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FY21 Sediment Removal and Concrete Repairs

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.1.2 Survey Control

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.2.3 Payment Item (s)

1.1.3 Protection and Maintenance of Traffic During Construction

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.3.3 Payment Item (s)

1.1.4 Erosion and Sediment Controls

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.4.3 Payment Item (s)

1.1.5 Sediment Sampling and Testing

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.5.3 Payment Item (s)

1.1.6 Vegetation Removal Within Channel and Concrete Banks

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.6.3 Payment Item (s)

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Digital Progress Images

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.1.4 Payment Items

1.2.2 Sediment Removal and Disposal

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.2.4 Payment Item (s)

1.2.3 Cleaning of Weepholes

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.3.4 Payment Item (s)

1.2.4 Cleaning of Joints

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.4.4 Payment Item

1.2.5 Preparing and Resealing Expansion Joints

SECTION 01 22 00.00 08 Page 1 Certified Final Documents - RTA W911WN21B8001 - Amendment 1

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.5.4 Payment Item

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

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SECTION 01 22 00.00 08 Page 2

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the SCHEDULE and described below.

All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Reimbursement For Actual Performance And Payment Bond Premiums

Payment for reimbursement for actual performance and payment bond premiums will be made as specified in 00 70 00 CONDITIONS OF THE CONTRACT, clause

PAYMENT FOR PERFORMANCE AND PAYMENT BONDS.

0001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

1.1.2 Survey Control

1.1.2.1 Payment

This work is specified in Section 01 32 23.00 08 SURVEY AND ALIGNMENT CONTROL. Payment will be made for baseline layout and pre- and post survey cross sections at 50 feet intervals to verify quantities. Pre-survey cross sections shall constitute the original cross-sections from which all measurements will be based to calculate the quantity of sediment. The post survey cross sections shall constitute the final cross sections from which measurement will be made, and shall be used to verify that the specified bottom elevations and slopes have been achieved. All pre and post cross sections are to include tops and slopes of banks and all features within the contractor work limits. The price shall constitute full compensation with the work required under this contract.

1.1.2.2 Unit of Measure

Unit of measure: Job.

1.1.2.3 Payment Item (s)

0002 SURVEY CONTROL

SECTION 01 22 00.00 08 Page 3

1.1.3 Protection and Maintenance of Traffic During Construction

1.1.3.1 Payment

Payment will be made for costs associated with developing and implementing traffic control maintenance and protection measures including provisions for protecting and accommodating vehicular and pedestrian traffic, and any additional requirements necessary (including all required PADOT permits) to maintain traffic within the project area, as required throughout the life of the contract. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.1.3.2 Unit of Measure

Unit of measure: Job.

1.1.3.3 Payment Item (s)

0003 PROTECTION AND MAINTENANCE OF TRAFFIC DURING CONSTRUCTION

1.1.4 Erosion and Sediment Controls

1.1.4.1 Payment

This work is specified in Section 01 57 23.00 08 STORM WATER POLLUTION CONTROL and 01 57 26.00 08 SILT CURTAIN. Payment will be made for costs associated with furnishing, installing, maintaining and removing all temporary erosion and sediment control Best Management Practices (BMPs)in accordance with contract documents; including but not limited to the silt curtain.

1.1.4.2 Unit of Measure

Unit of measure: Job.

1.1.4.3 Payment Item (s)

0004 EROSION AND SEDIMENT CONTROLS

1.1.5 Sediment Sampling and Testing

1.1.5.1 Payment

This work is specified in Section 02 30 00.00 08 SEDIMENT SAMPLING AND TESTING. Payment will be made for all costs associated with developing an approved Sampling and Testing Plan, all equipment, materials and labor for obtaining samples and determining the location of the samples, transportation of samples to the laboratory, all equipment, materials and labor required by the laboratory for testing and results reporting and all costs to develop, submit, revise and resubmit the Draft and Final Sediment Characterization Reports.

1.1.5.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00.00 08 Page 4

1.1.5.3 Payment Item (s)

0005 SEDIMENT SAMPLING AND TESTING

1.1.6 Vegetation Removal Within Channel and Concrete Banks

1.1.6.1 Payment

Payment will be made for the costs associated with the removal of vegetation and root system in channel and along the concrete banks as defined in 31 11 00.08 MISCELLANEOUS SITE CLEANING and 35 20 23.08 REMOVAL

OF SEDIMENT.

1.1.6.2 Unit of Measure

Unit of measure: JOB.

1.1.6.3 Payment Item (s)

0007 VEGETATION REMOVAL WITHIN CHANNEL AND CONCRETE BANKS

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.1 Digital Progress Images

1.2.1.1 Payment

Payment shall constitute full compensation for all costs in connection with completing this item of work as specified in Section 01 32 33.00 08

DIGITAL PROGRESS IMAGES.

1.2.1.2 Measurement

Measurement shall be based on monthly sets of progress photographs that are approved and accepted by the Contracting Officer or designated representative.

1.2.1.3 Unit of Measure

Unit of measure: Sets.

1.2.1.4 Payment Items

0006 DIGITAL PROGRESS IMAGES

1.2.2 Sediment Removal and Disposal

1.2.2.1 Payment

This work is specified in Section 35 20 23.00 08 REMOVAL OF SEDIMENT and

SECTION 01 22 00.00 08 Page 5

Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT.

Payment will be made for costs associated with removal, loading, hauling and disposal of unsuitable materials. Price shall include all materials, labor, equipment, and supplies associated with this work. Sediment will be tested to determine if the material is clean fill or regulated fill. For bidding purposes, the quantities assume that 80 percent of the material under the Base Contract is Regulated Fill and 20 percent is Clean Fill.

Corrections for disposal of material that is different than the assumptions above shall be handled through the Changes clause (FAR 52.243-4).

1.2.2.2 Measurement

The quantity of sediment removal and disposal will be measured for payment to the nearest cubic yard of sediment removed and disposed. No measurement will be made for removal of any materials beyond that indicated on the contract drawings and tolerances specified in Section 35 20 23.00 08 REMOVAL OF SEDIMENT. Initial survey shall constitute the original cross-sections from which all measurements will be based to calculate the quantity of sediment. The second survey shall constitute the final cross sections from which measurement will be made, and shall be used to verify that the specified bottom elevations and slopes have been achieved. However, no measurement for payment will be made for any material over excavated beyond that permitted, unless otherwise specified and/ or approved, quantities must be calculated by the average end method based on the initial and final surveys.

1.2.2.3 Unit of Measure

Unit of measure: cubic yard.

1.2.2.4 Payment Item (s)

0011 SEDIMENT REMOVAL AND DISPOSAL - REGULATED FILL

0012 SEDIMENT REMOVAL AND DISPOSAL - CLEAN FILL

1.2.3 Cleaning of Weepholes

1.2.3.1 Payment

Payment will be made for the costs associated with the clearing and cleaning of weepholes as defined in 31 11 00.08 MISCELLANEOUS SITE

CLEANING.

1.2.3.2 Measurement

The quantity of cleaning of weepholes will be measured for payment per each weephole cleaned.

1.2.3.3 Unit of Measure

Unit of measure: Each

1.2.3.4 Payment Item (s)

0008 CLEANING OF WEEPHOLES

SECTION 01 22 00.00 08 Page 6

1.2.4 Cleaning of Joints

1.2.4.1 Payment

Payment will be made for the costs associated with cleaning of joints as defined in 31 11 00.08 MISCELLANEOUS SITE CLEANING.

1.2.4.2 Measurement

The quantity of cleaning of joints will be measured for payment per linear foot of joint.

1.2.4.3 Unit of Measure

Unit of measure: Linear Feet

1.2.4.4 Payment Item

0009 CLEANING OF JOINTS

1.2.5 Preparing and Resealing Expansion Joints

1.2.5.1 Payment

Payment will be made for the costs associated with preparing each section of joint and installing joint sealant as defined in

31 11 05.00 08 PREPARING AND RESEALING EXPANSION JOINTS.

1.2.5.2 Measurement

The quantity of installing joint sealant will be measured for payment per linear foot of joint, same as the measured vegetation for the clearing of joints.

1.2.5.3 Unit of Measure

Unit of measure: Linear Feet

1.2.5.4 Payment Item

0010 PREPARING AND RESEALING EXPANSION JOINTS

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 calendar days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

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