01 22 00.00 08_Amendment 1.pdf

Crooked Creek Boat Ramp Road Erosion Repair

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.2.2 Protection and Maintenance of Traffic During Construction

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.2.3 Payment Item (s)

1.2.3 Erosion and Sediment Controls

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.3.3 Payment Item (s)

1.2.4 Clearing and Grubbing

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.4.3 Payment Item (s)

1.2.5 Main Erosion Area: Toe Bench and Buttress Repair

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.5.3 Payment Item (s)

1.2.6 Stormwater Drain Improvements at Boat Ramp

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.6.3 Payment Item (s)

1.2.7 Rehabilitate Catch Basin No. 5183 Drainage

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.7.3 Payment Item (s)

1.2.8 Removal of Existing Pavement, Overexcavation, and Subgrade

Rehabilitation

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.8.3 Payment Item (s)

1.2.9 Existing 24-Inch CMP Culvert Rehabilitation

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.9.3 Payment Item (s)

1.2.10 Regrading and Revegetation of the Flat Camp Area

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.10.3 Payment Item (s)

1.2.11 Existing 36-Inch CMP Culvert Rehabilitation

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.11.3 Payment Item (s)

SECTION 01 22 00.00 08 Page 1 Certified Final Document - RTA W911WN21B8002 - Amendment 1

1.2.12 Cut Slope for Asphalt Shoulder Installation

1.2.12.1 Payment

1.2.12.2 Unit of Measure

1.2.12.3 Payment Item (s)

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Digital Progress Images

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.1.4 Payment Items

1.3.2 Riprap Channel: Excavate, Furnish and Install Ungrouted Riprap

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.2.4 Payment Item (s)

1.3.3 Vegetated Channel: Excavate, Furnish and Install Synthetic

Erosion Control Mat

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.3.4 Payment Item (s)

1.3.4 Bituminous Pavement Milling

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.4.4 Payment Item

1.3.5 Bituminous Paving - 9.5mm Superpave

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.5.4 Payment Item

1.3.6 Bituminous Paving - 19mm Superpave

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.6.4 Payment Item

1.3.7 Seeding and Mulching

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.7.4 Payment Item

1.3.8 Remove Existing and Install Guiderail

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.8.4 Payment Items

1.3.9 Furnish and Install PennDOT 2A Aggregate

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.9.4 Payment Item

1.3.10 Geotextile

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.10.4 Payment Item

1.3.11 Furnish and Install Aggregate

1.3.11.1 Payment

1.3.11.2 Measurement

SECTION 01 22 00.00 08 Page 2

1.3.11.3 Unit of Measure

1.3.11.4 Payment Item

1.3.12 CMP Procurement and Installation

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

1.3.12.4 Payment Item

1.3.13 HDPE Procurement and Installation

1.3.13.1 Payment

1.3.13.2 Measurement

1.3.13.3 Unit of Measure

1.3.13.4 Payment Item

1.3.14 RCP Procurement and Installation

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

1.3.14.4 Payment Item

1.3.15 Catch Basin Installation

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.15.4 Payment Item

1.3.16 Manhole Installation

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 Unit of Measure

1.3.16.4 Payment Item

1.3.17 Clean and Flush Existing Catch Basins

1.3.17.1 Payment

1.3.17.2 Measurement

1.3.17.3 Unit of Measure

1.3.17.4 Payment Item

1.3.18 Replace Existing Catch Basin Grates

1.3.18.1 Payment

1.3.18.2 Measurement

1.3.18.3 Unit of Measure

1.3.18.4 Payment Item

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

-- End of Section Table of Contents --

SECTION 01 22 00.00 08 Page 3

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for i nformation only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

1.2 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.

1.2.1 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

1001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

2001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

3001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

4001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

5001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

6001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

7001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

1.2.2 Protection and Maintenance of Traffic During Construction

1.2.2.1 Payment

This work is specified in Section 01 35 00.00 08 SPECIAL PROCUDURES.Payment will be made for costs associated with developing and implementing traffic control maintenance and protection measures as required throughout the life of the contract, and shall include any and all awardable options. The job price shall include, but not be limited to all cost associated with, protection of vehicular and pedestrian traffic, signing, lighting, channelization devices, and any additional requirements necessary to maintain traffic within the project area during the life of

SECTION 01 22 00.00 08 Page 4 the contract. Price shall include all materials, labor, and equipment and supplies associated with this work.

1.2.2.2 Unit of Measure

Unit of measure: Job.

1.2.2.3 Payment Item (s)

0003 PROTECTION AND MAINTENANCE OF TRAFFIC DURING CONSTRUCTION

1002 PROTECTION AND MAINTENANCE OF TRAFFIC DURING CONSTRUCTION

1.2.3 Erosion and Sediment Controls

1.2.3.1 Payment

This work is specified in Section 01 57 23.00 08 STORMWATER POLLUTION MEASURES and 32 92 19 SEEDING. Payment will be made for costs associated with furnishing, installing, maintaining, and removing erosion and sediment control measures in the accordance with the contract documents and as shown on the drawings throughout the life of the contract, and shall include and all awardable options. Erosion and sediment controls shall include but not be limited to compost filter sock, incidental site restoration, temporary and permanent seeding, fertilizer, lime, mulch, dust control, rock construction entrance, pumping and storm drain filter bag. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.3.2 Unit of Measure

Unit of measure: Job.

1.2.3.3 Payment Item (s)

0004 EROSION AND SEDIMENT CONTROLS

1.2.4 Clearing and Grubbing

1.2.4.1 Payment

This work is specified in Section 31 11 00 CLEARING AND GRUBBING, and Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT.

Clearing and Grubbing is associated with buttress improvement construction, shoulder stabilization, and Riprap channel culvert apron construction. Payment will be made for costs associated with clearing and grubbing as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; and all other incidental costs, and supplies associated with this work.

1.2.4.2 Unit of Measure

Unit of measure: Job.

1.2.4.3 Payment Item (s)

0005 CLEARING AND GRUBBING

SECTION 01 22 00.00 08 Page 5

1.2.5 Main Erosion Area: Toe Bench and Buttress Repair

1.2.5.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK, Section 31 05 19 GEOTEXTILE, Section 32 11 23 AGGREGATE BASE COURSE, and Section 33 37 00 STONE PROTECTION. Payment will be made for costs associated for all labor, equipment, materials and supplies; excavation; removal and disposal of excess and unsuitable excavated materials; furnishing and installation of geotextile, stone aggregate, and conveyance piping; furnishing and installation of ungrouted and grouted riprap; and all other incidental costs, and supplies associated with this work. Payment will also be made for costs associated with furnishing, transporting and placing stone riprap as specified and as shown in the contract drawings.

1.2.5.2 Unit of Measure

Unit of measure: Job.

1.2.5.3 Payment Item (s)

0006 MAIN EROSION AREA: TOE BENCH AND BUTTRESS REPAIR

1.2.6 Stormwater Drain Improvements at Boat Ramp

1.2.6.1 Payment

This work is specified in Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT, Section 02 42 00 DISPOSAL OF MATERIALS, Section 32 11 23 AGGREGATE BASE COURSES, and Section 33 40 00 STORM DRAINAGE UTILITIES and Section 03 45 00 PRECAST CONCRETE. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials. Payment will also include furnishing and installing new catch basin, grate, connection of storm lines, proposed stone bedding; stone backfill and compaction, etc.; in accordance with contract documents. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.6.2 Unit of Measure

Unit of measure: Job.

1.2.6.3 Payment Item (s)

0015 STORMWATER DRAIN IMPROVEMENTS AT BOAT RAMP

1.2.7 Rehabilitate Catch Basin No. 5183 Drainage

1.2.7.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE and Section 32 11 23 AGGREGATE BASE COURSE. Payment will be made for costs associated for all labor, equipment, materials and supplies; furnishing and stone aggregate;

and all other incidental costs, and supplies associated with this work.

Payment will also be made for costs associated with furnishing, transporting and placing stone riprap as specified and as shown in the contract drawings.

SECTION 01 22 00.00 08 Page 6

1.2.7.2 Unit of Measure

Unit of measure: Job.

1.2.7.3 Payment Item (s)

0019 REHABILITATE CATCH BASIN NO. 5183 DRAINAGE

1.2.8 Removal of Existing Pavement, Overexcavation, and Subgrade Rehabilitation

1.2.8.1 Payment

This work is specified in Section 02 42 00 DIPOSAL OF MATERIALS and Section 33 40 00 STORM DRAINAGE UTILITIES. Payment will be made for costs associated with loading, hauling, and disposal of material. Price should include all materials, labor, equipment, and supplies associated with this work.

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS and Section 33 40 00 STORM DRAINAGE UTILITIES. Payment will be made for costs associated with loading, hauling, and disposal of material as well as furnishing and installation of the pavement base drain. Price should include all materials, labor, equipment, and supplies associated with this work.

1.2.8.2 Unit of Measure

Unit of measure: Job.

1.2.8.3 Payment Item (s)

0029 REMOVAL OF EXISTING PAVEMENT, OVEREXCAVATION, AND SUBGRADE

REHABILITATION

1.2.9 Existing 24-Inch CMP Culvert Rehabilitation

1.2.9.1 Payment

This work is specified in Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT, Section 02 42 00 DISPOSAL OF MATERIALS, Section 32 11 23 AGGREGATE BASE COURSE, Section 33 01 99 IN-PLACE CULVERT PIPE REHABILITATION and Section 33 40 00 STORM DRAINAGE UTILITIES. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, removal and disposal of existing CPEP culvert. Payment will also include furnishing and installing point repair grouting and culvert lining in accordance with contract documents. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.9.2 Unit of Measure

Unit of measure: Job.

1.2.9.3 Payment Item (s)

1003 EXISTING 24-INCH CMP CULVERT REHABILITATION

SECTION 01 22 00.00 08 Page 7

1.2.10 Regrading and Revegetation of the Flat Camp Area

1.2.10.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK and 32 92 19 SEEDING. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, finegrading, and revegetation. Price should include all materials, labor, equipment, and supplies associated with this work.

1.2.10.2 Unit of Measure

Unit of measure: Job.

1.2.10.3 Payment Item (s)

2002 REGRADING AND REVEGETATION OF THE FLAT CAMP AREA

1.2.11 Existing 36-Inch CMP Culvert Rehabilitation

1.2.11.1 Payment

This work is specified in Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT, Section 02 42 00 DISPOSAL OF MATERIALS, Section 32 11 23 AGGREGATE BASE COURSE, Section 33 01 99 IN-PLACE CULVERT PIPE REHABILITATION and Section 33 40 00 STORM DRAINAGE UTILITIES. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, removal and disposal of existing CMP culvert and inlet. Payment will also include lining of the existing 36-inch CMP culvert in accordance with contract documents. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.11.2 Unit of Measure

Unit of measure: Job.

1.2.11.3 Payment Item (s)

3002 EXISTING 36-INCH CMP CULVERT REHABILITATION

1.2.12 Cut Slope for Asphalt Shoulder Installation

1.2.12.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS and Section 31 00 00 EARTHWORK. Payment will be made for costs associated with loading, hauling, and disposal of material. Price should include all materials, labor, equipment, and supplies associated with this work.

1.2.12.2 Unit of Measure

Unit of measure: Job.

1.2.12.3 Payment Item (s)

0007 CUT SLOPE FOR ASPHLAT SHOULDER INSTALLATION

SECTION 01 22 00.00 08 Page 8

1.3 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.

1.3.1 Digital Progress Images

1.3.1.1 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.

1.3.1.2 Measurement

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

1.3.1.3 Unit of Measure

Unit of measure: Sets

1.3.1.4 Payment Items

0002 DIGITAL PROGRESS IMAGES, BASE CONTRACT

1.3.2 Riprap Channel: Excavate, Furnish and Install Ungrouted Riprap

1.3.2.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK and Section 33 37 00 STONE PROTECTION. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, furnishing, transporting and placing stone riprap as specified and as shown in the contract drawings.

Payment will constitute full compensation for all labor, equipment, materials and supplies; furnishing and stone riprap; and all other incidental costs, and supplies associated with this work.

1.3.2.2 Measurement

Measurement for payment will be made for the actual volume of Riprap stone placed within the limits, lines and grades shown on the contract drawings. The volume of material installed shall be determined by the average-end-area method based on cross sections taken by field survey prior to and after completion of stone riprap installation or other method approved by the Contracting Officer or their Designated Representative.

The cross section surveys shall be performed by the contractor at a maximum 50-foot interval over the length of disturbance prior to and after stone riprap installation to determine the actual amount of material placed. Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer or their Designated Representative within 48 hours

SECTION 01 22 00.00 08 Page 9 following completion of the field cross sections.

1.3.2.3 Unit of Measure

Unit of measure: Cubic Yard .

1.3.2.4 Payment Item (s)

0008 RIPRAP CHANNEL: EXCAVATE, FURNISH, AND INSTALL UNGROUTED RIPRAP

1.3.3 Vegetated Channel: Excavate, Furnish and Install Synthetic Erosion Control Mat

1.3.3.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK, and Section 01 57 23.00 08 STORMWATER POLLUTION MEASURES and 32 92 19 SEEDING. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, furnishing, installing, maintaining, and removing erosion and sediment control measures in the accordance with the contract documents and as shown on the drawings, including but not limited to compost filter sock, incidental site restoration, temporary and permanent seeding, fertilizer, line, mulch, dust control, rock construction entrance, and storm drain filter bag. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.3.2 Measurement

Measurement of synthetic erosion control material will be the actual areas of surface constructed.

1.3.3.3 Unit of Measure

Unit of measure: Square Yard

1.3.3.4 Payment Item (s)

0009 VEGETATED CHANNEL: EXCAVATE, FURNISH AND INSTALL SYNTHETIC

EROSION CONTROL MAT

1.3.4 Bituminous Pavement Milling

1.3.4.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION and Section 32 01 16.71 COLD MILLING ASPHALT PAVING. Payment for aggregate will be made for costs associated with furnishing, transporting, delivering, placement, rolling, compacting, and finishing of all materials, equipment, tools, labor, and other incidentals necessary to complete the work required to the depth specified in the contract drawings.

Payment for asphalt milling will be made for costs associated with milling, transporting, delivering, rehandling, placement, rolling, compacting, and finishing of all materials, equipment, tools, labor, and other incidentals necessary to complete the work required to the depth specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

SECTION 01 22 00.00 08 Page 10

1.3.4.2 Measurement

Measurement for payment will be the actual area of surface constructed and accepted.

1.3.4.3 Unit of Measure

Unit of measure: Square Yard

1.3.4.4 Payment Item

0021 BITUMINOUS PAVEMENT MILLING 1.5" DEPTH

5002 BITUMINOUS PAVING: MILLING 1.5" DEPTH AND PAVING 1.5-INCH 9.55MM

SUPERPAVE (STA 5+75 TO STA 14+00)

6002 BITUMINOUS PAVING: MILLING 1.5" DEPTH AND PAVING 1.5-INCH 9.55MM

SUPERPAVE (STA 18+25 TO STA 24+40)

7003 BITUMINOUS PAVING: MILLING 1.5" DEPTH AND PAVING 1.5-INCH 9.55MM

SUPERPAVE (LEFT TRAVEL LANE STA 0+00 TO STA 2+50)

1.3.5 Bituminous Paving - 9.5mm Superpave

1.3.5.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION and Section 32 01 16.71 COLD MILLING ASPHALT PAVING. Payment for aggregate will be made for costs associated with furnishing, transporting, delivering, placement, rolling, compacting, and finishing of all materials, equipment, tools, labor, and other incidentals necessary to complete the work required to the depth specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.5.2 Measurement

Measurement for payment will be the actual area of surface constructed and accepted.

1.3.5.3 Unit of Measure

Unit of measure: Square Yard

1.3.5.4 Payment Item

0022 BITUMINOUS PAVING - 1.5-INCH 9.5MM SUPERPAVE

1.3.6 Bituminous Paving - 19mm Superpave

1.3.6.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION and Section 32 01 16.71 COLD MILLING ASPHALT PAVING. Payment for aggregate will be made for costs associated with furnishing, transporting, delivering, placement, rolling, compacting, and finishing of all materials, equipment, tools, labor, and other incidentals necessary to complete the work required to the depth specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

SECTION 01 22 00.00 08 Page 11

1.3.6.2 Measurement

Measurement for payment will be the actual area of surface constructed and accepted.

1.3.6.3 Unit of Measure

Unit of measure: Square Yard

1.3.6.4 Payment Item

0023 BITUMINOUS PAVING - 3.0-INCH 19 MM SUPERPAVE

0024 BITUMINOUS PAVING - 4.0-INCH 19 MM SUPERPAVE

1.3.7 Seeding and Mulching

1.3.7.1 Payment

This work is specified in Section 32 92 19 SEEDING. Payment will be made for costs associated with loading, hauling, and disposal of material.

Price should include all materials, labor, equipment, and supplies associated with this work.

1.3.7.2 Measurement

Measurement of seeding and mulching will be the actual areas of surface constructed.

1.3.7.3 Unit of Measure

Unit of measure: Acres

1.3.7.4 Payment Item

0026 SEEDING AND MULCHING

1.3.8 Remove Existing and Install Guiderail

1.3.8.1 Payment

This work is specified in Section 02 42 00 DISPOSAL and Section 34 71 13.16 VEHICLE CRASH BARRIERS. Payment will be made for costs associated with excavation and removal of existing material, removal and disposal of existing guiderail; including but not limited to hauling the material to a licensed landfill facility and payment of all associated dump fees.

Payment will also include furnishing and installing new guiderail in accordance with the contract documents. Price shall include all materials, labor, equipment, and supplies associated with the contract drawing.

1.3.8.2 Measurement

The Contracting Officer or their designated representative shall approve all methods and procedures for quantity surveys. Quantities shall be calculated in linear feet.

1.3.8.3 Unit of Measure

Unit of measure: Linear Feet

SECTION 01 22 00.00 08 Page 12

1.3.8.4 Payment Items

0025 REMOVE EXISTING AND INSTALL GUIDERAIL

7002 REMOVE EXISTING AND INSTALL GUIDERAIL (STA 0+00 TO 2+50)

1.3.9 Furnish and Install PennDOT 2A Aggregate

1.3.9.1 Payment

This work is specified in Section 32 11 23 AGGREGATE BASE COURSE. Payment will be made for costs associated with furnishing, transporting and placing stone as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; furnishing and stone; and all other incidental costs, and supplies associated with this work.

1.3.9.2 Measurement

Measurement for payment will be made for the actual volume of Penndot 2A Aggregate stone placed within the limits, lines and grades shown on the contract drawings. The volume of material installed shall be determined by the average-end-area method based on cross sections taken by field survey prior to and after completion of stone installation or other method approved by the Contracting Officer or their Designated Representative.

The cross section surveys shall be performed by the contractor at a maximum 50-foot interval over the length of disturbance prior to and after stone riprap installation to determine the actual amount of material placed. Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer or their Designated Representative within 48 hours following completion of the field cross sections.

1.3.9.3 Unit of Measure

Unit of measure: Cubic Yard

1.3.9.4 Payment Item

4002 PARKING LOT NO. 2 - FURNISH AND INSTALL PENNDOT 2A AGGREGATE

4003 PARKING LOT NO. 3 - FURNISH AND INSTALL PENNDOT 2A AGGREGATE

4004 PARKING LOT NO. 4 - FURNISH AND INSTALL PENNDOT 2A AGGREGATE

1.3.10 Geotextile

1.3.10.1 Payment

This work is specified in Section 31 05 19 GEOTEXTILE. Payment will be made for costs associated with placement of geotextile fabric. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.10.2 Measurement

Measurement of geotextile will be the actual areas of surface constructed and accepted.

1.3.10.3 Unit of Measure

Unit of measure: Square Yard

SECTION 01 22 00.00 08 Page 13

1.3.10.4 Payment Item

0030 GEOTEXTILE

1.3.11 Furnish and Install Aggregate

1.3.11.1 Payment

This work is specified in Section 32 11 23 AGGREGATE BASE COURSE. Payment will be made for costs associated with furnishing, transporting and placing stone as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; furnishing and stone; and all other incidental costs, and supplies associated with this work.

1.3.11.2 Measurement

Measurement for payment will be made for the actual volume of AASHTO NO. 1 and Penndot 2A Aggregate stone placed within the limits, lines and grades shown on the contract drawings. The volume of material installed shall be determined by the average-end-area method based on cross sections taken by field survey prior to and after completion of stone installation or other method approved by the Contracting Officer or their Designated Representative. The cross section surveys shall be performed by the contractor at a maximum 50-foot interval over the length of disturbance prior to and after stone riprap installation to determine the actual amount of material placed. Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer or their Designated Representative within 48 hours following completion of the field cross sections.

1.3.11.3 Unit of Measure

Unit of measure: Cubic Yard

1.3.11.4 Payment Item

0027 FURNISH AND INSTALL PENNDOT 2A AGGREGATE

0028 FURNISH AND INSTALL AASHTO NO.1 AGGREGATE

1.3.12 CMP Procurement and Installation

1.3.12.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for CMP will be made for costs associated with furnishing; transporting;

delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.12.2 Measurement

Measurement of CMP will be the actual lineal footage of CMP complete in place and accepted.

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1.3.12.3 Unit of Measure

Unit of measure: Linear Feet

1.3.12.4 Payment Item

0010 18-INCH CMP PROCUREMENT AND INSTALLATION

1.3.13 HDPE Procurement and Installation

1.3.13.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for HDPE will be made for costs associated with furnishing; transporting;

delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.13.2 Measurement

Measurement of HDPE pipe will be the actual lineal footage of HDPE pipe complete in place and accepted.

1.3.13.3 Unit of Measure

Unit of measure: Linear Feet

1.3.13.4 Payment Item

0011 15-INCH HDPE PROCUREMENT AND INSTALLATION

0012 18-INCH HDPE PROCUREMENT AND INSTALLATION

1.3.14 RCP Procurement and Installation

1.3.14.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for RCP will be made for costs associated with furnishing; transporting;

delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.14.2 Measurement

Measurement of RCP will be the actual lineal footage of RCP complete in place and accepted.

1.3.14.3 Unit of Measure

Unit of measure: Linear Feet

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1.3.14.4 Payment Item

0013 18-INCH RCP PROCUREMENT AND INSTALLATION

0014 24-INCH RCP PROCUREMENT AND INSTALLATION

1.3.15 Catch Basin Installation

1.3.15.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for catch basin installation will be made for costs associated with furnishing; transporting; delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.15.2 Measurement

Measurement of Catch Basin Installation will be for the actual number of Catch Basins complete in place and accepted.

1.3.15.3 Unit of Measure

Unit of measure: Each

1.3.15.4 Payment Item

0016 CATCH BASIN INSTALLATION

1.3.16 Manhole Installation

1.3.16.1 Payment

This work is specified in Section 02 42 00 DIPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for manhole installation will be made for costs associated with furnishing; transporting; delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.16.2 Measurement

Measurement of Manhole Installation will be for the actual number of Manholes complete in place and accepted.

1.3.16.3 Unit of Measure

Unit of measure: Each

1.3.16.4 Payment Item

0017 MANHOLE INSTALLATION

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1.3.17 Clean and Flush Existing Catch Basins

1.3.17.1 Payment

Payment will be made for these costs of a vacuum truck to complete all of the cleaning, flushing, and removal of sediment

1.3.17.2 Measurement

Measurement for the clean and flush will be the actual amount of catch basins required for cleaning.

1.3.17.3 Unit of Measure

Unit of measure: Each

1.3.17.4 Payment Item

0018 CLEAN AND FLUSH EXISTING CATCH BASINS

1.3.18 Replace Existing Catch Basin Grates

1.3.18.1 Payment

This work is specified in Section33 40 00 STORM DRAINAGE UTILITIES.

Payment for existing catch basin grate replacement will be made for costs associated with furnishing, transporting, delivering, installation, equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.18.2 Measurement

Measurement for catch basin grate replacement will be the actual number of catch basin grates replaced and accepted.

1.3.18.3 Unit of Measure

Unit of measure: Each

1.3.18.4 Payment Item

0020 REPLACE EXISTING CATCH BASIN GRATES

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 or designated representative as to propriety of distribution of the total cost to the various accounts. The cost of any element in the cost breakdown should be less

SECTION 01 22 00.00 08 Page 17 than $25,000 for progress tracking. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer or designated representative 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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