Amendment 0001 Revised Specification Section 01 22 00.00 08.pdf

Kinzua Boat Ramp and ADA Parking

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 Remove and Replace Concrete Surface at Existing Boat Ramp

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.5.3 Payment Item (s)

1.2.6 Removal and Installation of Asphalt Sidewalk

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.6.3 Payment Item (s)

1.2.7 ADA Parking Area and Trail Construction

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.7.3 Payment Item (s)

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 R-4 Riprap for Rock Apron

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.1.4 Payment Item (s)

1.3.2 Furnish and Install Synthetic Erosion Control Mat

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 Bituminous Paving - 9.5mm Superpave

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.3.4 Payment Item

1.3.4 Bituminous Paving - 19mm Superpave

SECTION 01 22 00.00 08 Page 1 Certified Final Document - RTA W911WN21B8006 - Amendment 1

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 Seeding and Mulching

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 Furnish and Install PennDOT 2A Aggregate

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 Geotextile

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 HDPE Procurement and Installation

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.8.4 Payment Item

1.3.9 Catch Basin Installation

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 Manhole Installation

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 Earthwork - Cut

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

1.3.11.4 Payment Item (s)

1.3.12 Earthwork - Fill Placement

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

1.3.12.4 Payment Item (s)

1.3.13 Over excavation of Unsuitable Material

1.3.13.1 Payment

1.3.13.2 Measurement

1.3.13.3 Unit of Measure

1.3.13.4 Payment Item (s)

1.3.14 Off-site Disposal of Excavated Materials

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

1.3.14.4 Payment Item (s)

1.3.15 Install Guiderail

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.15.4 Payment Items

SECTION 01 22 00.00 08 Page 2

1.3.16 Mill and Remove Bituminous Pavement

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 Traffic Signage

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 Tree Planting

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

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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

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 PROCEDURES.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 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.

SECTION 01 22 00.00 08 Page 4

1.2.2.3 Payment Item (s)

0002 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, erosion control blanket, concrete washout area, 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)

0003 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.

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)

0004 CLEARING AND GRUBBING

1.2.5 Remove and Replace Concrete Surface at Existing Boat Ramp

1.2.5.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 05 19 GEOTEXTILE, Section 32 11 23 AGGREGATE BASE COURSE, and Section

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES. Payment will be made for costs associated for removal and reinstallation of concrete paving including all labor, equipment, materials and supplies; removal and disposal of existing materials;

SECTION 01 22 00.00 08 Page 5 furnishing and installation of geotextile; furnishing and installation of stone aggregate; furnishing and installation of portland cement concrete pavement; and all other incidental costs, and supplies associated with this work.

1.2.5.2 Unit of Measure

Unit of measure: Job.

1.2.5.3 Payment Item (s)

0023 REMOVE AND REPLACE CONCRETE SURFACE AT EXISTING BOAT RAMP

1.2.6 Removal and Installation of Asphalt Sidewalk

1.2.6.1 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 32 12 16.00 BITUMINOUS PAVEMENT CONSTRUCTION. Payment will be made for costs associated with demolition of existing sidewalk that crosses the proposed access road and installation of new sidewalk close to stations 4+00 to 5+00 of the proposed egress road. Payment will constitute full compensation all labor, equipment, materials and supplies; excavation; removal and disposal of excess and unsuitable excavated materials; furnishing and installation of geotextile; furnishing and installation of stone aggregate; furnishing and installation of bituminous pavement; and all other incidental costs, and supplies associated with this work.

1.2.6.2 Unit of Measure

Unit of measure: Job.

1.2.6.3 Payment Item (s)

0024 REMOVAL AND INSTALLATION OF ASPHALT SIDEWALK

1.2.7 ADA Parking Area and Trail Construction

1.2.7.1 Payment

This work is specified in Section 01 57 23.00 08 STORMWATER POLLUTION MEASURES, Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK, Section 31 05 19 GEOTEXTILE, Section 32 11 23 AGGREGATE BASE COURSE, Section 32 12 16.00 BITUMINOUS PAVEMENT CONSTRUCTION, Section

33 40 00 STORM DRAINAGE UTILITIES, 05 50 14 STRUCTURAL METAL FABRICATIONS,

and Section 32 17 23 PAVEMENT MARKINGS. Payment will be made for costs associated with Awardable Option 1 for all labor, equipment, materials and supplies; excavation; removal and disposal of excess and unsuitable excavated materials; furnishing and installation of geotextile; furnishing and installation of stone aggregate; furnishing and installation of bituminous pavement; furnishing and installation of metal handrails;

furnishing and installation of pavement markings; furnishing an installation of erosion and sediment controls; and all other incidental costs, and supplies associated with this work.

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)

1002 ADA PARKING AREA AND TRAIL CONSTRUCTION

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 R-4 Riprap for Rock Apron

1.3.1.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK 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, furnishing, transporting and placing stone riprap as specified and as shown in the contract drawings.

Payment will also be made for costs associated with furnishing and installing one concrete endwall. 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.

1.3.1.2 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. 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.

1.3.1.3 Unit of Measure

Unit of measure: Cubic Yard .

1.3.1.4 Payment Item (s)

0016 R-4 RIPRAP FOR ROCK APRON

1.3.2 Furnish and Install Synthetic Erosion Control Mat

1.3.2.1 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, and maintaining synthetic erosion control mat; temporary and permanent seeding, fertilizer, lime, and mulch for the vegetated channel. Price shall include all materials, labor, equipment, and supplies associated with this work.

SECTION 01 22 00.00 08 Page 7

1.3.2.2 Measurement

Measurement of synthetic erosion control material will be the area of installed synthetic erosion control mat.

1.3.2.3 Unit of Measure

Unit of measure: Square Yard

1.3.2.4 Payment Item (s)

0005 FURNISH AND INSTALL SYNTHETIC EROSION CONTROL MAT

1.3.3 Bituminous Paving - 9.5mm Superpave

1.3.3.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION. 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.

1.3.3.2 Measurement

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

1.3.3.3 Unit of Measure

Unit of measure: Square Yard

1.3.3.4 Payment Item

0013 BITUMINOUS PAVING - 1.5-INCH 9.5MM SUPERPAVE

1.3.4 Bituminous Paving - 19mm Superpave

1.3.4.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION. 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.

1.3.4.2 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

SECTION 01 22 00.00 08 Page 8

1.3.4.4 Payment Item

0012 BITUMINOUS PAVING - 3.5-INCH 19 MM SUPERPAVE

1.3.5 Seeding and Mulching

1.3.5.1 Payment

This work is specified in Section 32 92 19 SEEDING. Payment will be made for costs associated with permanent seeding, fertilizer, lime, mulch, dust control. Price should include all materials, labor, equipment, and supplies associated with this work.

1.3.5.2 Measurement

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

1.3.5.3 Unit of Measure

Unit of measure: Acres

1.3.5.4 Payment Item

0008 SEEDING AND MULCHING

1.3.6 Furnish and Install PennDOT 2A Aggregate

1.3.6.1 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.

1.3.6.2 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.

1.3.6.3 Unit of Measure

Unit of measure: Cubic Yard

SECTION 01 22 00.00 08 Page 9

1.3.6.4 Payment Item

0011 FURNISH AND INSTALL PENNDOT 2A AGGREGATE

1.3.7 Geotextile

1.3.7.1 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.

1.3.7.2 Measurement

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

1.3.7.3 Unit of Measure

Unit of measure: Square Yard

1.3.7.4 Payment Item

0015 GEOTEXTILE

1.3.8 HDPE Procurement and Installation

1.3.8.1 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.

1.3.8.2 Measurement

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

1.3.8.3 Unit of Measure

Unit of measure: Linear Feet

1.3.8.4 Payment Item

0006 15-INCH HDPE PROCUREMENT AND INSTALLATION

1.3.9 Catch Basin Installation

1.3.9.1 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

SECTION 01 22 00.00 08 Page 10 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.

1.3.9.2 Measurement

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

1.3.9.3 Unit of Measure

Unit of measure: Each

1.3.9.4 Payment Item

0007 CATCH BASIN INSTALLATION

1.3.10 Manhole Installation

1.3.10.1 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 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.

1.3.10.2 Measurement

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

1.3.10.3 Unit of Measure

Unit of measure: Each

1.3.10.4 Payment Item

0022 MANHOLE INSTALLATION

1.3.11 Earthwork - Cut

1.3.11.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK and Section 03 30 53 MISCELLANEOUS CAST-IN-PLACE.

Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, installation of toe key bench, furnishing, and transporting as specified and as shown in the contract drawings. Payment will also be made for costs associated with protection and concrete encasement of existing utility line as shown in

SECTION 01 22 00.00 08 Page 11 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.

1.3.11.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.11.3 Unit of Measure

Unit of measure: Cubic Yard .

1.3.11.4 Payment Item (s)

0017 EARTHWORK - CUT

1.3.12 Earthwork - Fill Placement

1.3.12.1 Payment

This work is specified in Section 31 00 00 EARTHWORK. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, furnishing, and transporting 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.

1.3.12.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.12.3 Unit of Measure

Unit of measure: Cubic Yard .

1.3.12.4 Payment Item (s)

0018 EARTHWORK - FILL PLACEMENT

1.3.13 Over excavation of Unsuitable Material

1.3.13.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK and Section 32 11 23 AGGREGATE BASE COURSE. Payment will be made for costs associated with excavation, removal and disposal of unsuitable excavated materials, furnishing, and transporting as specified and as directed by the Contracting Officer or their designated representative during egress road construction. Payment will constitute full compensation for all labor, equipment, materials and supplies; and all other incidental costs, and supplies associated with this work.

SECTION 01 22 00.00 08 Page 12

1.3.13.2 Measurement

The total quantity of excavated material for which payment will be made will be variable and will be based on existing condition of the subgrade, and may or may not be used as contract work as directed by the Contracting Officer or their designated representative. No allowance will be made for the removal of any material outside item authorized by the Contracting officer or their designated representative.

1.3.13.3 Unit of Measure

Unit of measure: Cubic Yard .

1.3.13.4 Payment Item (s)

0019 OVER EXCAVATION OF UNSUITABLE MATERIAL AND REPLACEMENT WITH

PENNDOT 2A AGGREGATE

1.3.14 Off-site Disposal of Excavated Materials

1.3.14.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials 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.

1.3.14.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.14.3 Unit of Measure

Unit of measure: Cubic Yard .

1.3.14.4 Payment Item (s)

0020 OFF-SITE DISPOSAL OF EXCAVATED MATERIALS

1.3.15 Install Guiderail

1.3.15.1 Payment

This work is specified in Section 34 71 13.16 VEHICLE CRASH BARRIERS.

Payment will 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.

1.3.15.2 Measurement

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

SECTION 01 22 00.00 08 Page 13 calculated in linear feet.

1.3.15.3 Unit of Measure

Unit of measure: Linear Feet

1.3.15.4 Payment Items

0009 INSTALL GUIDERAIL

1.3.16 Mill and Remove Bituminous Pavement

1.3.16.1 Payment

This work is specified in Section 32 01 16.71 COLD MILLING ASPHALT PAVING and Section 02 42 00 DISPOSAL OF MATERIALS. Payment will be made for costs associated with milling 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.

1.3.16.2 Measurement

Measurement for payment will be the actual area of surface milled and removed.

1.3.16.3 Unit of Measure

Unit of measure: Cubic Yard

1.3.16.4 Payment Item

0010 MILL AND REMOVE BITUMINOUS PAVEMENT

1.3.17 Traffic Signage

1.3.17.1 Payment

This work is specified in Section 10 14 53 TRAFFIC SIGNAGE. Payment will be made for costs associated with furnishing and installing traffic signage 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.

1.3.17.2 Measurement

Measurement for payment will be the actual number of traffic signs installed.

1.3.17.3 Unit of Measure

Unit of measure: Each

1.3.17.4 Payment Item

0021 TRAFFIC SIGNAGE

SECTION 01 22 00.00 08 Page 14

1.3.18 Tree Planting

1.3.18.1 Payment

This work is specified in Section 32 93 00 EXTERIOR PLANTS. Payment will be made for costs associated with furnishing and planting trees as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies;

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

1.3.18.2 Measurement

Measurement for payment will be the actual number of trees installed.

1.3.18.3 Unit of Measure

Unit of measure: Each

1.3.18.4 Payment Item

0014 TREE PLANTING

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 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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