B08 - W9123822B0006 - Attachment 02 - Specifications - 20220127.pdf

INVITATION FOR BID (IFB)

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

AMERICAN RIVER COMMON FEATURES (ARCF)

EROSION - LOWER AMERICAN RIVER

SITE 2-2 & SITE 2-3, CONTRACT 2

SACRAMENTO COUNTY, CALIFORNIA

PROJECT NO. 456852

SPECIFICATION NO. 2286

SITE 2-3 DESIGN FILE NO. 1-04-0645

SITE 2-2 DESIGN FILE NO. 1-04-0646

Lower American River Erosion, Contract 2 2286 Site 2-2 & Site 2-3

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 32 39 BIOENGINEERING PRACTICES FOR STREAM BANK AND SHORELINE

STABILIZATION

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 15 10 DECOMPOSED GRANITE

32 92 33 GRASS SEEDING AND EROSION CONTROL

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 42 38 STONE PROTECTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

FINAL

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

01/22

PART 1 GENERAL

1.1 REFERENCES

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.3 SUBMITTALS

1.4 LIMITS ON HOURS OF OPERATION

1.5 SCRAP MATERIAL

1.6 UTILITIES

1.7 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.9 HAZARDOUS NOISE AREA

1.10 BID ITEM OVERRUN

1.11 NON CONTRACT WORK

1.12 DAMAGE TO ACCESS ROADS AND STAGING AREAS

1.12.1 Removal and Replacement of Paved Bike Trails and Pedestrian

Pathways

1.12.2 Documentation Regarding Potential Damage

1.12.2.1 Preconstruction Quantity Survey Plan

1.12.2.2 Preconstruction Access Road and Staging Area Survey

1.12.2.3 Post-Construction Access Road and Staging Area Survey

1.12.3 Transient Population

1.13 ENVIRONMENTAL LITIGATION

1.14 WORK IN THE FLOODPLAIN AND ACTIVE CHANNEL

1.15 PHASING OF WORK

1.16 SITE WORK BY OTHERS

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1 January 27, 2022

SECTION 01 00 00

GENERAL REQUIREMENTS

01/22

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this Section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 415-1-15 (1989) Construction Time Extensions for Weather

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program http://wct.army.mil/modules/employers/e1-hireOurSoldiers.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material https://www.dol.gov/veterans/Employer-Guide-to-Hire-Veterans-DEC-2017.pdf

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SECTION 01 00 00 Page 2 January 27, 2022

Preconstruction Quantity Survey Plan; G

Preconstruction Access Road and Staging Area Survey; G

Transient Population Safety Plan; G

SD-11 Closeout Submittals

Post-construction Access Road and Staging Area Survey; G

1.4 LIMITS ON HOURS OF OPERATION

Monday through Saturday, Contractor's hours of operation, including equipment warm-up, shall be limited to daylight hours but not earlier than 7:00 A.M. and not later than 6:00 P.M. On Sunday, Contractor's hours of operation shall be limited to daylight hours but not earlier than 9:00 AM and not later than 6:00 PM. Work hours must not vary unless otherwise approved by the Contracting Officer. No work or hauling shall take place on holidays without permission given by the Contracting Officer. Staging and access areas may have limited access beyond these hours of operation.

Refer also to paragraph TEMPORARY ACCESS AND STAGING in Section 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

1.5 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he/she has made due allowance for value, if any, of such scrap in the contract price.

1.6 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the Drawings and not visible as to the date of this contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the contract price must be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

1.7 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures to be of as short a duration as possible and to be scheduled as far in advance as possible with the Contracting Officer, in no case less than 7 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the Contractor will be held responsible for any violations.

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

SECTION 01 00 00 Page 3 January 27, 2022

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule will reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(07) (07) (06) (03) (02) (01) (00) (00) (01) (02) (04) (06)

Upon execution of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily Contractor Quality Control (CQC) report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Refer to ER 415-1-15 .

1.9 HAZARDOUS NOISE AREA

Provide adequate ear protection as may be required for Contractor's personnel at the job site.

1.10 BID ITEM OVERRUN

Throughout the contract (at a minimum, every two weeks), monitor placement or installation of unit price items (if any) with respect to the original estimated quantities shown in the contract. If placement or installation indicates a possible overrun with respect to the original estimated quantities shown in the contract, immediately provide written notification to the Contracting Officer with revised total estimated quantities.

1.11 NON CONTRACT WORK

Do not perform any work or erect any structure for third parties, landowners or otherwise, without prior approval of the Contracting Officer.

1.12 DAMAGE TO ACCESS ROADS AND STAGING AREAS

Preserve and protect all existing private or project access or right-of-way roads, off-site staging area (if applicable), paved bike trails, and pedestrian pathways. At the completion of work and prior to the Contractor leaving the project, restore to pre-project conditions all such access roads, staging areas, paved bike trails, and pedestrian pathways. Repairs include replacement of base rock and/or surface treatment as required and as approved by the County of Sacramento, and removal and replacement of all paved bike trails used as haul routes.

Refer also to paragraph PROTECTION OF TRAFFIC in Section 01 50 00

SECTION 01 00 00 Page 4 January 27, 2022

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

1.12.1 Removal and Replacement of Paved Bike Trails and Pedestrian Pathways

Contractor shall remove and replace existing paved bike trails and pedestrian pathways within the work limits as shown on the Drawings after completion of improvements and after material hauling activity has ceased.

Replace paved bike trails and pedestrian pathways to meet the requirements of the Drawings, Section 32 11 23 AGGREGATE BASE COURSES, Section 32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS, and Sacramento County standards. Repairs include replacement of base rock and surface treatment as required and as approved by the County of Sacramento.

Contractor's preconstruction and post-construction surveys shall include all paved bike trails and pedestrian pathways used in the Contractor's operations, including any areas outside the defined work limits in the Drawings. The Contracting Officer and County of Sacramento shall determine based on review of surveys if repair of paved bike trails and pedestrian pathways used by the Contractor outside the work limits are required. If repairs are deemed necessary, Contractor shall perform repairs as-directed at no additional cost to the Government to meet the standards of the Drawings, Section 32 11 23 AGGREGATE BASE COURSES, Section 32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS, and Sacramento County standards.

1.12.2 Documentation Regarding Potential Damage

1.12.2.1 Preconstruction Quantity Survey Plan

Complete and submit a Preconstruction Quantity Survey Plan stating the names of personnel and license number who will be performing the Preconstruction Survey and the Post-Construction Survey. Include the procedures to follow in conducting the surveys.

1.12.2.2 Preconstruction Access Road and Staging Area Survey

Complete and submit a Preconstruction Access Road and Staging Area Survey including digital video and digital photographs of all public, private, and project access or right-of-way roads before construction begins.

Submit the digital video and the digital photographs before the start of construction operations.

Complete and submit a topographic survey of all paved bike trails and pedestrian pathways planned for use in the Contractor's operations. Survey shall include a longitudinal profile of paved bike trails and pavement extents. Data collection shall be sufficient to guide replacement of paved bike trails to existing lines and grades.

1.12.2.3 Post-Construction Access Road and Staging Area Survey

After completion of construction of the project, submit a Post-Construction Access Road and Staging Area Survey including digital video and digital photographs of the same areas where preconstruction digital video and digital photographs were taken.

Submit an as built topographic survey of replaced paved bike trails.

Survey shall include a longitudinal profile of paved bike trails and pavement extents. The density of data collection shall be similar to the Preconstruction Access Road and Staging Area Survey.

SECTION 01 00 00 Page 5 January 27, 2022

1.12.3 Transient Population

The Contractor must assist the Government's public outreach program during that same period to post notifications as determined by the Government.

The City of Sacramento Police Department Impact Team will relocate the transient persons. Enforcement requests must be made to the Contracting Officer at the end of the notice period if the excluded phase work area is repopulated. The Contractor must not attempt to move members of the transient population remaining in or returning to work areas, which is the responsibility of local law enforcement or other authorized agencies or services.

The Contractor must be responsible for the safety of the public within the limits of construction during the course of construction. In particular, the project site is a known location of transient persons. Prior to the commencement of construction activities, submit a Transient Population Safety Plan depicting proposed phasing, signage, fencing, and other protective measures to provide for the safety of the public and transient community. At a minimum the plan must include the following:

a. Work zones in which the public and transient population must be excluded during the various phases of construction.

b. Safety fencing locations.

c. Proposed signage to be placed, including frequency of signage.

d. Locations within the project limits that remain open to the public during periods of non-construction activity based on various phases of construction.

e. Identification of public access and path of travel during various phases of construction.

1.13 ENVIRONMENTAL LITIGATION

a. If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, is to determine whether the order is due in any part to the acts or omissions of the Contractor or a subcontractor at any tier not required by the terms of this contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a subcontractor at any tier other than as required by the terms of this contract, such suspension, delay, or interruption is to be considered as if ordered by the Contracting Officer in the administration of this contract under the terms of the SUSPENSION OF WORK clause of this contract. The period of such suspension, delay or interruption is unreasonable, and an adjustment is to be made for any increase in the cost of performance of this contract (excluding profit) as provided in that clause, subject to all the provisions thereof.

b. The term "environmental litigations" as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

SECTION 01 00 00 Page 6 January 27, 2022

1.14 WORK IN THE FLOODPLAIN AND ACTIVE CHANNEL

The proposed work is located within the floodplain and active channel of the Lower American River. The entire site is subject to seasonal flooding by elevated-flow events. Construction of Site 2-2 and Site 2-3 will require work below water levels typically exceeded during the summer months. The table below provides 95% non-exceedance monthly water surface elevation (stage) computed from hourly stage data recorded at the H-Street stream gage between July 1995 and July 2020. It is the Contractor's responsibility to determine schedule and control of water, and dewatering needs at the project site. The Contractor shall make no claim for costs or damages incurred as a result of having to conduct construction activities during inundated or saturated site conditions for water levels below the monthly 95% non-exceedance values identified in the table below.

Lower American River Monthly Non-Exceedance Data

Month 95% Non-Exceedance (Stage)

January 28.9

February 29.7

March 26.3

April 26.4

May 22.4

June 21.1

July 18.7

August 18.3

September 18.3

October 17.9

November 17.9

December 25.3

1.15 PHASING OF WORK

The proposed work will occur over two construction seasons to accommodate vegetation clearing, reduce parkway impacts, and accommodate other work completed subsequent or concurrent to the completion of Work under this Contract. Plan sheets and bid items labeled as "Year 1" are to be completed during the 2022 construction season (summer and fall 2022), while those labeled "Year 2" are to be completed during the 2023 construction season (summer and fall 2023). Clearing of vegetation in the "Year 2" footprint will not occur prior to "Year 1" work. Work completed in Year 1 will be revegetated under a separate contract in "Year 2." The Contractor must complete Work consistent with this phasing. No Work may begin within the "Year 2" footprint without approval from the Contracting

SECTION 01 00 00 Page 7 January 27, 2022

Officer.

1.16 SITE WORK BY OTHERS

The Government will have other contractors completing other work within or near the project footprint during the Contract period. During "Year 2", the Contractor will need to share access at the Campus Commons Golf Course with a revegetation contractor and a Golf Course Reconstruction contractor. Additionally, the vegetation clearing contractor may be working within the "Year 2" footprint adjacent to the "Year 1" work area while construction is ongoing under this Contract. Nothing contained in the Contract Documents shall be interpreted as granting the Contractor exclusive occupancy at the Site.

1. Contractor shall afford each other contractor proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs.

2. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the approval of the Contracting Officer.

3. Contractor shall include in its Bid all costs associated with coordinating its Work with other contractors.

4. Contractor shall not be entitled to additional compensation from the Government for damages resulting from such simultaneous, collateral, and essential Work. If necessary to avoid or minimize such damage or delay, Contractor shall redeploy its work forces to other parts of the Work, or adjust the Work schedule including reasonable acceleration of the Work.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide digital media at the preconstruction conference that contains the materials specified in SECTION 01 78 00

CLOSEOUT SUBMITTALS.

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide conformed hard copy sets reproduced from the PDF Contract Documents provided by the Contracting Officer at the time of award. The hard copy drawings must be sets of ANSI D (22" x 34") and sets of half size (11" x 17") 3-hole punched and bound with metal posts. The sets of specifications must be standard letter (8-1/2" x 11") 3-hole punched and bound with metal posts. Provide two (2) sets of each. Submit these documents within 5 work days of the receipt of the AWARD documents from the Government.

-- End of Section --

SECTION 01 00 00 Page 8 January 27, 2022

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

01/22

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND UTILITIES

1.3.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 January 27, 2022

SECTION 01 11 00

SUMMARY OF WORK

01/22

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes roughly 7,800 feet of stream bank protection and stabilization of the Lower American River (LAR) to protect critical infrastructure against the effects of erosion during large flood events.

The work involves, but is not limited to: clearing, grubbing, and stripping within the construction limits and areas designated in the Drawings and by the Contracting Officer; protecting-in-place vegetation, existing facilities, and structures not scheduled for removal; earthwork;

import of rock materials; import, export, and transfer of earthen materials; construction of stone protection structures shown on the Drawings, installation of planting benches, instream wood structures and willow cuttings; grass seeding and erosion control; maintenance of seeding to meet performance requirements through the Establishment Period as defined in these Specifications; replacement of existing infrastructure disturbed or relocated by construction, and all incidental related work.

1.1.2 Location

The work is located on the LAR within the American River Parkway in Sacramento, California. Sites 2-2 and 2-3 are located along the right (east) bank of the LAR. Site 2-2 is approximately 1,200 feet long and is located at the Howe Avenue Bridge. Site 2-3 is approximately 6,600 feet long and extends from the downstream side of the Campus Commons Golf Course upstream to the buried river pipe crossing of the Sacramento Regional County Sanitation District's two sewer force mains. The site locations are shown on the Drawings.

1.2 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation. Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on

SECTION 01 11 00 Page 2 January 27, 2022 contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Use electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning. Verify elevations before installing new work or other structure at which an adjustment in grade can be made.

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

-- End of Section --

SECTION 01 11 00 Page 3 January 27, 2022

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

01/22

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Single Job Payment Items

1.1.2 Unit Price Payment Items

1.2 YEAR 1 CONSTRUCTION (CLIN 1)

1.2.1 YEAR 1: Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 YEAR 1: Traffic Control

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 YEAR 1: Temporary Fencing and Vegetation Protection

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 YEAR 1: Temporary Storm Water Pollution Control

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 YEAR 1: Clearing and Grubbing

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 YEAR 1: Grass Seeding and Erosion Control

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 YEAR 1: Live Cuttings

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 YEAR 1: Site 2-3: Demolition

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 YEAR 1: Site 2-3: Earthwork

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.10 YEAR 1: Site 2-3: Riprap Channel

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.11 YEAR 1: Site 2-3: Excess Material Offhaul

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.12 YEAR 1: Site 2-3: Launchable Spur and Buried Rock Tie-Back

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

1.2.13 YEAR 1: Site 2-3: Topsoil

1.2.13.1 Payment

1.2.13.2 Measurement

SECTION 01 22 00 Page 1 January 27, 2022

1.2.13.3 Unit of Measure

1.2.14 YEAR 1: Site 2-3: IWM Type 1

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 YEAR 1: Site 2-3: IWM Type 2

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

1.2.16 YEAR 1: Site 2-3: Removal of Debris

1.2.16.1 Payment

1.2.16.2 Measurement

1.2.16.3 Unit of Measure

1.3 YEAR 2 CONSTRUCTION (CLIN 2)

1.3.1 YEAR 2: Mobilization and Demobilization

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 YEAR 2: Traffic Control

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 YEAR 2: Temporary Fencing and Vegetation Protection

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 YEAR 2: Temporary Storm Water Pollution Control

1.3.4.1 Payment

1.3.4.2 Unit of Measure

1.3.5 YEAR 2: Clearing and Grubbing

1.3.5.1 Payment

1.3.5.2 Unit of Measure

1.3.6 YEAR 2: Grass Seeding and Erosion Control

1.3.6.1 Payment

1.3.6.2 Unit of Measure

1.3.7 YEAR 2: Live Cuttings

1.3.7.1 Payment

1.3.7.2 Unit of Measure

1.3.8 YEAR 2: Site 2-3: Demolition

1.3.8.1 Payment

1.3.8.2 Unit of Measure

1.3.9 YEAR 2: Site 2-3: Earthwork

1.3.9.1 Payment

1.3.9.2 Unit of Measure

1.3.10 YEAR 2: Site 2-3: Relocate Existing Paved Bike Trails

1.3.10.1 Payment

1.3.10.2 Unit of Measure

1.3.11 YEAR 2: Site 2-3: Remove and Replace Existing Paved Bike

Trails

1.3.11.1 Payment

1.3.11.2 Unit of Measure

1.3.12 YEAR 2: Site 2-3: Launchable Rock Trench

1.3.12.1 Payment

1.3.12.2 Unit of Measure

1.3.13 YEAR 2: Site 2-3: Excess Material Offhaul

1.3.13.1 Payment

1.3.13.2 Unit of Measure

1.3.14 YEAR 2: Site 2-3: Clean Rock

1.3.14.1 Payment

1.3.14.2 Unit of Measure

1.3.15 YEAR 2: Site 2-3: Soil-Filled Rock

1.3.15.1 Payment

SECTION 01 22 00 Page 2 January 27, 2022

1.3.15.2 Unit of Measure

1.3.16 YEAR 2: Site 2-3: Cobble/Soil Mix

1.3.16.1 Payment

1.3.16.2 Unit of Measure

1.3.17 YEAR 2: Site 2-2: Earthwork

1.3.17.1 Payment

1.3.17.2 Unit of Measure

1.3.18 YEAR 2: Site 2-2: Soil-Filled Rock

1.3.18.1 Payment

1.3.18.2 Unit of Measure

1.3.19 YEAR 2: Site 2-2: Rock Slope Protection at Howe Avenue Bridge

Abutment

1.3.19.1 Payment

1.3.19.2 Unit of Measure

1.3.20 YEAR 2: Site 2-3: Launchable Spur and Buried Rock Tie-Back

1.3.20.1 Payment

1.3.20.2 Measurement

1.3.20.3 Unit of Measure

1.3.21 YEAR 2: Site 2-3: Topsoil

1.3.21.1 Payment

1.3.21.2 Measurement

1.3.21.3 Unit of Measure

1.3.22 YEAR 2: Site 2-3: IWM Type 1

1.3.22.1 Payment

1.3.22.2 Measurement

1.3.22.3 Unit of Measure

1.3.23 YEAR 2: Site 2-3: IWM Type 2

1.3.23.1 Payment

1.3.23.2 Measurement

1.3.23.3 Unit of Measure

1.3.24 YEAR 2: Site 2-3: Removal of Debris

1.3.24.1 Payment

1.3.24.2 Measurement

1.3.24.3 Unit of Measure

1.3.25 YEAR 2: Site 2-2: Launchable Rock Toe Protection

1.3.25.1 Payment

1.3.25.2 Measurement

1.3.25.3 Unit of Measure

1.3.25.4 Weigh Bills and Delivery Tickets

1.3.26 YEAR 2: Site 2-2: Rock Tie-Backs

1.3.26.1 Payment

1.3.26.2 Measurement

1.3.26.3 Unit of Measure

1.3.27 YEAR 2: Site 2-2: Topsoil and Soil Fill in Planting Benches

1.3.27.1 Payment

1.3.27.2 Measurement

1.3.27.3 Unit of Measurement

1.3.28 YEAR 2: Site 2-2: IWM Type 3

1.3.28.1 Payment

1.3.28.2 Measurement

1.3.28.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 INVOICE SUBMISSION PROCEDURES

3.1.1 Required Procedure

SECTION 01 22 00 Page 3 January 27, 2022

3.1.2 Required Documents

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SECTION 01 22 00 Page 4 January 27, 2022

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

01/22

PART 1 GENERAL

1.1 SUMMARY

The Work will occur over two construction seasons to accommodate vegetation clearing, reduce parkway impacts, and accommodate other work completed subsequent or concurrent to the completion of Work under this Contract. The Work under Contract Line Items Number (CLIN) 1 for "Year 1 Construction" will be completed during the 2022 construction season (summer and fall 2022). The Work under CLIN 2 for "Year 2 Construction" will be completed during the 2023 construction season (summer and fall 2023).

1.1.1 Single Job Payment Items

Payment items for the work of this contract for which contract job payments will be made are listed in the PRICING SCHEDULE and described below by CLIN. All costs for items of work, which are not specifically mentioned to be included in a particular job item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.2 Unit Price Payment Items

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

1.2 YEAR 1 CONSTRUCTION (CLIN 1)

Year 1 Construction will include full construction of Site 2-3 from Station 1+83 to Station 26+75 on the Site 2-3 Alignment as shown on Drawing Sheets C-108, C-109, and C-110. Construction will include excavation and off-haul of existing bank material, installation of buried rock tiebacks and launchable spurs, placement of topsoil, installation of instream woody material, installation of erosion control fabric, installation of pole plantings, and seeding. The Contractor will need to demolish items identified on the Year 1 Demolition Sheets and as identified in the Year 1 Demolition description below, as well as clear and grub Year 1 Grading Limits as defined on Drawing Sheets C-101 and C-102. The Contractor will be required to fully restore Year 1 staging and access routes once complete with Year 1 work with the exception of the Campus Commons Temporary Access which can be maintained in place through

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Year 2 Construction. The Contractor will also be required to install a transition at the upstream extent of the project back to existing ground as shown on Sheet C-514. The Contractor will also be required to Construct the University Park Temporary Access ramp between August 1 and October 31, 2022.

1.2.1 YEAR 1: Mobilization and Demobilization

Mobilization and demobilization include project management, compliance with general conditions and special provisions, coordination with utilities, environmental protection, field engineering, surveying, and staking. This payment item shall be inclusive of all Year 1 Work.

Payment shall be in full compensation for all labor, materials, incidentals, and costs associated with, but not limited to, the following mobilization items: preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; the establishment of temporary facilities necessary for work on the project; and all other work and operations that must be performed or costs incurred before work begins on the various Contract items on the project sites.

Payment shall be in full compensation for all labor, materials, incidentals, and costs associated with, but not limited to, the following demobilization items: work and operations at the conclusion of construction, including, but not limited to, those necessary for the removal of personnel, equipment, supplies, and incidentals from the project site; of the removal of temporary facilities; and of all other work and operations that must be performed or costs incurred to conclude work on the various Contract items for the project.

1.2.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in this contract clause and Section 01 71 10

MOBILIZATION AND DEMOBILIZATION.

1.2.1.2 Unit of Measure

Unit of measure: Job

1.2.2 YEAR 1: Traffic Control

1.2.2.1 Payment

Payment will be made for costs associated with Traffic Control, which price will include all costs for preparing the Traffic Control Plan;

obtaining encroachment permits and paying all applicable fees; controlling traffic during mobilization, de-mobilization, and hauling activities;

furnishing watchmen and flagmen, erecting of barricades and detour routes at locations shown on the Year 1 Drawings, placing lights around and in front of equipment and the work, erection and maintenance of adequate warning, danger, and direction signs, as required by the State and local authorities having jurisdiction; and all requirements of paragraph TRAFFIC PROVISIONS in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS.

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1.2.2.2 Unit of Measure

Unit of measure: Job

1.2.3 YEAR 1: Temporary Fencing and Vegetation Protection

1.2.3.1 Payment

Payment will be made for costs associated with Temporary Fencing and Vegetation Protection, which price will include all costs for installation and maintenance of temporary protective and security fencing as shown on the Year 1 Drawings and as required by the Contracting Officer; and removal of temporary protective and security fencing at the end of the job as specified in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS. Any costs associated with maintaining temporary fencing erected in Year 1 Construction that the Contractor elects to keep up through the completion of Year 2 construction shall be included in CLIN 2.

1.2.3.2 Unit of Measure

Unit of measure: Job

1.2.4 YEAR 1: Temporary Storm Water Pollution Control

1.2.4.1 Payment

Payment will be made for costs associated with Temporary Storm Water Pollution Control, which price will include all costs for preparing the Storm Water Pollution Prevention Plan (SWPPP) for the Year 1 construction footprint, annual permit fees, furnishing, placing, establishing temporary storm water pollution control, performing SWPPP inspections and reporting, and removing temporary BMPs at the end of the job as specified in Section

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL.

1.2.4.2 Unit of Measure

Unit of measure: Job

1.2.5 YEAR 1: Clearing and Grubbing

1.2.5.1 Payment

Payment will be made for costs associated with operations necessary to comply with Section 31 11 00 CLEARING AND GRUBBING, and as directed by the Contracting Officer.

Payment will be made for removal and disposal (at an approved location) of all debris and objectionable material; as well as vegetation, trees, and root balls, shown for removal on the Year 1 Drawings including backfilling and rough grading of any resulting voids. The cost shall include any off-site disposal permits and fees.

1.2.5.2 Unit of Measure

Unit of measure: Job

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1.2.6 YEAR 1: Grass Seeding and Erosion Control

1.2.6.1 Payment

Payment shall include all costs associated with operations necessary for grass seeding and erosion control in accordance with Section 32 92 33 GRASS SEEDING AND EROSION CONTROL for all areas disturbed by construction activities, and as directed by the Contracting Officer. Payment will include, but not be limited to delivery, layout, slope preparation, trenching, fabric and material installation, seeding, mulching, tackifying, establishment, repair and reseeding, staking, cleanup, and removal. Separate payment will not be made for maintenance, repair, reseeding, and irrigation (if needed) to achieve the performance standards in Section 32 92 33 GRASS SEEDING AND EROSION CONTROL.

1.2.6.2 Unit of Measure

Unit of measure: Job

1.2.7 YEAR 1: Live Cuttings

1.2.7.1 Payment

Payment shall be made in full compensation for all labor, materials, incidentals, and costs associated with planting live cuttings. Work shall be according to Section 32 92 33 GRASS SEEDING AND EROSION CONTROL, and as directed by the Contracting Officer. Payment shall include, but not be limited to: supply, delivery, storage, layout, excavation, placement, and installation.

1.2.7.2 Unit of Measure

Unit of measure: Job

1.2.8 YEAR 1: Site 2-3: Demolition

1.2.8.1 Payment

Payment shall include removal and disposal at an approved location of existing facilities shown on the Year 1 Drawings, which include but may not be limited to: existing footbridge; existing concrete channel (approximately 3,000 SF); and, existing concrete rubble bank protection (approximately 5,600 SF). Payment shall also include removal and disposal of portions of existing golf course irrigation pipelines (up to 5,000 LF) and ancillary irrigation components encountered during earthwork activities. The cost for CLIN 1.8 shall include any disposal permits and fees.

1.2.8.2 Unit of Measure

Unit of measure: Job

1.2.9 YEAR 1: Site 2-3: Earthwork

1.2.9.1 Payment

Payment shall include excavation, on-site storage, import of satisfactory material, export and disposal of unsatisfactory material, compaction, trimming, backfilling, and finishing work associated with earthwork to

SECTION 01 22 00 Page 8 January 27, 2022 produce the finished lines and grades as shown on the Drawings and according to Section 31 00 00 EARTHWORK.

1.2.9.2 Unit of Measure

Unit of measure: Job

1.2.10 YEAR 1: Site 2-3: Riprap Channel

1.2.10.1 Payment

Payment will be made for costs associated with furnishing, hauling, and placing quarry stone and aggregate fill, and all incidentals necessary to construct the Riprap Channel as specified in Section 35 42 38 STONE PROTECTION. Payment will not be made for materials placed that exceed the maximum tolerances. Separate payment will not be made for incorporating Aggregate Fill into the Riprap Channel or for constructing test sections for Contracting Officer approval per Section 35 42 38 STONE PROTECTION.

1.2.10.2 Unit of Measure

Unit of measure: Job

1.2.11 YEAR 1: Site 2-3: Excess Material Offhaul

1.2.11.1 Payment

Payment will be made for costs associated with export of all satisfactory Excess Material associated with excavation of project features as shown in the Drawings and specified in Section 31 00 00 EARTHWORK to a Government provided off-site disposal area on four contiguous parcels located immediately to the southeast of the intersection of Garden Highway and San Juan Road in Sacramento County, California. Contractor shall be responsible for final placement and management of exported Excess Material at the off-site disposal area to meet the conditions and requirements of paragraph OFF-SITE DISPOSAL in Section 31 00 00 EARTHWORK, the SWPPP, fugitive dust permit requirements, and Section 01 57 23 TEMPORARY

STORMWATER POLLUTION CONTROL.

1.2.11.2 Unit of Measure

Unit of measure: Job

1.2.12 YEAR 1: Site 2-3: Launchable Spur and Buried Rock Tie-Back

1.2.12.1 Payment

Payment will be made for costs associated with furnishing, hauling, and placing quarry stone and all incidentals necessary to construct the Launchable Spur as specified in Section 35 42 38 STONE PROTECTION and as shown on the Drawings. Payment will also be made for costs associated with furnishing, hauling, and placing quarry stone and Soil Fill, and all incidentals necessary to construct the Buried Rock Tie-Back as specified in Section 35 42 38 STONE PROTECTION and as shown on the Drawings. Payment will not be made for materials placed that exceed the maximum tolerance.

Separate payment will not be made for incorporating Soil Fill into the Buried Rock Tie-Backs or for constructing test sections for Contracting Officer approval per Section 35 42 38 STONE PROTECTION.

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1.2.12.2 Measurement

Launchable Spurs and Buried Rock Tie-Backs will be measured for payment by counting each structure properly installed in place as shown on the Drawings.

1.2.12.3 Unit of Measure

Unit of measure: Approved installation by each structure

1.2.13 YEAR 1: Site 2-3: Topsoil

1.2.13.1 Payment

Payment includes all costs of furnishing, hauling, and placing topsoil as specified in Section 35 42 38 STONE PROTECTION, Section 32 92 33 GRASS SEEDING AND EROSION CONTROL, and as shown on the Drawings.

1.2.13.2 Measurement

Topsoil will be measured for payment by the cubic yard of material placed in accordance with the Drawings. Volumetric quantity of the material must be based entirely on the computed volume between the survey performed after the placement of the Stone Protection and the Post-Construction Survey as defined in Section 35 42 38 STONE PROTECTION. Payment of placed material that exceeds required thicknesses will not be made.

1.2.13.3 Unit of Measure

Unit of measure: Cubic Yard (CY)

1.2.14 YEAR 1: Site 2-3: IWM Type 1

1.2.14.1 Payment

Payment includes all costs associated with Instream Wood Material (IWM) Type 1, including but not limited to: collection, shipping, storage, delivery, placement, and anchoring of IWM Type 1 in accordance with Section 31 32 39 BIOENGINEERING PRACTICES FOR STREAM BANK AND SHORELINE STABILIZATION, as shown on the Drawings, and as directed by the Contracting Officer.

1.2.14.2 Measurement

Payment will be measured by counting each IWM structure properly anchored in place as shown on the Drawings.

1.2.14.3 Unit of Measure

Unit of measure: Approved installation by each IWM Type 1 structure

1.2.15 YEAR 1: Site 2-3: IWM Type 2

1.2.15.1 Payment

Payment includes all costs associated with Instream Wood Material (IWM) Type 2, including but not limited to: collection, shipping, storage, delivery, placement, and anchoring of IWM Type 2 in accordance with Section 31 32 39 BIOENGINEERING PRACTICES FOR STREAM BANK AND SHORELINE

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STABILIZATION, as shown on the Drawings, and as directed by the Contracting Officer.

1.2.15.2 Measurement

Payment will be measured by counting each IWM structure properly anchored in place as shown on the Drawings.

1.2.15.3 Unit of Measure

Unit of measure: Approved installation by each IWM Type 2 structure

1.2.16 YEAR 1: Site 2-3: Removal of Debris

1.2.16.1 Payment

Payment will be made for costs associated with removal and disposal of debris uncovered during excavation including equipment, labor, hauling and disposal costs. Debris is defined as any solid material with a lineal dimension greater than 1 foot in any direction not identified in the Drawings for removal as part of demolition. Debris does not include unsatisfactory material identified in Section 31 00 00 EARTHWORK including man-made fills, backfills from previous construction, expansive soils, or trash and refuse that is not solid or less than 1 lineal foot in any dimension.

1.2.16.2 Measurement

Removal of Debris will be measured per ton of off-hauled material.

1.2.16.3 Unit of Measure

Unit of measure: Ton of off-hauled material.

1.3 YEAR 2 CONSTRUCTION (CLIN 2)

Year 2 Construction will include full construction of all remaining Site 2-3 features not constructed in Year 1. Year 2 Construction will require establishment of new staging areas and haul routes to accommodate other contractors working in the Year 1 footprint. Year 2 Construction will also include full construction of all Site 2-2 features. The following pay items summarize Year 2 Construction.

1.3.1 YEAR 2: Mobilization and Demobilization

Mobilization and demobilization include project management, compliance with general conditions and special provisions, coordination with utilities, environmental protection, field engineering, surveying, and staking. This payment item shall be inclusive of all Year 2 construction.

Payment shall be in full compensation for all labor, materials, incidentals, and costs associated with, but not limited to, the following mobilization items: preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; the establishment of temporary facilities necessary for work on the project; and all other work and operations that must be performed or costs incurred before work begins on the various Contract items on the project sites.

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Payment shall be in full compensation for all labor, materials, incidentals, and costs associated with, but not limited to, the following demobilization items: work and operations at the conclusion of construction, including, but not limited to, those necessary for the removal of personnel, equipment, supplies, and incidentals from the project site; of the removal of temporary facilities; and of all other work and operations that must be performed or costs incurred to conclude work on the various Contract items for the project.

1.3.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in this contract clause and Section 01 71 10

MOBILIZATION AND DEMOBILIZATION.

1.3.1.2 Unit of Measure

Unit of measure: Job

1.3.2 YEAR 2: Traffic Control

1.3.2.1 Payment

Payment will be made for costs associated with Traffic Control, which price will include all costs for preparing the Traffic Control Plan;

obtaining encroachment permits and paying all applicable fees; controlling traffic during mobilization, de-mobilization, and hauling activities;

furnishing watchmen and flagmen, erecting of barricades and detour routes at locations shown on the Year 2 Drawings, placing lights around and in front of equipment and the work, erection and maintenance of adequate warning, danger, and direction signs, as required by the State and local authorities having jurisdiction; and all requirements of paragraph TRAFFIC PROVISIONS in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS.

1.3.2.2 Unit of Measure

Unit of measure: Job

1.3.3 YEAR 2: Temporary Fencing and Vegetation Protection

1.3.3.1 Payment

Payment will be made for costs associated with Temporary Fencing and Vegetation Protection, which price will include all costs for installation and maintenance of temporary protective and security fencing as shown on the Year 2 Drawings and as required by the Contracting Officer; and removal of temporary protective and security fencing at the end of the job as specified in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS.

1.3.3.2 Unit of Measure

Unit of measure: Job

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1.3.4 YEAR 2: Temporary Storm Water Pollution Control

1.3.4.1 Payment

Payment will be made for costs associated with Temporary Storm Water Pollution Control, which price will include all costs for preparing the Storm Water Pollution Prevention Plan (SWPPP) for the Year 2 construction footprint, annual permit fees, furnishing, placing, establishing temporary storm water pollution control, performing SWPPP inspections and reporting, and removing temporary BMPs at the end of the job as specified in Section

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL.

1.3.4.2 Unit of Measure

Unit of measure: Job

1.3.5 YEAR 2: Clearing and Grubbing

1.3.5.1 Payment

Payment will be made for costs associated with operations necessary to comply with Section 31 11 00 CLEARING AND GRUBBING, and as directed by the Contracting Officer.

Payment will be made for removal and disposal (at an approved location) of all debris and objectionable material; as well as vegetation, trees, and root balls, shown for removal on the Year 2 Drawings including backfilling and rough grading of any resulting voids. The cost shall include any off-site disposal permits and fees.

1.3.5.2 Unit of Measure

Unit of measure: Job

1.3.6 YEAR 2: Grass Seeding and Erosion Control

1.3.6.1 Payment

Payment shall include all costs associated with operations necessary for grass seeding and erosion control in accordance with Section 32 92 33 GRASS SEEDING AND EROSION CONTROL for all areas disturbed by construction activities, and as directed by the Contracting Officer. Payment will include, but not be limited to delivery, layout, slope preparation, trenching, fabric and material installation, seeding, mulching, tackifying, establishment, repair and reseeding, staking, cleanup, and removal. Separate payment will not be made for maintenance, repair, reseeding, and irrigation (if needed) to achieve the performance standards in Section 32 92 33 GRASS SEEDING AND EROSION CONTROL.

1.3.6.2 Unit of Measure

Unit of measure: Job

1.3.7 YEAR 2: Live Cuttings

1.3.7.1 Payment

Payment shall be made in full compensation for all labor, materials, incidentals, and costs associated with planting live cuttings. Work shall

SECTION 01 22 00 Page 13 January 27, 2022 be according to Section 32 92 33 GRASS SEEDING AND EROSION CONTROL, and as directed by the Contracting Officer.