SECTION_01_22_00_PRICE_AND_PAYMENT_PROCEDURES.pdf

WOLF CREEK PROJECT FLTP PAVING Wolf Creek Recreational Areas W912P519B0001_AMD 0001 Harlan, Pulaski and Russell Counties, Kentucky

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 PAYMENT ITEMS

1.1.1 Hot Mix Asphalt (HMA) for Roadways 220 LB/SY

1.1.1.1 Payment

1.1.1.2 Measurement

1.1.1.3 Unit of Measure

1.1.2 Grade and Compact Existing Roadway Base

1.1.2.1 Payment

1.1.2.2 Measurement

1.1.2.3 Unit of Measure

1.1.3 Install 6" Polyethylene Drain Pipe

1.1.3.1 Payment

1.1.3.2 Measurement

1.1.3.3 Unit of Measure

1.1.4 No. 57 Stone for French Drain

1.1.4.1 Payment

1.1.4.2 Measurement

1.1.4.3 Unit of Measure

1.1.5 Pavement/Base Demo and Removal, 12" depth

1.1.5.1 Payment

1.1.5.2 Measurement

1.1.5.3 Unit of Measure

1.1.6 Pavement/Base Demo and Removal, 19" depth

1.1.6.1 Payment

1.1.6.2 Measurement

1.1.6.3 Unit of Measure

1.1.7 Asphalt Pavement Shallow Patching Repair

1.1.7.1 Payment

1.1.7.2 Measurement

1.1.7.3 Unit of Measure

1.1.8 Sawcut Pavement, 4" Depth

1.1.8.1 Payment

1.1.8.2 Measurement

1.1.8.3 Unit of Measure

1.1.9 Sawcut Pavement, 2" Depth

1.1.9.1 Payment

1.1.9.2 Measurement

1.1.9.3 Unit of Measure

1.1.10 Graded Crushed Aggregate Base

1.1.10.1 Payment

1.1.10.2 Measurement

1.1.10.3 Unit of Measure

1.1.11 Graded Crushed Aggregate for Roadway Shoulder

1.1.11.1 Payment

1.1.11.2 Measurement

SECTION 01 22 00 Page 1

1.1.11.3 Unit of Measure

1.1.12 Site Work

1.1.12.1 Payment

1.1.12.2 Unit of Measure

1.1.13 Sealing Cracks in Bituminous Pavement

1.1.13.1 Payment

1.1.13.2 Measurement

1.1.13.3 Unit of Measure

1.1.14 Sealing Cracks in Milled Bituminous Pavement

1.1.14.1 Payment

1.1.14.2 Measurement

1.1.14.3 Unit of Measure

1.1.15 Paint Markings, Crosswalks

1.1.15.1 Payment

1.1.15.2 Measurement

1.1.15.3 Unit of Measure

1.1.16 Paint Markings, 4" Parking

1.1.16.1 Payment

1.1.16.2 Measurement

1.1.16.3 Unit of Measure

1.1.17 Paint Markings, 4" Roadway Striping

1.1.17.1 Payment

1.1.17.2 Measurement

1.1.17.3 Unit of Measure

1.1.18 Install New Precast Concrete Wheel Stops

1.1.18.1 Payment

1.1.18.2 Measurement

1.1.18.3 Unit of Measure

1.1.19 Cold Milling Bituminous Pavement, 2" Average Depth

1.1.19.1 Payment

1.1.19.2 Measurement

1.1.19.3 Unit of Measure

1.1.20 Install New Gate Detector Loop

1.1.20.1 Payment

1.1.20.2 Measurement

1.1.20.3 Unit of Measure

1.1.21 Geotextile Fabric

1.1.21.1 Payment

1.1.21.2 Measurement

1.1.21.3 Unit of Measure

1.1.22 Stone Protection

1.1.22.1 Payment

1.1.22.2 Measurement

1.1.22.3 Unit of Measure

1.1.23 Excavation

1.1.23.1 Payment

1.1.23.2 Measurement

1.1.23.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

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SECTION 01 22 00 Page 2

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 PAYMENT ITEMS

Payment items for the work of this contract are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular payment item, are included in the listed payment item most closely associated with the work involved. The 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 Hot Mix Asphalt (HMA) for Roadways 220 LB/SY

1.1.1.1 Payment

Payment will be made for costs associated with Hot Mix Asphalt (HMA) for Roadways 220 LB/SY, which includes preparing and reconditioning the underlying layer, and other incidentals necessary to complete the work required by Section 32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS. No payment will be made for defective areas until corrected.

1.1.1.2 Measurement

Hot Mix Asphalt (HMA) will be measured for payment based upon the number of tons (2,000 pounds) used in the accepted work. Contractor shall provide batch tickets for each load of asphalt delivered to the site. The batch tickets shall contain separate batch weights of the aggregate and bituminous material in the mix..

1.1.1.3 Unit of Measure

Unit of measure: TON (2,000 pounds).

1.1.2 Grade and Compact Existing Roadway Base

1.1.2.1 Payment

Payment will be made for costs associated with Grade and Compact Existing Roadway Base that is graded and compacted in accordance with the design drawings, notes and Section 32 11 23 AGGREGATE AND/OR GRADED-CRUSHED

AGGREGATE BASE COURSE.

1.1.2.2 Measurement

Grade and Compact Existing Roadway Base will be measured for payment based upon the number of square yards of existing roadway base acceptably graded and compacted.

SECTION 01 22 00 Page 3

1.1.2.3 Unit of Measure

Unit of measure: Square Yards (SY).

1.1.3 Install 6" Polyethylene Drain Pipe

1.1.3.1 Payment

Payment will be made for costs associated with Install 6" Polyethylene Drain Pipe performed in accordance with the design drawings, notes, Section 33 40 00 STORM DRAINAGE UTILITIES, and Section 31 23 00 EXCAVATION AND FILL.

1.1.3.2 Measurement

Install 6" Polyethylene Drain Pipe will be measured for payment based upon the number of linear feet (LF) of acceptably installed polyethylene drain pipe to include all necessary fittings.

1.1.3.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.1.4 No. 57 Stone for French Drain

1.1.4.1 Payment

Payment will be made for costs associated with No. 57 Stone placed in accordance with the design drawings, notes and Section 32 11 23 AGGREGATE

AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE.

1.1.4.2 Measurement

Measure No. 57 Stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of each truckload is rounded to the nearest whole ton. Weigh for payment on approved scales before being placed in the work. Weigh material in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.1.4.3 Unit of Measure

Unit of measure: Ton (2000 pounds).

1.1.5 Pavement/Base Demo and Removal, 12" depth

1.1.5.1 Payment

Payment will be made for costs associated with Pavement/Base Demo and Removal, 12" depth performed in accordance with Section 02 41 00 DEMOLITION.

1.1.5.2 Measurement

Pavement/Base Demo and Removal, 12" will be measured for payment based upon the number of square yards of pavement and base acceptably demolished and removed.

SECTION 01 22 00 Page 4

1.1.5.3 Unit of Measure

Unit of measure: Square Yards (SY).

1.1.6 Pavement/Base Demo and Removal, 19" depth

1.1.6.1 Payment

Payment will be made for costs associated with Pavement/Base Demo and Removal, 19" depth performed in accordance with Section 02 41 00 DEMOLITION.

1.1.6.2 Measurement

Pavement/Base Demo and Removal, 19" will be measured for payment based upon the number of square yards of pavement and base acceptably demolished and removed.

1.1.6.3 Unit of Measure

Unit of measure: Square Yards (SY).

1.1.7 Asphalt Pavement Shallow Patching Repair

1.1.7.1 Payment

Payment will be made for costs associated with Asphalt Pavement Shallow Patching Repair performed in accordance with the contract drawings and specifications.

1.1.7.2 Measurement

Asphalt Pavement Shallow Patching Repair will be measured for payment based upon the number of square yards of acceptably performed asphalt pavement repairs.

1.1.7.3 Unit of Measure

Unit of measure: Square Yards (SY).

1.1.8 Sawcut Pavement, 4" Depth

1.1.8.1 Payment

Payment will be made for costs associated with Sawcut Pavement, 4" Depth performed in accordance with Section 32 01 17 SEALING CRACKS IN ASPHALT

PAVING.

1.1.8.2 Measurement

Sawcut Pavement, 4" Depth will be measured for payment based upon the number of linear feet of acceptably performed pavement sawing.

1.1.8.3 Unit of Measure

Unit of measure: Linear Feet (LF).

SECTION 01 22 00 Page 5

1.1.9 Sawcut Pavement, 2" Depth

1.1.9.1 Payment

Payment will be made for costs associated with Sawcut Pavement, 2" Depth performed in accordance with Section 32 01 17 SEALING CRACKS IN ASPHALT

PAVING.

1.1.9.2 Measurement

Sawcut Pavement, 2" Depth will be measured for payment based upon the number of linear feet of acceptably performed pavement sawing.

1.1.9.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.1.10 Graded Crushed Aggregate Base

1.1.10.1 Payment

Payment will be made for costs associated with Graded Crushed Aggregate Base placed in accordance with the design drawings and Section 32 11 23

AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE.

1.1.10.2 Measurement

Measure Graded Crushed Aggregate Base for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of each truckload is rounded to the nearest whole ton. Weigh for payment on approved scales before being placed in the work. Weigh material in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.1.10.3 Unit of Measure

Unit of measure: TON (2,000 pounds).

1.1.11 Graded Crushed Aggregate for Roadway Shoulder

1.1.11.1 Payment

Payment will be made for costs associated with Graded Crushed Aggregate for Roadway Shoulder placed in accordance with Section 32 11 23 AGGREGATE

AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE.

1.1.11.2 Measurement

Measure Graded Crushed Aggregate for Roadway Shoulder for payment by the short ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of each truckload is rounded to the nearest whole ton. Weigh for payment on approved scales before being placed in the work. Weigh material in the presence of the Government representative.

The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

SECTION 01 22 00 Page 6

1.1.11.3 Unit of Measure

Unit of measure: TON (2,000 pounds).

1.1.12 Site Work

1.1.12.1 Payment

Payment under Bid Item "Site Work" will be made at the contract single job price and will constitute full compensation for all work not otherwise covered under associated bid items listed for relevant work as required by the contract drawings and specifications.

1.1.12.2 Unit of Measure

Unit of measure: Job.

1.1.13 Sealing Cracks in Bituminous Pavement

1.1.13.1 Payment

Payment will be made for costs associated with Sealing Cracks in Bituminous Pavement performed in accordance with Section 32 01 17 SEALING CRACKS IN ASPHALT PAVING. Payment will be made at the contract unit bid price per linear foot for the sealing items scheduled. Include in the unit bid price the cost of all labor, materials, and the use of all equipment and tools required to complete the work.

1.1.13.2 Measurement

Determine the quantity of each sealing item to be paid for by actual measurement of the number of linear feet of in-place material that has been approved.

1.1.13.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.1.14 Sealing Cracks in Milled Bituminous Pavement

1.1.14.1 Payment

Payment will be made for costs associated with Sealing Cracks in Milled Bituminous Pavement performed in accordance with Section 32 01 17 SEALING

CRACKS IN ASPHALT PAVING.

1.1.14.2 Measurement

Sealing Cracks in Milled Bituminous Pavement will be measured for payment based upon the number of linear feet of acceptably performed work.

1.1.14.3 Unit of Measure

Unit of measure: Linear Feet (LF).

SECTION 01 22 00 Page 7

1.1.15 Paint Markings, Crosswalks

1.1.15.1 Payment

Payment will be made for costs associated with paint markings for crosswalks performed in accordance with Section 32 17 23 PAVEMENT MARKINGS.

1.1.15.2 Measurement

Paint markings for crosswalks will be measured for payment based upon the number of linear feet of acceptably performed work.

1.1.15.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.1.16 Paint Markings, 4" Parking

1.1.16.1 Payment

Payment will be made for costs associated with paint markings for 4" parking performed in accordance with Section 32 17 23 PAVEMENT MARKINGS.

1.1.16.2 Measurement

Paint markings for 4" pavement will be measured for payment based upon the number of linear feet of acceptably performed work.

1.1.16.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.1.17 Paint Markings, 4" Roadway Striping

1.1.17.1 Payment

Payment will be made for costs associated with paint markings for 4" roadway striping performed in accordance with Section 32 17 23 PAVEMENT

MARKINGS.

1.1.17.2 Measurement

Paint markings for 4" roadway striping will be measured for payment based upon the number of linear feet of acceptably performed work.

1.1.17.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.1.18 Install New Precast Concrete Wheel Stops

1.1.18.1 Payment

Payment will be made for costs associated with Installing New Precast Concrete Wheel Stops performed in accordance with the contract drawings and specifications. The new precast concrete wheel stops shall be placed and affixed in position in accordance to KYTC standards and per COR approval prior to payment.

SECTION 01 22 00 Page 8

1.1.18.2 Measurement

Installing New Precast Concrete Wheel Stops will be measured for payment based upon the number of acceptably installed new precast concrete wheel stops.

1.1.18.3 Unit of Measure

Unit of measure: Each (EA).

1.1.19 Cold Milling Bituminous Pavement, 2" Average Depth

1.1.19.1 Payment

Payment will be made for costs associated with cold milling bituminous pavement performed in accordance with the contract drawings and Section 32 01 16 COLD MILLING ASPHALT PAVING. Payment will be to the nearest square yard. Unit price shall include the cost for haul and disposal of millings in accordance with the contract drawings and specifications. No payment will be made for milling outside the specified area of work.

1.1.19.2 Measurement

The quantity of milled pavement will be the number of square yards completed and accepted as determined by the Contracting Officer. Determine the number of square yards of milled pavement by measuring the length and width of the milled surface within the specified work area. Measure the width of the area to the closest inch and measure the length of the area to the closest foot.

1.1.19.3 Unit of Measure

Unit of measure: Square Yards (SY).

1.1.20 Install New Gate Detector Loop

1.1.20.1 Payment

Payment will be made for costs associated with Installing New Gate Detector Loop performed in accordance with the contract drawings and specifications.

1.1.20.2 Measurement

Installing New Gate Detector Loop will be measured for payment based upon the number of acceptably installed Gate Detector Loops.

1.1.20.3 Unit of Measure

Unit of measure: Each (EA).

1.1.21 Geotextile Fabric

1.1.21.1 Payment

Payment will be made for costs associated with procuring and installing geotextile as shown in the contract drawings, notes and specified in Section 31 05 22 GEOTEXTILES USED AS FILTERS. Payment for placing

SECTION 01 22 00 Page 9 geotextile fabric will be made at the contract unit price per square yard (SY) for "Geotextile Fabric," and will constitute full compensation to the Contractor for providing all plant, labor, material, and equipment and performing all operations necessary for the complete and satisfactory installation of the geotextile.

1.1.21.2 Measurement

Installed geotextiles will be measured for payment in place to the nearest square yard of protected area. The following items are included in the unit price for Geotextiles and will not be counted a second time in the process of determining the extent of geotextile placed: Material and associated equipment and operation used in laps, seams, or extra length; securing pins and associated material, equipment, and operations. No payment will be made for geotextiles replaced because of waste, contamination, damage, repair, or due to Contractor fault or negligence.

1.1.21.3 Unit of Measure

Unit of measure: Square Yard

1.1.22 Stone Protection

1.1.22.1 Payment

Payment for riprap acceptably placed at the River Road site will be made at the applicable contract unit price per ton as specified in Section 35 31 19 STONE PROTECTION. Price and payment shall constitute full compensation for furnishing, hauling, handling, placing, and maintaining the riprap until final acceptance by the Government.

1.1.22.2 Measurement

No payment will be made for excess riprap left in place. Stone will be measured for payment by the ton in the presence of the Contracting Officer, by weighing on approved, accurately calibrated scales furnished by and at the expense of the Contractor. The scales shall be capable of printing a weight ticket including time, date, truck number, and weight. Weight certificates furnished by a public weighmaster will be acceptable.

Quantities shall be computed to the nearest whole ton.

1.1.22.3 Unit of Measure

Unit of measure: Ton (TON).

1.1.23 Excavation

1.1.23.1 Payment

Payment will be made for costs associated with excavation and grading activities as shown in the contract drawings and specified in Section 31 00 00 EARTHWORK and Section 31 23 00 EXCAVATION AND FILL. Payment for excavation and grading will be made at the contract unit price per cubic yard for "Earthwork".

SECTION 01 22 00 Page 10

1.1.23.2 Measurement

The unit of measurement for Earthwork will be the cubic yard, computed by the average end area method from cross sections survey data taken before and after the satisfactory excavation and grading and submitted by the Contractor for acceptance by the COR.

1.1.23.3 Unit of Measure

Unit of measure: Cubic Yard (CY).

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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SECTION 01 22 00 Page 11