5. Am0002 01 22 00.pdf

Big Goose, Little Goose & Goose Creek, Section 1135, Sheridan, WY WY16

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

PART 1 THORNE-RIDER PARK (AREA 105-111)

1.1 CLIN 0001 - Demolition

1.1.1 Work Included

1.1.2 Measurement

1.1.3 Payment

1.2 CLIN 0002 - Topsoil Stripping

1.2.1 Work Included

1.2.2 Measurement

1.2.3 Payment

1.3 CLIN 0003 - Excavation

1.3.1 Work Included

1.3.2 Measurement

1.3.3 Payment

1.4 CLIN 0004 - Fill

1.4.1 Work Included

1.4.2 Measurement

1.4.3 Payment

1.5 CLIN 0005 - Topsoil Placement

1.5.1 Work Included

1.5.2 Measurement

1.5.3 Payment

1.6 CLIN 0006 - Seeding & Mulching

1.6.1 Work Included

1.6.2 Measurement

1.6.3 Payment

1.7 CLIN 0007 - Plantings

1.7.1 Work Included

1.7.2 Measurement

1.7.3 Payment

1.8 CLIN 0008 - Drainage Structure No. 2 30" x 154' Class 3 RCP

1.8.1 Work Included

1.8.2 Measurement

1.8.3 Payment

PART 2 IN-STREAM STRUCTURES

2.1 CLIN 0009 - Construct Riffles in Goose Creek Channel

2.1.1 Work Included

2.1.2 Measurement

2.1.3 Payment

2.2 CLIN 0010 - Construct Vane/J-Hook Rock Structures in Goose Creek

Channel

2.2.1 Work Included

2.2.2 Measurement

2.2.3 Payment

SECTION 01 22 00 Page 1 Am0002

2.3 CLIN 0011 - Construct Boulder Clusters in Goose Creek Channel

2.3.1 Work Included

2.3.2 Measurement

2.3.3 Payment

2.4 CLIN 0012 - Construct Revetments in Goose Creek Channel

2.4.1 Work Included

2.4.2 Measurement

2.4.3 Payment

2.5 CLIN 0013 - Construct Boulder Clusters in Big Goose Creek Channel

2.5.1 Work Included

2.5.2 Measurement

2.5.3 Payment

PART 3 ALL REMAINING WORK (BASIC)

3.1 CLIN 0014 - ALL REMAINING WORK (BASIC)

3.1.1 Work Included

3.1.2 Measurement

3.1.3 Payment

PART 4 SHELTERED ACRES PARK (AREA 101 & 112) - OPTION 1

4.1 CLIN 0015 - Demolition

4.1.1 Work Included

4.1.2 Measurement

4.1.3 Payment

4.2 CLIN 0016 - Topsoil Stripping

4.2.1 Work Included

4.2.2 Measurement

4.2.3 Payment

4.3 CLIN 0017 - Excavation

4.3.1 Work Included

4.3.2 Measurement

4.3.3 Payment

4.4 CLIN 0018 - Topsoil Placement

4.4.1 Work Included

4.4.2 Measurement

4.4.3 Payment

4.5 CLIN 0019 - Seeding & Mulching

4.5.1 Work Included

4.5.2 Measurement

4.5.3 Payment

4.6 CLIN 0020 - Plantings

4.6.1 Work Included

4.6.2 Measurement

4.6.3 Payment

4.7 CLIN 0021 - Drainage Structure No. 1 12" x 52.2' Class 3 RCP

4.7.1 Work Included

4.7.2 Measurement

4.7.3 Payment

PART 5 WASHINGTON PARK (AREA 102)- OPTION 1

5.1 CLIN 0022 - Demolition

5.1.1 Work Included

5.1.2 Measurement

5.1.3 Payment

5.2 CLIN 0023 - Topsoil Stripping

5.2.1 Work Included

SECTION 01 22 00 Page 2

5.2.2 Measurement

5.2.3 Payment

5.3 CLIN 0024 - Excavation

5.3.1 Work Included

5.3.2 Measurement

5.3.3 Payment

5.4 CLIN 0025 - Fill

5.4.1 Work Included

5.4.2 Measurement

5.4.3 Payment

5.5 CLIN 0026 - Topsoil Placement

5.5.1 Work Included

5.5.2 Measurement

5.5.3 Payment

5.6 CLIN 0027 - Seeding & Mulching

5.6.1 Work Included

5.6.2 Measurement

5.6.3 Payment

5.7 CLIN 0028 - Plantings

5.7.1 Work Included

5.7.2 Measurement

5.7.3 Payment

5.8 CLIN 0029 - Construct 10' Wide Concrete Trail

5.8.1 Work Included

5.8.2 Measurement

5.8.3 Payment

PART 8 IN-STREAM STRUCTURES - OPTION 1

6.1 CLIN 0030 - Construct Riffles in Little Goose Creek Channel

6.1.1 Work Included

6.1.2 Measurement

6.1.3 Payment

6.2 CLIN 0031 - Construct Vane/J-Hook Rock Structures in Little Goose

Creek Channel

6.2.1 Work Included

6.2.2 Measurement

6.2.3 Payment

6.3 CLIN 0032 - Construct Boulder Clusters in Little Goose Creek Channel

6.3.1 Work Included

6.3.2 Measurement

6.3.3 Payment

PART 8 CLIN 0033 - OPTION 1 ALL REMAINING WORK (EXCLUDING ITEMS 0015 THRU

0032)

7.1 Work Included

7.2 Measurement

7.3 Payment

PART 8 MILL PARK (AREA 103-104) OPTION 2

8.1 CLIN 0034 - Demolition

8.1.1 Work Included

8.1.2 Measurement

8.1.3 Payment

8.2 CLIN 0035 - Riprap

8.2.1 Work Included

8.2.2 Measurement

SECTION 01 22 00 Page 3

8.2.3 Payment

8.3 CLIN 0036 - Bedding

8.3.1 Work Included

8.3.2 Measurement

8.3.3 Payment

8.4 CLIN 0037 - Grout

8.4.1 Work Included

8.4.2 Measurement

8.4.3 Payment

8.5 CLIN 0038 - Excavation

8.5.1 Work Included

8.5.2 Measurement

8.5.3 Payment

8.6 CLIN 0039 - Sheetpile

8.6.1 Work Included

8.6.2 Measurement

8.6.3 Payment

8.7 CLIN 0040 - Weep Drains

8.7.1 Work Included

8.7.2 Measurement

8.7.3 Payment

PART 8 CLIN 0041 - OPTION 2 ALL REMAINING WORK (EXCLUDING ITEMS 0022 THRU

0039)

9.1 Work Included

9.2 Measurement

9.3 Payment

-- End of Section Table of Contents --

SECTION 01 22 00 Page 4

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

SCOPE: This section covers the methods and procedures which will be used to measure the Contractor's work and to effect payment.

GENERAL: The general outline of the principal features of each item as listed does not in any way limit the responsibility of the Contractor for making a thorough investigation of the Drawings and Specifications to determine the scope of work under the entire Contract. Payment to the Contractor of the amounts based on the quantities of work as measured in accordance with the specified methods of measurement and the prices stipulated in the accepted proposal will constitute complete compensation for all work shown on the Drawings, provided in the specifications or other Contract Documents and all costs of accepting the general risks, liabilities and obligations expressed or implied. Payment under all items shall include, but not necessarily be limited to, compensation for furnishing all supervision, labor, equipment, and materials and services (including overhead and profit), as well as performing all work required to accomplish and complete the work specified under each item and all other work required.

JOB ITEMS

Quantities: The quantities under job items will not be measured except for the purpose of determining reasonable interim payments.

Interim Payments (or Progressive Payments): Interim payments will be made in accordance with the estimated value of work done as determined by the Contracting Officer Representative (COR) or as specified in this section, and in accordance with contract clause for payments.

UNIT PRICE ITEMS

Excavation/Removal Items: Excavation and/or removal items and fill items will be measured from existing ground levels to excavation surfaces shown on the Drawings or as directed by the COR.

Existing Ground Levels: Existing ground levels shall be surveyed prior to any disturbances in accordance with the relevant provisions of these specifications.

Excavation Surfaces Not Shown: In the event excavation surfaces are not clearly shown on the Drawings, the Contractor shall obtain clarification from the COR prior to commencement of excavation and/or removal.

Payments to Contractor: For unit priced items, payments will be made to the Contractor and approved by the COR in accordance with measurements for the unit prices entered in the proposal schedule.

Interim Measurement/Payments: Interim measurements and/or payments maybe adjusted to take account of partially completed work.

BIDDING ITEMS

SECTION 01 22 00 Page 5

PART 1 THORNE-RIDER PARK (AREA 105-111)

1.1 CLIN 0001 - Demolition

1.1.1 Work Included

This work includes material, equipment and labor, including all incidental and customarily performed work necessary for demolition in Thorne-Rider Park as shown on the drawings and indicated the specifications.

1.1.2 Measurement

Job.

1.1.3 Payment

Payment for this item shall be a job bid, on a progressive basis, based on the percentage of work completed.

1.2 CLIN 0002 - Topsoil Stripping

1.2.1 Work Included

The work includes all equipment and labor including all incidental and customarily performed work necessary for removal of topsoil, and the the hauling and placing in stockpiles as specified. All areas of the proposed work to be graded shall be stripping of topsoil to a depth of 4 inches.

1.2.2 Measurement

Cubic Yard (CY). The quantity of topsoil stripping shall be measured for payment prior to the start of the excavation. Survey measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard.

1.2.3 Payment

Applicable unit price times the number of cubic yards of "TOPSOIL STRIPPING" completed.

1.3 CLIN 0003 - Excavation

1.3.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for completing the excavation and grading requirements according to the drawings and specifications. The work also includes hauling excess excavated material and placing it in the designated disposal area shown in the drawings.

1.3.2 Measurement

Cubic Yard (CY). The quantity of excavation shall be measured for payment after topsoil stripping prior to the start of the excavation, and after the excavation is completed to the lines, grades, and elevations indicated on the drawings minus the final grading topsoil thickness. Survey measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard.

SECTION 01 22 00 Page 6

1.3.3 Payment

Applicable unit price times the number of cubic yards of excavation completed.

1.4 CLIN 0004 - Fill

1.4.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for fill placement with compacted random fill/backfill according to the drawings and specifications.

1.4.2 Measurement

Cubic Yard (CY). The quantity of fill placement shall be measured for payment prior to the start of filling operations and after completion of fill placement. Survey measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard.

1.4.3 Payment

Applicable unit price times the number of cubic yards of fill placement completed.

1.5 CLIN 0005 - Topsoil Placement

1.5.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing topsoil after excavation grading and fill placement grading is completed according to the drawings and specifications.

1.5.2 Measurement

Cubic Yard (CY). The quantity of topsoil placement shall be measured for payment prior to the start of topsoil placement and after completion of topsoil placement. Survey measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard.

1.5.3 Payment

Applicable unit price times the number of cubic yards of topsoil placement completed.

1.6 CLIN 0006 - Seeding & Mulching

1.6.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for adding soil amendments, seeding and mulching/erosion blanket placement to complete the requirements according to the drawings and specifications.

SECTION 01 22 00 Page 7

1.6.2 Measurement

Square Yard (SY). Measurement for seeding and mulching shall be at the contract unit price per square yard of area seeded and mulched.

1.6.3 Payment

Applicable unit price times the number of square feet of area seeded and mulched.

1.7 CLIN 0007 - Plantings

1.7.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for completing the contract requirements for completing the planting areas according to the drawings and specifications.

1.7.2 Measurement

Square Foot (SF). Measurement for Plantings shall be at the contract unit price per square foot of area planted.

1.7.3 Payment

Applicable unit price times the number of square feet of area planted.

1.8 CLIN 0008 - Drainage Structure No. 2 30" x 154' Class 3 RCP

1.8.1 Work Included

This work includes material, equipment and labor, including all incidental and customarily performed work necessary for the completion of Drainage Structure No. 2 as shown on the drawings and in the specifications.

1.8.2 Measurement

Job (JB)

1.8.3 Payment

Payment for this item shall be a job bid, on a progressive basis, based on the percentage of work completed.

PART 2 IN-STREAM STRUCTURES

2.1 CLIN 0009 - Construct Riffles in Goose Creek Channel

2.1.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing the riffle material in the channel according to the drawings and specifications.

2.1.2 Measurement

Ton. Stone delivered at the site of the work may be weighed for payment on

SECTION 01 22 00 Page 8 public scales which have been approved by the CO and which have been certified by the State wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the CO, and the weighing service may be supplied by an independent professional organization approved by the CO. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher. If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the CO and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

2.1.3 Payment

Applicable unit price times the number of tons placed.

2.2 CLIN 0010 - Construct Vane/J-Hook Rock Structures in Goose Creek Channel

2.2.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing the Vane/J-Hook Rock Structures in the channel according to the drawings and specifications.

2.2.2 Measurement

Ton. Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the CO and which have been certified by the State wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the CO, and the weighing service may be supplied by an independent professional organization approved by the CO. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher. If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the CO and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

2.2.3 Payment

Applicable unit price times the number of tons placed.

SECTION 01 22 00 Page 9

2.3 CLIN 0011 - Construct Boulder Clusters in Goose Creek Channel

2.3.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing the Boulder Clusters in the channel according to the drawings and specifications.

2.3.2 Measurement

Ton. Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the CO and which have been certified by the State wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the CO, and the weighing service may be supplied by an independent professional organization approved by the CO. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher. If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the CO and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

2.3.3 Payment

Applicable unit price times the number of tons placed.

2.4 CLIN 0012 - Construct Revetments in Goose Creek Channel

2.4.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing the revetments in the channel according to the drawings and specifications.

2.4.2 Measurement

Ton. Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the CO and which have been certified by the State wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the CO, and the weighing service may be supplied by an independent professional organization approved by the CO. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher. If public scales or an independent professional weighing service

SECTION 01 22 00 Page 10 is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the CO and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

2.4.3 Payment

Applicable unit price times the number of tons placed.

2.5 CLIN 0013 - Construct Boulder Clusters in Big Goose Creek Channel

2.5.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing the Boulder Clusters in the channel according to the drawings and specifications.

2.5.2 Measurement

Ton. Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the CO and which have been certified by the State wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the CO, and the weighing service may be supplied by an independent professional organization approved by the CO. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher. If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the CO and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

2.5.3 Payment

Applicable unit price times the number of tons placed.

PART 3 ALL REMAINING WORK (BASIC)

3.1 CLIN 0014 - ALL REMAINING WORK (BASIC)

3.1.1 Work Included

The work of this item shall include but not be limited to all materials, equipment, labor and all other work incidental to the completion of the required work according to the plans and specifications not covered on the Bidding Schedule in bid items No. 0001 thru No. 0013. ALL REMAINING WORK shall include specified work related but not limited to: permits, establishing contractor staging and disposal areas, dewatering and care of water, clearing and grubbing of trees to be removed, construction of

SECTION 01 22 00 Page 11 drainage structure riprap apron, finish grading and seeding of disturbed areas, planning and preconstruction preparation, mobilization and demobilization, General Conditions/Home Office, haul road construction and maintenance and surveys. (Excludes Option 1 items listed below.)

3.1.2 Measurement

Job.

3.1.3 Payment

Payment for this item shall be a job bid, on a progressive basis, based on the percentage of work completed.

PART 4 SHELTERED ACRES PARK (AREA 101 & 112) - OPTION 1

4.1 CLIN 0015 - Demolition

4.1.1 Work Included

This work includes material, equipment and labor, including all incidental and customarily performed work necessary for demolition in Sheltered Acres Park as shown on the drawings and indicated the specifications.

4.1.2 Measurement

Job.

4.1.3 Payment

Payment for this item shall be a job bid, on a progressive basis, based on the percentage of work completed.

4.2 CLIN 0016 - Topsoil Stripping

4.2.1 Work Included

The work includes all equipment and labor including all incidental and customarily performed work necessary for removal of topsoil, and the the hauling and placing in stockpiles as specified. All areas of the proposed work to be graded shall be stripping of topsoil to a depth of 4 inches.

4.2.2 Measurement

Cubic Yard (CY). The quantity of topsoil stripping shall be measured for payment prior to the start of the excavation. Survey measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard.

4.2.3 Payment

Applicable unit price times the number of cubic yards of "TOPSOIL STRIPPING" completed.

4.3 CLIN 0017 - Excavation

4.3.1 Work Included

This work shall include but not be limited to all materials, equipment, SECTION 01 22 00 Page 12 labor and all other incidental work needed for completing the excavation and grading requirements according to the drawings and specifications. The work also includes hauling excess excavated material and placing it in the designated disposal area shown in the drawings.

4.3.2 Measurement

Cubic Yard (CY). The quantity of excavation shall be measured for payment after topsoil stripping prior to the start of the excavation, and after the excavation is completed to the lines, grades, and elevations indicated on the drawings minus the final grading topsoil thickness. Survey measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard.

4.3.3 Payment

Applicable unit price times the number of cubic yards of excavation completed.

4.4 CLIN 0018 - Topsoil Placement

4.4.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing topsoil after excavation grading and fill placement grading is completed according to the drawings and specifications.

4.4.2 Measurement

Cubic Yard (CY). The quantity of topsoil placement shall be measured for payment prior to the start of topsoil placement and after completion of topsoil placement. Survey measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard.

4.4.3 Payment

Applicable unit price times the number of cubic yards of topsoil placement completed.

4.5 CLIN 0019 - Seeding & Mulching

4.5.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for adding soil amendments, seeding and mulching/erosion blanket placement to complete the requirements according to the drawings and specifications.

4.5.2 Measurement

Square Yard (SY). Measurement for seeding and mulching shall be at the contract unit price per square yard of area seeded and mulched.

4.5.3 Payment

Applicable unit price times the number of square feet of area seeded and mulched.

SECTION 01 22 00 Page 13

4.6 CLIN 0020 - Plantings

4.6.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for completing the contract requirements for completing the planting areas according to the drawings and specifications.

4.6.2 Measurement

Square Foot (SF). Measurement for Plantings shall be at the contract unit price per square foot of area planted.

4.6.3 Payment

Applicable unit price times the number of square feet of area planted.

4.7 CLIN 0021 - Drainage Structure No. 1 12" x 52.2' Class 3 RCP

4.7.1 Work Included

This work includes material, equipment and labor, including all incidental and customarily performed work necessary for the completion of Drainage Structure No. 1 as shown on the drawings and in the specifications.

4.7.2 Measurement

Job (JB)

4.7.3 Payment

Payment for this item shall be a job bid, on a progressive basis, based on the percentage of work completed.

PART 5 WASHINGTON PARK (AREA 102)- OPTION 1

5.1 CLIN 0022 - Demolition

5.1.1 Work Included

This work includes material, equipment and labor, including all incidental and customarily performed work necessary for demolition in Washington Park as shown on the drawings and indicated the specifications.

5.1.2 Measurement

Job.

5.1.3 Payment

Payment for this item shall be a job bid, on a progressive basis, based on the percentage of work completed.

SECTION 01 22 00 Page 14

5.2 CLIN 0023 - Topsoil Stripping

5.2.1 Work Included

The work includes all equipment and labor including all incidental and customarily performed work necessary for removal of topsoil, and the the hauling and placing in stockpiles as specified. All areas of the proposed work to be graded shall be stripping of topsoil to a depth of 4 inches.

5.2.2 Measurement

Cubic Yard (CY). The quantity of topsoil stripping shall be measured for payment prior to the start of the excavation. Survey measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard.

5.2.3 Payment

Applicable unit price times the number of cubic yards of "TOPSOIL STRIPPING" completed.

5.3 CLIN 0024 - Excavation

5.3.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for completing the excavation and grading requirements according to the drawings and specifications. The work also includes hauling excess excavated material and placing it in the designated disposal area shown in the drawings.

5.3.2 Measurement

Cubic Yard (CY). The quantity of excavation shall be measured for payment after topsoil stripping prior to the start of the excavation, and after the excavation is completed to the lines, grades, and elevations indicated on the drawings minus the final grading topsoil thickness. Survey measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard.

5.3.3 Payment

Applicable unit price times the number of cubic yards of excavation completed.

5.4 CLIN 0025 - Fill

5.4.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for fill placement with compacted random fill/backfill according to the drawings and specifications.

5.4.2 Measurement

Cubic Yard (CY). The quantity of fill placement shall be measured for payment prior to the start of filling operations and after completion of fill placement. Survey measurements will be made to the nearest one-tenth

SECTION 01 22 00 Page 15 foot and volume determined to the nearest whole cubic yard.

5.4.3 Payment

Applicable unit price times the number of cubic yards of fill placement completed.

5.5 CLIN 0026 - Topsoil Placement

5.5.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing topsoil after excavation grading and fill placement grading is completed according to the drawings and specifications.

5.5.2 Measurement

Cubic Yard (CY). The quantity of topsoil placement shall be measured for payment prior to the start of topsoil placement and after completion of topsoil placement. Survey measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard.

5.5.3 Payment

Applicable unit price times the number of cubic yards of topsoil placement completed.

5.6 CLIN 0027 - Seeding & Mulching

5.6.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for adding soil amendments, seeding and mulching/erosion blanket placement to complete the requirements according to the drawings and specifications.

5.6.2 Measurement

Square Yard (SY). Measurement for seeding and mulching shall be at the contract unit price per square yard of area seeded and mulched.

5.6.3 Payment

Applicable unit price times the number of square feet of area seeded and mulched.

5.7 CLIN 0028 - Plantings

5.7.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for completing the contract requirements for completing the planting areas according to the drawings and specifications.

5.7.2 Measurement

Square Foot (SF). Measurement for Plantings shall be at the contract unit

SECTION 01 22 00 Page 16 price per square foot of area planted.

5.7.3 Payment

Applicable unit price times the number of square feet of area planted.

5.8 CLIN 0029 - Construct 10' Wide Concrete Trail

5.8.1 Work Included

This work includes material, equipment and labor, including all incidental and customarily performed work necessary for the completion of 10' wide concrete trail as shown on the drawings and in the specifications.

5.8.2 Measurement

Linear Feet (LF). Measurement for the construction of 10' wide concrete trail shall be at the contract unit price per linear foot of concrete trail completed.

5.8.3 Payment

Applicable unit price times the number of linear feet of concrete trail completed.

PART 8 IN-STREAM STRUCTURES - OPTION 1

6.1 CLIN 0030 - Construct Riffles in Little Goose Creek Channel

6.1.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing the riffle material in the channel according to the drawings and specifications.

6.1.2 Measurement

Ton. Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the CO and which have been certified by the State wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the CO, and the weighing service may be supplied by an independent professional organization approved by the CO. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher. If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the CO and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

SECTION 01 22 00 Page 17

6.1.3 Payment

Applicable unit price times the number of tons placed.

6.2 CLIN 0031 - Construct Vane/J-Hook Rock Structures in Little Goose Creek Channel

6.2.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing the Vane/J-Hook Rock Structures in the channel according to the drawings and specifications.

6.2.2 Measurement

Ton. Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the CO and which have been certified by the State wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the CO, and the weighing service may be supplied by an independent professional organization approved by the CO. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher. If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the CO and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

6.2.3 Payment

Applicable unit price times the number of tons placed.

6.3 CLIN 0032 - Construct Boulder Clusters in Little Goose Creek Channel

6.3.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing the Boulder Clusters in the channel according to the drawings and specifications.

6.3.2 Measurement

Ton. Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the CO and which have been certified by the State wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the CO, and the weighing service may be supplied by an independent professional organization approved by the CO. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing

SECTION 01 22 00 Page 18 scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher. If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the CO and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

6.3.3 Payment

Applicable unit price times the number of tons placed.

PART 8 CLIN 0033 - OPTION 1 ALL REMAINING WORK (EXCLUDING ITEMS 0015 THRU

0032)

7.1 Work Included

The work of this item shall include but not be limited to all materials, equipment, labor and all other work incidental to the completion of the required work according to the plans and specifications not covered on the Bidding Schedule in bid items No. 0015 thru No. 0032. ALL REMAINING WORK shall include specified work related but not limited to: permits, establishing contractor staging and disposal areas, dewatering and care of water, clearing and grubbing of trees to be removed, construction of drainage structure riprap apron, finish grading and seeding of disturbed areas, planning and preconstruction preparation, mobilization and demobilization, General Conditions/Home Office, haul road construction and maintenance and surveys.

7.2 Measurement

Job.

7.3 Payment

Payment for "All Remaining Work" shall be made on a progressive basis, based on the amount of work completed at the job price.

PART 8 MILL PARK (AREA 103-104) OPTION 2

8.1 CLIN 0034 - Demolition

8.1.1 Work Included

This work includes material, equipment and labor, including all incidental and customarily performed work necessary for demolition in Mill Park as shown on the drawings and indicated the specifications.

8.1.2 Measurement

Job.

8.1.3 Payment

Payment for this item shall be a job bid, on a progressive basis, based on the percentage of work completed.

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8.2 CLIN 0035 - Riprap

8.2.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing the riprap material in the channel according to the drawings and specifications.

8.2.2 Measurement

Ton. Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the CO and which have been certified by the State wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the CO, and the weighing service may be supplied by an independent professional organization approved by the CO. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher. If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the CO and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

8.2.3 Payment

Applicable unit price times the number of tons placed.

8.3 CLIN 0036 - Bedding

8.3.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing the bedding material in the channel according to the drawings and specifications.

8.3.2 Measurement

Ton. Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the CO and which have been certified by the State wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the CO, and the weighing service may be supplied by an independent professional organization approved by the CO. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher. If public scales or an independent professional weighing service

SECTION 01 22 00 Page 20 is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the CO and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

8.3.3 Payment

Applicable unit price times the number of tons placed.

8.4 CLIN 0037 - Grout

8.4.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for placing grout in the channel according to the drawings and specifications.

8.4.2 Measurement

Cubic Yard.

8.4.3 Payment

Applicable unit price times the number of cubic yards placed.

8.5 CLIN 0038 - Excavation

8.5.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for completing the excavation and grading requirements according to the drawings and specifications to facilitate installation of the drop structures. The work also includes hauling excess excavated material and placing it in the designated disposal area shown in the drawings.

8.5.2 Measurement

Cubic Yard (CY).

8.5.3 Payment

Applicable unit price times the number of cubic yards of excavation completed.

8.6 CLIN 0039 - Sheetpile

8.6.1 Work Included

The work of this item shall include but not be limited to furnishing all materials, equipment (including instrumentation) and labor necessary for installation of the piles as indicated in the specifications and shown on the drawings.

8.6.2 Measurement

Linear Foot. Piles will be measured for payment for driving on the basis

SECTION 01 22 00 Page 21 of lengths, to the nearest tenth of a linear foot along the axis of each pile acceptably in place below the cutoff elevation shown.

8.6.3 Payment

Payment will be made for costs associated with driving job piles, which includes costs of handling ,and driving piles, measuring pile heave, redriving heaved piles, cutting off piles at the cutoff elevation and removing cutoffs from the work site, compiling and submitting pile driving records, backfilling voids around piles, and any other items incidental to driving piles to the required elevation. No payment will be made for misplaced piles or piles exceeding the maximum limits for rotation, lateral deviation, and variation in alignment. No payment will be made for piles impaired during driving to the extent that they are determined by the CO to be unsuitable for the work.

8.7 CLIN 0040 - Weep Drains

8.7.1 Work Included

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for installing weep drains according to the drawings and specifications.

8.7.2 Measurement

Each.

8.7.3 Payment

Applicable unit price times the number of weep drains installed.

PART 8 CLIN 0041 - OPTION 2 ALL REMAINING WORK (EXCLUDING ITEMS 0022 THRU

0039)

9.1 Work Included

The work of this item shall include but not be limited to all materials, equipment, labor and all other work incidental to the completion of the required work according to the plans and specifications not covered on the Bidding Schedule in bid items No. 0034 thru No. 0040. ALL REMAINING WORK shall include specified work related but not limited to: permits, establishing contractor staging and disposal areas, dewatering and care of water, clearing and grubbing of trees to be removed, construction of drainage structure riprap apron, finish grading and seeding of disturbed areas, planning and preconstruction preparation, mobilization and demobilization, General Conditions/Home Office, haul road construction and maintenance and surveys.

9.2 Measurement

Job.

9.3 Payment

Payment for "All Remaining Work" shall be made on a progressive basis, based on the amount of work completed at the job price.

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