01_22_00.pdf

American River Watershed Common Features Project, Reach D Windows 2067

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Traffic Controls

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Clearing and Grubbing

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Borrow Site Development & Restoration

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 SWPPP

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Cultural Monitoring

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 Demolition of Pump Station 4 Steel Wall and Roof Members

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.8 Demolition of Pump Station 4 Metal Floor Grating

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.9 Demolition of Pump Station 4 Steel Floor Beams

1.1.9.1 Payment

1.1.9.2 Unit of Measure

1.1.10 Remove and Salvage Existing Trashrake and Trashrack

1.1.10.1 Payment

1.1.10.2 Unit of Measure

1.1.11 Trashrake and Trashrake

1.1.11.1 Payment

1.1.11.2 Unit of Measure

1.1.12 Plant 4 Dewatering

1.1.12.1 Payment

1.1.12.2 Unit of Measure

1.1.13 Cathodic Protection

1.1.13.1 Payment

1.1.13.2 Unit of Measure

1.1.14 Transformer (2400V)

1.1.14.1 Payment

1.1.14.2 Unit of Measure

1.1.15 RD1000 Electrical

SECTION 01 22 00 Page 1

27 Feb 2018

1.1.15.1 Payment

1.1.15.2 Unit of Measure

1.1.16 Silt Fencing

1.1.16.1 Payment

1.1.16.2 Unit of Measure

1.1.17 Erosion Control Seeding

1.1.17.1 Payment

1.1.17.2 Unit of Measure

1.1.18 Electrical Building Miscellaneous Build Out Items

1.1.18.1 Payment

1.1.18.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Topsoil Stripping

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Earthwork - Excavation

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 Earthwork - Fill

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Earthwork - Fill Raise

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 Aggregate Surface Course

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Demolition of 18" Pipe

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 Demolition of 24" Pipe

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 Abandon 24" Pipe (Pressure Grout)

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 Expose and Test 12" Pipe

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.10 Expose and Test 24" Pipe

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 Expose and Test 28" Pipe

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

1.2.12 Expose and Test 30" Pipe

1.2.12.1 Payment

1.2.12.2 Measurement

SECTION 01 22 00 Page 2

1.2.12.3 Unit of Measure

1.2.13 Expose and Test 36" Pipe

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 Expose and Test 42" Pipe

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 Expose and Test 48" Pipe

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

1.2.16 Remove and Dispose 12" Pipe

1.2.16.1 Payment

1.2.16.2 Measurement

1.2.16.3 Unit of Measure

1.2.17 Remove and Dispose 24" Pipe

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.17.3 Unit of Measure

1.2.18 Remove and Dispose 28" Pipe

1.2.18.1 Payment

1.2.18.2 Measurement

1.2.18.3 Unit of Measure

1.2.19 Remove and Dispose 30" Pipe

1.2.19.1 Payment

1.2.19.2 Measurement

1.2.19.3 Unit of Measure

1.2.20 Remove and Dispose 36" Pipe

1.2.20.1 Payment

1.2.20.2 Measurement

1.2.20.3 Unit of Measure

1.2.21 Remove and Dispose 42" Pipe

1.2.21.1 Payment

1.2.21.2 Measurement

1.2.21.3 Unit of Measure

1.2.22 Remove and Dispose 48" Pipe

1.2.22.1 Payment

1.2.22.2 Measurement

1.2.22.3 Unit of Measure

1.2.23 Demolition of Reinforced Concrete Boxes & Walls

1.2.23.1 Payment

1.2.23.2 Measurement

1.2.23.3 Unit of Measure

1.2.24 Demolition of Concrete Liner

1.2.24.1 Payment

1.2.24.2 Measurement

1.2.24.3 Unit of Measure

1.2.25 Demolition of Grouted Rock Riprap

1.2.25.1 Payment

1.2.25.2 Measurement

1.2.25.3 Unit of Measure

1.2.26 Demolition of Concrete Inlets

1.2.26.1 Payment

1.2.26.2 Measurement

1.2.26.3 Unit of Measure

1.2.27 Stone Protection

1.2.27.1 Payment

SECTION 01 22 00 Page 3

1.2.27.2 Measurement

1.2.27.3 Unit of Measure

1.2.28 Caltrans Stone Protection #1

1.2.28.1 Payment

1.2.28.2 Measurement

1.2.28.3 Unit of Measure

1.2.29 Caltrans Stone Protection "Light Class"

1.2.29.1 Payment

1.2.29.2 Measurement

1.2.29.3 Unit of Measure

1.2.30 Caltrans Stone Protection No. 8 Fabric

1.2.30.1 Payment

1.2.30.2 Measurement

1.2.30.3 Unit of Measure

1.2.31 Caltrans Stone Protection "Light Class"

1.2.31.1 Payment

1.2.31.2 Measurement

1.2.31.3 Unit of Measure

1.2.32 Soil-filled Stone Protection

1.2.32.1 Payment

1.2.32.2 Measurement

1.2.32.3 Unit of Measure

1.2.33 Turbidity Curtain

1.2.33.1 Payment

1.2.33.2 Measurement

1.2.33.3 Unit of Measure

1.2.34 Abandon Monitoring/Stilling Well

1.2.34.1 Payment

1.2.34.2 Measurement

1.2.34.3 Unit of Measure

1.2.35 Adjust Monitoring/Stilling Well

1.2.35.1 Payment

1.2.35.2 Measurement

1.2.35.3 Unit of Measure

1.2.36 Install Monitoring/Stilling Well

1.2.36.1 Payment

1.2.36.2 Measurement

1.2.36.3 Unit of Measure

1.2.37 24" Pipe

1.2.37.1 Payment

1.2.37.2 Measurement

1.2.37.3 Unit of Measure

1.2.38 24" Watertight Horizontal Bends/Couplings

1.2.38.1 Payment

1.2.38.2 Measurement

1.2.38.3 Unit of Measure

1.2.39 24" Flared End Section

1.2.39.1 Payment

1.2.39.2 Measurement

1.2.39.3 Unit of Measure

1.2.40 42" Pipe

1.2.40.1 Payment

1.2.40.2 Measurement

1.2.40.3 Unit of Measure

1.2.41 48" Pipe

1.2.41.1 Payment

1.2.41.2 Measurement

1.2.41.3 Unit of Measure

1.2.42 5' x 3' Box Culvert

SECTION 01 22 00 Page 4

1.2.42.1 Payment

1.2.42.2 Measurement

1.2.42.3 Unit of Measure

1.2.43 Relocate Flow Meters

1.2.43.1 Payment

1.2.43.2 Measurement

1.2.43.3 Unit of Measure

1.2.44 2" Underground Conduit

1.2.44.1 Payment

1.2.44.2 Measurement

1.2.44.3 Unit of Measure

1.2.45 Underground Cable

1.2.45.1 Payment

1.2.45.2 Measurement

1.2.45.3 Unit of Measure

1.2.46 Field Irrigation Turnout Structures

1.2.46.1 Payment

1.2.46.2 Measurement

1.2.46.3 Unit of Measure

1.2.47 Precast Riser Flashboard Structures

1.2.47.1 Payment

1.2.47.2 Measurement

1.2.47.3 Unit of Measure

1.2.48 Turnout Inlet with Canal Gate

1.2.48.1 Payment

1.2.48.2 Measurement

1.2.48.3 Unit of Measure

1.2.49 Steel Frame Wood-Planed Walkway

1.2.49.1 Payment

1.2.49.2 Measurement

1.2.49.3 Unit of Measure

1.2.50 6' X 6' Box Culvert

1.2.50.1 Payment

1.2.50.2 Measurement

1.2.50.3 Unit of Measure

1.2.51 8' X 8' Box Culvert

1.2.51.1 Payment

1.2.51.2 Measurement

1.2.51.3 Unit of Measure

1.2.52 Concrete (Culvert Head Walls, Cutoff Walls, End Walls, Wing

Walls, and Footings)

1.2.52.1 Payment

1.2.52.2 Measurement

1.2.52.3 Unit of Measure

1.2.53 Concrete Liner Between Wing Walls

1.2.53.1 Payment

1.2.53.2 Measurement

1.2.53.3 Unit of Measure

1.2.54 Cable Railing

1.2.54.1 Payment

1.2.54.2 Measurement

1.2.54.3 Unit of Measure

1.2.55 Reinforced Conctete Slab (8" Thick)

1.2.55.1 Payment

1.2.55.2 Measurement

1.2.55.3 Unit of Measure

1.2.56 3'x 3' Drop Inlet

1.2.56.1 Payment

1.2.56.2 Measurement

SECTION 01 22 00 Page 5

1.2.56.3 Unit of Measure

1.2.57 Remove and Salvage Existing Pumping Plant 4 Pumps and Outfall

1.2.57.1 Payment

1.2.57.2 Measurement

1.2.57.3 Unit of Measure

1.2.58 Remove Three 48-inch Discharge Pipes and Outfall

1.2.58.1 Payment

1.2.58.2 Measurement

1.2.58.3 Unit of Measure

1.2.59 Demolition of Pumping Plant 4 Concrete

1.2.59.1 Payment

1.2.59.2 Measurement

1.2.59.3 Unit of Measure

1.2.60 Reinforced Concrete Pumping Plant 4 Pad

1.2.60.1 Payment

1.2.60.2 Measurement

1.2.60.3 Unit of Measure

1.2.61 Pumping Plant 4 Reinforced Concrete

1.2.61.1 Payment

1.2.61.2 Measurement

1.2.61.3 Unit of Measure

1.2.62 Pumping Plant 4 3' High Concrete Retaining Wall

1.2.62.1 Payment

1.2.62.2 Measurement

1.2.62.3 Unit of Measure

1.2.63 Reinforced Concrete Transformer Pad

1.2.63.1 Payment

1.2.63.2 Measurement

1.2.63.3 Unit of Measure

1.2.64 North Main Drain Concrete Liner

1.2.64.1 Payment

1.2.64.2 Measurement

1.2.64.3 Unit of Measure

1.2.65 Steel Floor W-Beams

1.2.65.1 Payment

1.2.65.2 Measurement

1.2.65.3 Unit of Measure

1.2.66 Steel Bar Grating

1.2.66.1 Payment

1.2.66.2 Measurement

1.2.66.3 Unit of Measure

1.2.67 Reinforced Concrete Outfall Structure

1.2.67.1 Payment

1.2.67.2 Measurement

1.2.67.3 Unit of Measure

1.2.68 Outfall Structure Cable Railing

1.2.68.1 Payment

1.2.68.2 Measurement

1.2.68.3 Unit of Measure

1.2.69 Reinforced Concrete Valve Vault

1.2.69.1 Payment

1.2.69.2 Measurement

1.2.69.3 Unit of Measure

1.2.70 Valve Vault Grating Frame

1.2.70.1 Payment

1.2.70.2 Measurement

1.2.70.3 Unit of Measure

1.2.71 Valve Vault Support Beams

1.2.71.1 Payment

SECTION 01 22 00 Page 6

1.2.71.2 Measurement

1.2.71.3 Unit of Measure

1.2.72 Valve Vault Hatch Supports

1.2.72.1 Payment

1.2.72.2 Measurement

1.2.72.3 Unit of Measure

1.2.73 3' x 3' Valve Vault Steel Channel Frame Door

1.2.73.1 Payment

1.2.73.2 Measurement

1.2.73.3 Unit of Measure

1.2.74 Valve Vault Steel Grating Panel

1.2.74.1 Payment

1.2.74.2 Measurement

1.2.74.3 Unit of Measure

1.2.75 Valve Vault Steel Plate

1.2.75.1 Payment

1.2.75.2 Measurement

1.2.75.3 Unit of Measure

1.2.76 Valve Vault Miscellaneous Steel Members and Connections

1.2.76.1 Payment

1.2.76.2 Measurement

1.2.76.3 Unit of Measure

1.2.77 600 HP Pumps

1.2.77.1 Payment

1.2.77.2 Measurement

1.2.77.3 Unit of Measure

1.2.78 450 HP Pump

1.2.78.1 Payment

1.2.78.2 Measurement

1.2.78.3 Unit of Measure

1.2.79 Electrical Building Reinforced Concrete Foundation

1.2.79.1 Payment

1.2.79.2 Measurement

1.2.79.3 Unit of Measure

1.2.80 Reinforced 8" CMU Electrical Building Walls

1.2.80.1 Payment

1.2.80.2 Measurement

1.2.80.3 Unit of Measure

1.2.81 Electrical Building Open Web Steel Joists

1.2.81.1 Payment

1.2.81.2 Measurement

1.2.81.3 Unit of Measure

1.2.82 Electrical Building Sheet Metal Deck Roof Surface

1.2.82.1 Payment

1.2.82.2 Measurement

1.2.82.3 Unit of Measure

1.2.83 Miscellaneous Electrical Building Steel Members and Connections

1.2.83.1 Payment

1.2.83.2 Measurement

1.2.83.3 Unit of Measure

1.2.84 Chain Link Fence

1.2.84.1 Payment

1.2.84.2 Measurement

1.2.84.3 Unit of Measure

1.2.85 Swing Gate

1.2.85.1 Payment

1.2.85.2 Measurement

1.2.85.3 Unit of Measure

1.2.86 4' Personnel Gate

SECTION 01 22 00 Page 7

1.2.86.1 Payment

1.2.86.2 Measurement

1.2.86.3 Unit of Measure

1.2.87 PZ 35 Steel Sheet Piling

1.2.87.1 Payment

1.2.87.2 Measurement

1.2.87.3 Unit of Measure

1.2.88 Reinforced Concrete Thrust Blocks

1.2.88.1 Payment

1.2.88.2 Measurement

1.2.88.3 Unit of Measure

1.2.89 Reinforced Concrete Thrust Pipe Footings

1.2.89.1 Payment

1.2.89.2 Measurement

1.2.89.3 Unit of Measure

1.2.90 Steel Sheet Piling, Pile Pro Colt Connectors

1.2.90.1 Payment

1.2.90.2 Measurement

1.2.90.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 Invoice Submission Procedures

3.1.1 Required Procedure

3.1.2 Required Documents

-- End of Section Table of Contents --

SECTION 01 22 00 Page 8

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING 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, must be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed must constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment for mobilization, demobilization, including but not limited to:

staging areas, drilling, general prep work, field offices, temporary utilities, project signage, and for all other work covered by this section of the specifications and any work for installation of temporary fences and the Contracting Officer's Office, must be made at the contract job price for ITEM "MOBILIZATION AND DEMOBILIZATION" which payment must constitute full compensation for all work described in Section 01 71 10 MOBILIZATION AND DEMOBILIZATION and Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, as shown on the drawings, and as specified by the Contracting Officer.

The job price for item "MOBILIZATION AND DEMOBILIZATION" must include all costs related to mobilization and demobilization, including all work related to job site laydown development, maintenance, and restoration.

Work must include setup and takedown of temporary facilities, placing and removing temporary fencingpreparation and delivery of as-built drawings, and detailed inital, closeout, and monthly constuction schedule. This bid item is cost loaded 60 percent for mobilization and 40% for demobilization. 0.5% of the total awarded contract amount is cost loaded for final as-built drawings.

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 Traffic Controls

1.1.2.1 Payment

Payment will be made for costs associated with the design, implementation and maintenance of a traffic control plan as provided for in Section

SECTION 01 22 00 Page 9

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS of the specifications and as specified by the Contracting Officer. Costs must include full compensation for maintenance and replacement of signs, design and approval of the traffic control plans, temporary striping, and all appurtenances at sites as specified in the Plans.

1.1.2.2 Unit of Measure

Unit of measure: job.

1.1.3 Laydown Area Development & Restoration

1.1.3.1 Payment

Payment will be made for costs associated with the design, implementation and maintenance of the laydown area develompment and restoration as provided for in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS of the specifications and as specified by the Contracting Officer.

Costs must include full compensation for labor, equipment, materials and work involved in developing and restoring laydown areas, including, but not limited to, clearing and grubbing, topsoil stripping and replacement, disposing or salvaging of materials, placing and removing security fencing, and restoring the laydown area to existing condition, as shown or specified in the Contract documents, or as directed by the Contracting Officer.

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.3 Clearing and Grubbing

1.1.3.1 Payment

Payment for clearing and grubbing will be made at the Contract bid price for "CLEARING AND GRUBBING"; which payment must constitute full compensation for all equipment, labor, materials and incidentals necessary to complete the Work as shown or specified in the Contract documents, or as directed by the Contracting Officer. No separate or direct payment will be made for stockpiling, transportation, loading, unloading, as directed by the Contracting Officer or for dust control of grubbed materials.

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.4 Borrow Site Development & Restoration

1.1.4.1 Payment

Payment will be made for costs associated with the design, implementation and maintenance of the borrow site development and restoration as provided for in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS of the specifications and as specified by the Contracting Officer. Costs must include full compensation for all labor, equipment, materials and work involved in developing and restoring the borrow site, including, but not limited to, clearing and grubbing, topsoil stripping and replacement, disposing or salvaging of materials, construction of field ramps and site access, construction and improvement of haul roads, establishing temporary

SECTION 01 22 00 Page 10 facilities and controls, watersupply drainage grading, locating utilities, final grading, and seeding the borrow site, as shown or specified in the Contract documents, and as directed by the Contracting Officer.

1.1.4.2 Unit of Measure

Unit of measure: job.

1.1.5 SWPPP

1.1.5.1 Payment

Payment will be made for costs associated with the design, implementation and maintenance of the SWPPP as provided for in Section 01 57 23 TEMPORARY STORMWATER POLLUTION CONTROL of the specifications and as specified by the Contracting Officer. Costs must include full compensation for preparation and execution of a SRWQCB approved Stormwater Pollution Prevention Plan (SWPPP), including compliance through receipt of the Notice of Termination. Payment must also include BMP maintenance, and removal of SWPPP features as directed by the Contracting Officer after receipt of the

NOT.

1.1.5.2 Unit of Measure

Unit of measure: job.

1.1.6 Cultural Monitoring

1.1.6.1 Payment

Payment will be made for costs associated with the cultural resource monitoring as required in Section 01 57 20 ENVIRONMENTAL PROTECTION of the specifications, and as specified by the Contracting Officer. Costs must include full compensation for providing cultural resource monitoring services meeting the qualifications, orientation, pre-activity survey, cultural monitoring, and daily logs requirements.

1.1.6.2 Unit of Measure

Unit of Measure: job.

1.1.7 Demolition of Pump Station 4 Steel Wall and Roof Members

1.1.7.1 Payment

Payment for demolition of the Pump Station 4 steel wall and roof members will be made at the Contract bid price for "DEMOLITION OF PUMP STATION 4 STEEL WALL AND ROOF MEMBERS"; which payment must include full compensation for furnishing all supplies, labor,equipment and material, and performing all operations necessary for demolishing, removing, and disposing of materials related to the demolition of Pumping Station 4 steel walls and roof members, as shown on the Plans and as directed by the Contracting Officer.

1.1.7.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00 Page 11

1.1.8 Demolition of Pump Station 4 Metal Floor Grating

1.1.8.1 Payment

Payment for demolition of the Pump Station 4 metal floor grating will be made at the Contract bid price for "DEMOLITION OF PUMP STATION 4 METAL FLOOR GRATING"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for demolishing, removing, and disposing of materials related to the demolition of Pumping Station 4 metal floor grating, as shown on the Plans and as directed by the Contracting Officer.

1.1.8.2 Unit of Measure

Unit of measure: job.

1.1.9 Demolition of Pump Station 4 Steel Floor Beams

1.1.9.1 Payment

Payment for demolition of the Pump Station 4 steel floor beams will be made at the Contract bid price for "DEMOLITION OF PUMP STATION 4 STEEL FLOOR BEAMS"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for demolishing, removing, and disposing of materials related to the demolition of Pumping Station 4 steel floor beams, as shown on the Plans and as directed by the Contracting Officer.

1.1.9.2 Unit of Measure

Unit of measure: job.

1.1.10 Remove and Salvage Existing Trashrake and Trashrack

1.1.10.1 Payment

Payment for removal and salvage of the existing trashrake and trashrack will be made at the Contract bid price for "REMOVE AND SALVAGE EXISTING TRASHRAKE AND TRASHRACK"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for removing, and salvaging, and delivering of materials related to the removal and salvage of the existing trashrake and trashrack, as shown on the Plans and as directed by the Contracting Officer.

1.1.10.2 Unit of Measure

Unit of measure: job.

1.1.11 Trashrake and Trashrake

1.1.11.1 Payment

Payment for the new trashrake and trashrack will be made at the Contract bid price for "TRASHRAKE AND TRASHRACK"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for procuring, transporting, and installing the new trashrake and trashrack, and all of its appurtenances, as shown on the Plans and as directed by the Contracting Officer. It must also include testing in accordance with manufacturer's recommendations, and

SECTION 01 22 00 Page 12 providing all operation manuals and other equipment to the Contracting Officer.

1.1.11.2 Unit of Measure

Unit of measure: job.

1.1.12 Plant 4 Dewatering

1.1.12.1 Payment

Payment will be made for dewatering of the Plant 4 sump and intake at the contract job price, for "PLANT 4 DEWATERING," which price must be full compensation for design, installation operation, maintenance and removal of dewatering and ground water control systems throughout duration of construction, and removal of dewatering system, including conveyance, treatment, and disposal of water, cofferdam systems, well points, dewatering wells, conductor casing, monitoring wells, settlement monitoring, pump sumps, and collection systems, pumps, temporary power, water treatment facilities, and water disposal systems, environmental controls, water quality monitoring, and all other work necessary to complete dewatering work. Payment for this work must also include the design, installation and removal of sheetpiling shoring and tie back system for Plant 4 excavation. Payment will include the furnishing of all labor, material, transportation, equipment, tools, and incidentals necessary to complete the work, as specified and as shown.

Dewatering of North Drainage Canal, Vestal Drain, Bennett Irrigation Canal, and Natomas Cross Canal outfall and rock placement are not included in this payment item. Refer to 02 22 20 SITE STRIPPING AND EXCAVATION and 31 00 00 EARTHWORK for dewatering items not included here.

1.1.12.2 Unit of Measure

Unit of Measure: job.

1.1.13 Cathodic Protection

1.1.13.1 Payment

Payment will be made for equipment cathodic protection at the contract lump sum price, and will be full compensation for providing cathodic protection for all pumps, traveling screens, and trash racks, and must include all cables, anodes, electric service, wiring, conduits, bonding, cable-to-pipe connections, rectifiers, electrodes, testing, and system commissioning.

Payment will include full compensation for all labor, materials, transportation, equipment, tools, and incidentals necessary to complete the Work, as specified and shown.

1.1.13.2 Unit of Measure

Unit of Measure: job.

1.1.14 Transformer (2400V)

1.1.14.1 Payment

Payment will be made for the 2400V transformer at the contract lump sum

SECTION 01 22 00 Page 13 price, and will be full compensation for furnishing all materials, labor, equipment, tools, and incidentals necessary to complete the work as specified, including but not limited to concrete, electrical, wiring, and conduits. Contractor must coordinate with PG&E for providing electrical connection to the transformer. Payment for cast-in-place concrete will be in accordance with Section 03 31 01 CAST-IN-PLACE CONCRETE FOR CIVIL WORKS.

1.1.14.2 Unit of Measure

Unit of Measure: job.

1.1.15 RD1000 Electrical

1.1.15.1 Payment

Payment for RD1000 electrical will be for full compensation for constructing and installing all electrical equipment that is associated with the RD1000 portion of the work.

Payment for RD1000 electrical must include full compensation for all labor, materials, equipment, tools, transportation, and incidentals necessary to complete the work as specified and as shown on the Plans.

Payment will be full compensation for all anchors, excavation and backfill, boxes, bus termination, compounds, conduit fittings, copper wire and cable, enclosures, excavation and backfill, exothermic welds, fuses, ground rods, hangers, hardware supports, markers, mechanical connectors, motor control center, motor control center enclosures, transformer pad, electric service materials and hardware, equipment pads, instrumentation, control panels, remote terminal unit, radio & accessories, power supply, operator interface, radio, software, name plates, panelboards and surge protection devices, pull box covers, pull boxes, raceways, seismic anchoring, spacers, temporary construction lining, termination cabinets, terminations, transformers, warning signs, warning tape, wire and cable, and wire gutters.

1.1.15.2 Unit of Measure

Unit of Measure: job.

1.1.16 Silt Fencing

1.1.16.1 Payment

Payment will be made for silt fencing as shown or specified in the Contract documents, and as directed by the Contracting Officer at the Contract bid price for "SILT FENCING"; which payment must constitute full compensation for furnishing all supplies, labor, equipment, materials, and for performing all operations necessary for installing and maintaining silt fencing for the duration of the project and for the removal and disposal of silt fencing.

1.1.16.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00 Page 14

1.1.17 Erosion Control Seeding

1.1.17.1 Payment

Payment will be made for erosion control seeding as shown or specified in the Contract documents, and as directed by the Contracting Officer at the Contract bid price for "EROSION CONTROL SEEDING"; which payment must constitute full compensation for furnishing all supplies, labor, equipment, materials, and for performing all operations necessary for installing and maintaining erosion control seeding for the duration of the project and for a period of no less than one year after project closeout.

1.1.17.2 Unit of Measure

Unit of measure: job.

1.1.18 Electrical Building Miscellaneous Build Out Items

1.1.18.1 Payment

Payment will be made for Electrical Building Miscellaneous Build Out Items as shown or specified in the Contract documents, and as directed by the Contracting Officer at the Contract bid price for "ELECTRICAL BUILDING MISCELLANDOUS BUILD OUT ITEMS"; which payment must constitute full compensation for furnishing all supplies, labor, equipment, materials, and for performing all operations necessary for Electrical Building miscellaneous items not included in the other Electrical Building bid items, such as doors, hardware, vents, electrical components, and shall include all costs for procuring, delivering, installing and testing of the miscellaneous items.

1.1.18.2 Unit of Measure

Unit of measure: job.

1.2 UNIT PRICE PAYMENT ITEMS

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

1.2.1 Topsoil Stripping

1.2.1.1 Payment

Payment for stripping will be made at the Contract bid price for "TOPSOIL STRIPPING"; which payment must constitute full compensation for all equipment, labor, materials and incidentals necessary to complete the Work as shown or specified in the Contract documents, or as directed by the Contracting Officer. No separate or direct payment will be made for stockpiling, transportation, loading, unloading, as directed by the Contracting Officer or for dust control of stripped materials. All costs in connection therewith must be included in the unit price for "LEVEE TOPSOIL

STRIPPING - 6-INCH".

SECTION 01 22 00 Page 15

1.2.1.2 Measurement

Removal and stockpile of materials from the levee topsoil stripping operation must be measured for payment by the cubic yard stripped.

Quantities of stripped areas shall be verified by survey.

1.2.1.3 Unit of Measure

Unit of measure: cubic yard.

1.2.2 Earthwork - Excavation

1.2.2.1 Payment

Payment for excavation will be made at the at the Contract bid price for "EARTHWORK - EXCAVATION"; which payment must constitute full compensation for all equipment, labor, materials, hauling excavated materials to and from stockpile locations or other point of use, and all incidentals necessary to complete the Work as shown or specified in the Contract documents, or as directed by the Contracting Officer.

1.2.2.2 Measurement

Levee excavation will be measured for payment by the cubic yard and quantities will be determined by the average end area method. The basis for measurement will be the actual cross sections of the levee taken after stripping operations and the actual cross sections after levee degrade and cutoff trench excavation to within the specified tolerance. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed the distance specified in the Specifications. Excavation in excess of the design grades as indicated on the plans, including allowable tolerance, will not be accepted.

1.2.2.3 Unit of Measure

Unit of measure: cubic yard.

1.2.3 Earthwork - Fill

1.2.3.1 Payment

Payment will be made for fill placed as shown or specified in the Contract documents, or as directed by the Contracting Officer, at the Contract bid price for "EARTHWORK - FILL"; which payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, surveying, and moisture control.

1.2.3.2 Measurement

Material specified for levee fill must be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method to the nearest cubic yard. The basis for measurement will be cross sections of the areas to be filled taken before and after levee excavation operations and embankment construction to the specified tolerances. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed the distance specified. Embankments not constructed to design grade

SECTION 01 22 00 Page 16 and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. Volumes occupied by drainage structures will not be included in measurement of embankment for payment.

1.2.3.3 Unit of Measure

Unit of measure: cubic yard.

1.2.4 Earthwork - Fill Raise

1.2.4.1 Payment

Payment will be made for levee fill raise placed as shown or specified in the Contract documents, or as directed by the Contracting Officer, at the Contract bid price for "EARTHWORK - FILL RAISE"; which payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, surveying, and moisture control.

1.2.4.2 Measurement

Material specified for levee fill raise must be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method to the nearest cubic yard. The basis for measurement will be cross sections of the areas to be filled taken before and after levee excavation operations and embankment construction to the specified tolerances. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed the distance specified. Embankments not constructed to design grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. Volumes occupied by drainage structures will not be included in measurement of embankment for payment.

1.2.4.3 Unit of Measure

Unit of measure: cubic yard.

1.2.5 Aggregate Surface Course

1.2.5.1 Payment

Aggregate surface course will be paid for at the Contract bid price for "AGGREGATE SURFACE COURSE"; which payment must constitute full compensation for the construction and completion of the salvaged aggregate surface course including subgrade preparation, placement and compaction, and furnishing all labor and incidentals necessary to complete the Work required as shown or specified in the Contract documents, or as directed by the Contracting Officer.

1.2.5.2 Measurement

The total quanitity of aggregate material for which payment will be made will be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method. The basis for measurement will be cross sections of the areas prior to placement of material and the actual cross sections of the constructed material within the specified tolerance; No allowance will be made for any material outside the required slope lines unless authorized.

SECTION 01 22 00 Page 17

1.2.5.3 Unit of Measure

Unit of measure: cubic yard.

1.2.6 Demolition of 18" Pipe

1.2.6.1 Payment

Payment for demolition 18" Pipe will be made at the Contract bid price for "DEMOLITION OF 18" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, removing, and disposing of pipe and materials related to demolition of 18" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.6.2 Measurement

The total quantity of demolished 18" Pipe for which payment will be made will be linear feet as shown on the Plans.

1.2.6.3 Unit of Measure

Unit of measure: linear feet.

1.2.7 Demolition of 24" Pipe

1.2.7.1 Payment

Payment for demolition 24" Pipe will be made at the Contract bid price for "DEMOLITION OF 24" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, removing, and disposing of pipe and materials related to demolition of 24" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.7.2 Measurement

The total quantity of demolished 24" Pipe for which payment will be made will be linear feet as shown on the Plans.

1.2.7.3 Unit of Measure

Unit of measure: linear feet.

1.2.8 Abandon 24" Pipe (Pressure Grout)

1.2.8.1 Payment

Payment for abandon 24" Pipe (pressure grout) will be made at the Contract bid price for "ABANDON 24" PIPE (PRESSURE GROUT)"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for plugging, pressure grouting, and abandoning the pipe and materials related to abandon 24" Pipe (pressure grout) as shown on the Plans and as directed by the Contracting Officer.

SECTION 01 22 00 Page 18

1.2.8.2 Measurement

The total quantity of abandon 24" Pipe (pressure grout) for which payment will be made will be linear feet as shown on the Plans.

1.2.8.3 Unit of Measure

Unit of measure: linear feet.

1.2.9 Expose and Test 12" Pipe

1.2.9.1 Payment

Payment for expose and test 12" pipe will be made at the Contract bid price for "EXPOSE AND TEST 12" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, exposing, sampling, and CERCLA asbestos testing and analysis of the 12" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.9.2 Measurement

The total quantity of exposed 12" pipe for which payment will be made will be linear feet as shown on the Plans. Only one asbestos test must be performed per pipe.

1.2.9.3 Unit of Measure

Unit of Measure: Linear Feet

1.2.10 Expose and Test 24" Pipe

1.2.10.1 Payment

Payment for demolition 24" Pipe will be made at the Contract bid price for "EXPOSE AND TEST 24" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, exposing, sampling, and CERCLA asbestos testing and analysis of the 24" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.10.2 Measurement

The total quantity of exposed 24" pipe for which payment will be made will be linear feet as shown on the Plans. Only one asbestos test must be performed per pipe.

1.2.10.3 Unit of Measure

Unit of measure: linear feet.

1.2.11 Expose and Test 28" Pipe

1.2.11.1 Payment

Payment for demolition 28" Pipe will be made at the Contract bid price for "EXPOSE AND TEST 28" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, exposing, sampling, and CERCLA

SECTION 01 22 00 Page 19 asbestos testing and analysis of the 28" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.11.2 Measurement

The total quantity of exposed 28" pipe for which payment will be made will be linear feet as shown on the Plans. Only one asbestos test must be performed per pipe.

1.2.11.3 Unit of Measure

Unit of measure: linear feet.

1.2.12 Expose and Test 30" Pipe

1.2.12.1 Payment

Payment for demolition 30" Pipe will be made at the Contract bid price for "DEMOLITION OF 30" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, exposing, sampling, and CERCLA asbestos testing and analysis of the 30" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.12.2 Measurement

The total quantity of exposed 30" pipe for which payment will be made will be linear feet as shown on the Plans. Only one asbestos test must be performed per pipe.

1.2.12.3 Unit of Measure

Unit of measure: linear feet.

1.2.13 Expose and Test 36" Pipe

1.2.13.1 Payment

Payment for demolition 36" Pipe will be made at the Contract bid price for "DEMOLITION OF 36" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, exposing, sampling, and CERCLA asbestos testing and analysis of the 36" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.13.2 Measurement

The total quantity of exposed 36" pipe for which payment will be made will be linear feet as shown on the Plans. Only one asbestos test must be performed per pipe.

1.2.13.3 Unit of Measure

Unit of measure: linear feet.

SECTION 01 22 00 Page 20

1.2.14 Expose and Test 42" Pipe

1.2.14.1 Payment

Payment for demolition 42" Pipe will be made at the Contract bid price for "DEMOLITION OF 42" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, exposing, sampling, and CERCLA asbestos testing and analysis of the 42" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.14.2 Measurement

The total quantity of exposed 42" pipe for which payment will be made will be linear feet as shown on the Plans. Only one asbestos test must be performed per pipe.

1.2.14.3 Unit of Measure

Unit of measure: linear feet.

1.2.15 Expose and Test 48" Pipe

1.2.15.1 Payment

Payment for exposing and testing 48" Pipe will be made at the Contract bid price for "EXPOSE AND TEST 48" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, exposing, sampling, and CERCLA asbestos testing and analysis of the 48" pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.15.2 Measurement

The total quantity of exposing and testing 48" Pipe for which payment will be made will be linear feet as shown on the Plans.

1.2.15.3 Unit of Measure

Unit of measure: linear feet.

1.2.16 Remove and Dispose 12" Pipe

1.2.16.1 Payment

Payment for remove and dispose 12" Pipe will be made at the Contract bid price for "REMOVE AND DISPOSE 12" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for removing and disposing of pipe and materials related to demolition of 12" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.16.2 Measurement

The total quantity of removed and disposed 12" Pipe for which payment will be made will be linear feet as shown on the Plans.

SECTION 01 22 00 Page 21

1.2.16.3 Unit of Measure

Unit of measure: linear feet.

1.2.17 Remove and Dispose 24" Pipe

1.2.17.1 Payment

Payment for remove and dispose 24" Pipe will be made at the Contract bid price for "REMOVE AND DISPOSE 24" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for removing and disposing of pipe and materials related to demolition of 24" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.17.2 Measurement

The total quantity of removed and disposed 24" Pipe for which payment will be made will be linear feet as shown on the Plans.

1.2.17.3 Unit of Measure

Unit of measure: linear feet.

1.2.18 Remove and Dispose 28" Pipe

1.2.18.1 Payment

Payment for remove and dispose 28" Pipe will be made at the Contract bid price for "REMOVE AND DISPOSE 28" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for removing and disposing of pipe and materials related to demolition of 28" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.18.2 Measurement

The total quantity of removed and disposed 28" Pipe for which payment will be made will be linear feet as shown on the Plans.

1.2.18.3 Unit of Measure

Unit of measure: linear feet.

1.2.19 Remove and Dispose 30" Pipe

1.2.19.1 Payment

Payment for remove and dispose 30" Pipe will be made at the Contract bid price for "REMOVE AND DISPOSE 30" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for removing and disposing of pipe and materials related to demolition of 30" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.19.2 Measurement

The total quantity of removed and disposed 30" Pipe for which payment will

SECTION 01 22 00 Page 22

1.2.19.3 Unit of Measure

Unit of measure: linear feet.

1.2.20 Remove and Dispose 36" Pipe

1.2.20.1 Payment

Payment for remove and dispose 36" Pipe will be made at the Contract bid price for "REMOVE AND DISPOSE 36" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for removing and disposing of pipe and materials related to demolition of 36" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.20.2 Measurement

The total quantity of removed and disposed 36" Pipe for which payment will be made will be linear feet as shown on the Plans.

1.2.20.3 Unit of Measure

Unit of measure: linear feet.

1.2.21 Remove and Dispose 42" Pipe

1.2.21.1 Payment

Payment for remove and dispose 42" Pipe will be made at the Contract bid price for "REMOVE AND DISPOSE 42" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for removing, and disposing of pipe and materials related to demolition of 42" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.21.2 Measurement

The total quantity of removed and disposed 42" Pipe for which payment will be made will be linear feet as shown on the Plans.

1.2.21.3 Unit of Measure

Unit of measure: linear feet.

1.2.22 Remove and Dispose 48" Pipe

1.2.22.1 Payment

Payment for remove and dispose 48" Pipe will be made at the Contract bid price for "REMOVE AND DISPOSE 48" PIPE"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for removing and disposing of pipe and materials related to demolition of 48" Pipe as shown on the Plans and as directed by the Contracting Officer.

1.2.22.2 Measurement

The total quantity of removed and disposed 48" Pipe for which payment will

SECTION 01 22 00 Page 23

1.2.22.3 Unit of Measure

Unit of measure: linear feet.

1.2.23 Demolition of Reinforced Concrete Boxes & Walls

1.2.23.1 Payment

Payment for demolition of reinforced concrete boxes and walls will be made at the Contract bid price for "DEMOLITION OF REINFORCED CONCRETE BOXES & WALLS"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, removing, and disposing of materials related to demolition of reinforced concrete boxes & walls as shown on the Plans and as directed by the Contracting Officer.

1.2.23.2 Measurement

The total quantity of demolished of reinforced concrete boxes & walls for which payment will be made will be by cubic yard as shown on the Plans.

1.2.23.3 Unit of Measure

Unit of measure: cubic yard.

1.2.24 Demolition of Concrete Liner

1.2.24.1 Payment

Payment for demolition of concrete liner will be made at the Contract bid price for "DEMOLITION OF CONCRETE LINER"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, removing, and disposing of materials related to demolition of concrete liner as shown on the Plans and as directed by the Contracting Officer.

1.2.24.2 Measurement

The total quantity of demolished of concrete liner for which payment will be made will be square yards as shown on the Plans.

1.2.24.3 Unit of Measure

Unit of measure: square yard.

1.2.25 Demolition of Grouted Rock Riprap

1.2.25.1 Payment

Payment for demolition of grouted rock riprap will be made at the Contract bid price for "DEMOLITION OF GROUTED ROCK RIPRAP"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, removing, and disposing of materials related to demolition of grouted rock riprap as shown on the Plans and as directed by the Contracting Officer.

SECTION 01 22 00 Page 24

1.2.25.2 Measurement

The total quantity of demolished of grouted rock riprap for which payment will be made will be square yards as shown on the Plans.

1.2.25.3 Unit of Measure

Unit of measure: square yard.

1.2.26 Demolition of Concrete Inlets

1.2.26.1 Payment

Payment for demolition of concrete inlets will be made at the Contract bid price for "DEMOLITION OF CONCRETE INLETS"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for excavating, removing, and disposing of materials related to demolition of concrete inlets as shown on the Plans and as directed by the Contracting Officer.

1.2.26.2 Measurement

The total quantity of demolished of concrete inlets for which payment will be made will be by each as shown on the Plans.

1.2.26.3 Unit of Measure

Unit of measure: each.

1.2.27 Stone Protection

1.2.27.1 Payment

Payment for stone protection will be made at the Contract bid price for "STONE PROTECTION"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for procuring, transporting, stockpiling, placement, and installation of the silt curtain as shown on the Plans and as directed by the Contracting Officer.

1.2.27.2 Measurement

The total quantity of stone protection for which payment will be made will be cubic yards as shown on the Plans.

1.2.27.3 Unit of Measure

Unit of measure: cubic yard.

1.2.28 Caltrans Stone Protection #1

1.2.28.1 Payment

Payment for Caltrans stone protection #1 will be made at the Contract bid price for "CALTRANS STONE PROTECTION #1"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for procuring, transporting, stockpiling, and placement as shown on the Plans and as directed by the Contracting Officer.

SECTION 01 22 00 Page 25

1.2.28.2 Measurement

The total quantity of Caltrans stone protection #1 for which payment will be made will be cubic yards as shown on the Plans.

1.2.28.3 Unit of Measure

Unit of measure: cubic yard.

1.2.29 Caltrans Stone Protection "Light Class"

1.2.29.1 Payment

Payment for Caltrans stone protection "light class" will be made at the Contract bid price for "CALTRANS STONE PROTECTION "LIGHT CLASS""; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for procuring, transporting, stockpiling, and placement as shown on the Plans and as directed by the Contracting Officer.

1.2.29.2 Measurement

The total quantity of Caltrans stone protection "Light Class" for which payment will be made will be cubic yards as shown on the Plans.

1.2.29.3 Unit of Measure

Unit of measure: cubic yard.

1.2.30 Caltrans Stone Protection No. 8 Fabric

1.2.30.1 Payment

Payment for Caltrans stone protection No. 8 Fabric will be made at the Contract bid price for "CALTRANS STONE PROTECTION #8 FABRIC"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for procuring, transporting, stockpiling, and placement as shown on the Plans and as directed by the Contracting Officer.

1.2.30.2 Measurement

The total quantity of Caltrans stone protection No. 8 Fabric for which payment will be made will be square foot as shown on the Plans.

1.2.30.3 Unit of Measure

Unit of measure: square foot.

1.2.31 Caltrans Stone Protection "Light Class"

1.2.31.1 Payment

Payment for Caltrans stone protection "Light Class" will be made at the Contract bid price for "CALTRANS STONE PROTECTION "LIGHT CLASS"; which payment must include full compensation for furnishing all supplies, labor, equipment and material, and performing all operations necessary for procuring, transporting, stockpiling, and placement as shown on the Plans

SECTION 01 22 00 Page 26 and as directed by the Contracting Officer.

1.2.31.2 Measurement

The total quantity of Caltrans stone protection "Light Class" for which payment will be made will be cubic yards as shown on the Plans.

1.2.31.3 Unit of Measure

Unit of measure: cubic yard.

1.2.32 Soil-filled Stone Protection

1.2.32.1 Payment

Payment for soil-filled stone protection will be made at the Contract bid price for "SOIL-FILLED STONE PROTECTION"; which payment…