentofix Drop-In Specification Bentofix is a registered trademark of NAUE GmbH&Co.KG 4 RI/13/06