B08 - W9123822B0006 - Specification Amendment 1 - 20220308.pdf

AMENDMENT 0001 (AM0001)

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

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

03/22

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 SURVEYING

1.16.1 Site 2-3 Earthwork Surveys

1.16.2 Off-Site Disposal Area Surveys

1.16.3 Site 2-2 Soil Fill Surveys

1.16.4 Soil-Filled Cobble and Soil-Filled Rock Surveys

1.16.5 Topsoil Surveys

1.17 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 March 2022 Amendment 0001

SECTION 01 00 00

GENERAL REQUIREMENTS

03/22

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 March 2022

Preconstruction Quantity Survey Plan; G

Preconstruction Access Road and Staging Area Survey; G

Transient Population Safety Plan; G

SD-05 Design Data

Site 2-3 Earthwork Surveys; G

Off-Site Disposal Area Surveys; G

Site 2-2 Soil Fill Surveys; G

Soil-Filled Cobble and Soil-Filled Rock Surveys; G

Topsoil Surveys; G

SD-11 Closeout Submittals; G

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

SECTION 01 00 00 Page 3 March 2022

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:

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.

SECTION 01 00 00 Page 4 March 2022

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

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.

SECTION 01 00 00 Page 5 March 2022

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.

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

SECTION 01 00 00 Page 6 March 2022 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.

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

SECTION 01 00 00 Page 7 March 2022

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 Officer.

1.16 SURVEYING

All surveys for control of the construction and for measurement and payment purposes shall be performed by the Contractor and verified by the Contracting Officer's Representative. The Contractor shall provide unrestricted access to the areas to be surveyed. The Contractor shall be responsible for the preservation of project alignments and elevation benchmark reference points. Reference points damaged or destroyed by the operations of the Contractor will be replaced by the Government at the Contractor's expense. Unless authorized by the Contracting Officer, any work done without line and grade will be done at the Contractor's risk.

The Contractor shall perform all surveys using a Registered Civil Engineer or Licensed Land Surveyor, licensed to perform surveying in the State of California. The Contracting Officer's Representative shall perform quality assurance on the Contractor's surveys. Any discrepancies between the Contractor's survey and the Government's quality assurance will be resolved between the Contractor and the Contracting Officer. The Contracting Officer will make the final determination in the event a satisfactory resolution is not obtained. The survey intervals specified in this paragraph shall be reduced, or additional cross sections or data points shall be added, to document special features such as ramps or changes in grade or as needed to properly document the construction. The Contractor shall provide all survey data to the Contracting Officer's Representative no later than 24 hours after its collection, in an ASCII digital format. The format of the digital data shall be comma delineated as follows: point number, northing, easting, and elevation. The digital submittal shall include a "read me" file containing a description of where the data was taken (including project reach and stationing), the purpose of the survey (i.e., survey for measurement and payment, clearing and grubbing), and the date of the staking and/or data collection for each data file.

In addition to the digital file submittal, a cross section drawing at each station represented by the digital data file shall be submitted to the Contracting Officer's Representative no later than five (5) working days after the data collection. Each subsequent survey shall plot the additional information on the cross section drawing. The drawings shall identify the source data file(s) and date(s) when the survey was performed. The failure of the Contractor to submit the survey data within the time specified will jeopardize the Contracting Officer's Representative ability to evaluate the progress of the work for determining measurement and payment. In addition to the average end area calculations for payment, digital terrain models shall be submitted for

SECTION 01 00 00 Page 8 March 2022 all surveys used to generate construction quantities. All surveys performed for top of levee profiles and for quantity calculations shall be performed with conventional survey methods using total station survey equipment and by performing closed level loop surveys tying to established benchmarks. Cross sections used to quantify measurement and payment items shall extend 10 feet beyond the limits of work. The cross sections shall be tied into the baseline, and a reproducible plot of the section (one 1 inch = 5 feet vertical scale, 1 inch = 20 feet horizontal scale) shall be furnished to the Contracting Officer's Representative.

As a minimum, the Contractor shall furnish the following surveys:

1.16.1 Site 2-3 Earthwork Surveys

1. Surveys for computing measurement and payment of earthwork shall include at a minimum: cross-section surveys completed prior to any removal of any strippings or stumps from the cross-section, cross-section surveys completed after stripping and grubbing has occurred, and cross-section surveys after excavation to final grade.

2. Cross-sections shall be located at minimum 200-foot intervals and at locations consistent with those provided in the Drawings.

Additional cross-sections may be included to improve quantity estimation.

3. All cross-sections will include points taken at each of the seven offsets (labeled A, B, C, D, E, F, and G) on Drawing Sheet C-301 at each survey. Additional points may be added to resolve features or otherwise improve quantity estimation.

4. The cross sections for each survey shall be at the same location (station) for all surveys.

1.16.2 Off-Site Disposal Area Surveys

1. Surveys for computing measurement and payment of excess satisfactory material transported and placed at the off-site disposal area defined in paragraph OFF-SITE DISPOSAL in Section 31 00 00 EARTHWORK shall include at a minimum: cross-section surveys completed prior to any placement of material but after any stripping activities or establishment of haul-routes at the off-site disposal area, and cross-section surveys of the final grade of each stockpile.

2. Cross-sections shall be located at minimum 100-foot intervals.

Cross-sections should be completed perpendicular to both the length and width of the stockpiled material (i.e. cross-sections at 100 foot intervals in the lengthwise direction will be perpendicular to cross-sections taken at 100-foot intervals in the widthwise direction.)

3. Cross-sections will include topographic points taken every 20 feet along the length of the cross-section.

4. The cross sections for each survey shall be at the same location (station) for all surveys.

5. Intermediate surveys to define quantities for progress payments must include the entire footprint of the stockpile location.

SECTION 01 00 00 Page 9 March 2022

1.16.3 Site 2-2 Soil Fill Surveys

1. Surveys for computing measurement and payment of soil fill at Site 2-2 shall include at a minimum: cross-section surveys completed after stripping and grubbing has occurred, and cross-section surveys after installation of soil fill to establish the finshed subgrade for rock placement at Site 2-2.

2. Cross-sections shall be located at 50 foot intervals. Additional cross-sections may be included to improve quantity estimation.

3. The cross sections for each survey shall be at the same location (station) for all surveys.

1.16.4 Soil-Filled Cobble and Soil-Filled Rock Surveys

1. Surveys for computing measurement and payment of soil-filled cobble and soil-filled rock shall include at a minimum: cross-section surveys of the finished subgrade, and cross-section surveys of the completed top of rock surface.

2. Cross-sections shall be located at 50 foot intervals. Additional cross-sections may be included to improve quantity estimation.

3. The cross sections for each survey shall be at the same location (station) for all surveys.

1.16.5 Topsoil Surveys

1. Surveys for computing measurement and payment of topsoil shall include at a minimum: cross-section surveys of the completed top of rock surface where topsoil is to be placed, and cross-section surveys of the completed top soil surface.

2. Cross-sections shall be located at minimum 50 foot intervals.

Additional cross-sections may be included to improve quantity estimation.

3. The cross sections for each survey shall be at the same location (station) for all surveys.

1.17 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, SECTION 01 00 00 Page 10 March 2022 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 11 March 2022

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

03/22

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 Measurement

1.2.7.3 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 Measurement

1.2.9.3 Unit of Measure

1.2.10 YEAR 1: Site 2-3: Riprap Channel

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

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

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 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

SECTION 01 22 00 Page 1 March 2022

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

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

1.2.17 YEAR 1: Site 2-3: Cobble/Soil Mix

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.17.3 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 Measurement

1.3.7.3 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 Measurement

1.3.9.3 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 Measurement

1.3.10.3 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 Measurement

SECTION 01 22 00 Page 2 March 2022

1.3.11.3 Unit of Measure

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

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

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

1.3.13.1 Payment

1.3.13.2 Measurement

1.3.13.3 Unit of Measure

1.3.14 YEAR 2: Site 2-3: Clean Rock

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

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

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

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

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 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 Measurement

1.3.18.3 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 Measurement

1.3.19.3 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: Soil Fill

SECTION 01 22 00 Page 3 March 2022

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: Blended Bedding

1.3.27.1 Payment

1.3.27.2 Measurement

1.3.27.3 Unit of Measure

1.3.27.4 Weigh Bills and Delivery Tickets

1.3.28 YEAR 2: Site 2-2: Aggregate-Filled Rock

1.3.28.1 Payment

1.3.28.2 Measurement

1.3.28.3 Unit of Measure

1.3.28.4 Weigh Bills and Delivery Tickets

1.3.29 YEAR 2: Site 2-2: Topsoil

1.3.29.1 Payment

1.3.29.2 Measurement

1.3.29.3 Unit of Measurement

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

1.3.30.1 Payment

1.3.30.2 Measurement

1.3.30.3 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 4 March 2022

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

03/22

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 the 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 live cuttings, and seeding. The Contractor will need to demolish items identified on the Year 1 Demolition Drawing 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

SECTION 01 22 00 Page 5 March 2022

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 Drawing 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.

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.

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.

SECTION 01 22 00 Page 6 March 2022

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 Year 1 Construction as specified in Section 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL. The price shall also include the Contractor's acceptance of any Notice of Intents and filing any Notice of Change for the Year 1 Construction footprint as described 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

SECTION 01 22 00 Page 7 March 2022

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, Drawings, 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 Measurement

Payment will be measured by counting each live cutting installed in accordance with the Drawings and Section 32 92 33 GRASS SEEDING AND

EROSION CONTROL.

1.2.7.3 Unit of Measure

Unit of measure: Approved installation of each live cutting.

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 shall include any off-site disposal permits and fees.

1.2.8.2 Unit of Measure

Unit of measure: Job

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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 to produce the finished lines and grades on the Drawings and in accordance with Section 31 00 00 EARTHWORK. Excavation to establish subgrade, material handling, and backfilling operations related to the demolition of existing facilities identified on the Year 1 drawings, installation of Launchable Spurs, Rock Tie-Backs, Cobble/Soil Mix, Instream Wood Material (IWM), Riprap Channel, and all other Site 2-3 features shall be included in the CLIN associated with the project feature being installed. Payment shall include the cost of all survey work, including interim surveys to inform the Contractor's calculation of earthwork progress payments.

1.2.9.2 Measurement

Earthwork will be measured for payment by the cubic yard of material comprising the difference between pre-project site conditions and the finished lines and grades on the Drawings and in accordance with Section 31 00 00 EARTHWORK. The volumetric quantity of the material will be based on the computed volume between the surveys defined paragraph SITE 2-3 EARTHWORK SURVEYS in Section 01 00 00 GENERAL REQUIREMENTS. Payment for earthwork volumes that deviate from the finished lines and grades as shown on the Drawings shall not be made unless the Contractor obtains prior approval from the Contracting Officer.

1.2.9.3 Unit of Measure

Unit of measure: Cubic Yard (CY)

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, including excavating to subgrade, preparing subgrade, soil material handling, placement of bedding material, placement of concrete cut-off wall, backfilling, and all incidentals necessary to construct the Riprap Channel 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 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 Measurement

Measure quarry stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and round the final quantity of each truckload to the nearest whole ton. Weigh empty vehicles used for hauling materials daily, at such time as desired, and each must bear a plainly legible identification mark.

1.2.10.3 Unit of Measure

Unit of measure: Ton (2,000 pounds)

SECTION 01 22 00 Page 9 March 2022

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. Payment shall include the cost of all survey work, including interim surveys to inform the Contractor's calculation of excess material off-haul progress payments.

1.2.11.2 Measurement

Off-site disposal of satisfactory Excess Material will be measured for payment by the cubic yard. The volumetric quantity of the material will be based on the computed volume of the final grade of each stockpile as defined in paragraph OFF-SITE DISPOSAL AREA SURVEYS in Section 01 00 00

GENERAL REQUIREMENTS.

1.2.11.3 Unit of Measure

Unit of measure: Cubic Yard (CY)

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 aggregate filled quarry stone, including excavating to subgrade, preparing subgrade, soil material handling, backfilling, mixing aggregate and quarry stone to create aggregate-filled rock, 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, including excavating to subgrade, preparing subgrade, placing bedding material, soil material handling, mixing soil fill with quarry stone, backfilling, 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.

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.

SECTION 01 22 00 Page 10 March 2022

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 paragraph TOPSOIL SURVEYS in Section 01 00 00 GENERAL REQUIREMENTS. 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 STABILIZATION, as shown on the Drawings, and as directed by the Contracting Officer.

SECTION 01 22 00 Page 11 March 2022

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.