A_-_4637_-_Bid_Special_Provisions_Combined.pdf

COUNTY OF SACRAMENTO

COMMUNITY SERVICES AGENCY

DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS FOR:

EL CAMINO AVENUE AT KENT DRIVE

TRAFFIC SIGNAL PROJECT

FULTON AVENUE TO KENT DRIVE

CONTRACT NO. 4637

NOTE: THE COUNTY OF SACRAMENTO 2016 STANDARD CONSTRUCTION SPECIFICATIONS, REVISED MAY

1, 2023 AND THE STATE OF CALIFORNIA DEPARTMENT ON TRANSPORTATION STANDARD SPECIFICATIONS

DATED 2023 ARE HEREBY MADE PART OF THESE SPECIFICATIONS. A COPY OF THE SACRAMENTO

STANDARD CONSTRUCTION SPECIFICATIONS MAY BE DOWNLOADED FROM THE COUNTY WEBSITE AT

WWW.SACCOUNTYSPECS.NET.

Bids Open: August 29, 2024

DAVID DEFANTI, CONTRACT NO. 4637

Deputy County Executive DATE: July 23, 2024

RON E. VICARI, Director

Department of Transportation http://www.saccountyspecs.net/

COMMUNITY SERVICES AGENCY

DEPARTMENT OF TRANSPORTATION

EL CAMINO AVENUE AT KENT DRIVE

TRAFFIC SIGNAL PROJECT

FULTON AVENUE TO KENT DRIVE

COUNTY CONTRACT NO. 4637

SPECIAL PROVISIONS

GENERAL

TO BE SUPPLEMENTED WITH 2016 SACRAMENTO COUNTY STANDARD

CONSTRUCTION SPECIFICATIONS, REVISED MAY 1, 2023 AND THE STATE OF

CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

DATED 2023.

THE SPECIAL PROVISIONS CONTAINED HEREIN HAVE BEEN PREPARED BY OR UNDER

THE DIRECTION OF THE FOLLOWING REGISTERED PEOPLE:

ROADWAY:

SIGNED: _____________________

Joshua Iniguez, PE

Registered Civil Engineer

CONTRACT NO. 4637 EL CAMINO AVENUE AT KENT DRIVE TRAFFIC SIGNAL PROJECT

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TABLE OF CONTENTS

SECTION 1 – TERMS AND DEFINITIONS

SECTION 2 - BID REQUIREMENTS AND CONDITIONS

2-1 BID PROPOSAL

2-2 PREPARATION AND SUBMISSION OF BIDS

2-6 COMPETENCY OF BIDDERS

2-8 SUBCONTRACTORS

2-9 ADDENDA

2-11 BID GUARANTEE

2-12 WITHDRAWAL OF BID

2-13 PUBLIC OPENING OF BIDS

SECTION 3 - AWARD AND EXECUTION OF CONTRACT

3-7 EXECUTION OF CONTRACT

3-9 INSURANCE

3-9.01 GENERAL LIABILITY

3-9.02 AUTOMOBILE LIABILITY

3-9.03 WORKERS COMPENSATION

3-9.08 CONTRACTOR'S POLLUTION LIABILITY

SECTION 4 – SCOPE OF WORK

4-11 LANDS AND RIGHTS-OF-WAY

4-13 DESCRIPTION OF WORK

SECTION 5 - CONTROL OF WORK AND MATERIALS

5-5 COOPERATION WITH OTHER ENTITIES

5-6 CONTRACTORS DISMISSAL OF UNSATISFACTORY EMPLOYEES

5-9.01 AGENCY-FURNISHED SURVEYS

5-14 SUBSTITUTIONS

5-16 MATERIALS SAMPLING AND TESTING

5-16.01 CONTROL OF MATERIALS

SECTION 6 – LEGAL RELATIONS AND RESPONSIBILITIES

6-1.02 PREVAILING WAGE

6-11 EXISTING UTILITIES

SECTION 7 – PROSECUTION OF THE WORK

7-1 BEGINNING OF WORK

7-1.01 ORDER OF WORK

7-8 PEAK HOURS, HOURS OF DARKNESS, HOLIDAYS, AND WEEKEND

7-8.01 ALLOWABLE TIMES AND HOURS OF WORK

7-8.02 OFF-PERIOD WORK

7-12 DELAYS

7-15 TIME OF COMPLETION

SECTION 8 – MEASUREMENT AND PAYMENT

8-2.02 UNIT PRICE CONTRACT

8-10 LIQUIDATED DAMAGES FOR DELAY

SECTION 10 - ENVIRONMENTAL CONTROLS AT WORK SITE

10-4 EROSION SEDIMENT AND WATER POLLUTION CONTROL

10-4.06 WATER POLLUTION CONTROL PROGRAM (WPCP)

10-4.09 PAYMENT

10-4.10 BMP SCHEDULE OF VALUES

10-9 SANITARY REGULATIONS

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10-13 PROTECTION OF EXISTING TREES

10-13.01 ARBORIST SERVICES

SECTION 11 – PRECONSTRUCTION PHOTOGRAPHS AND RECORD DRAWINGS

11-2 PRECONSTRUCTION PHOTOGRAPHS

SECTION 12 - SAFETY, PUBLIC CONVENIENCE, AND TRAFFIC CONTROL

12-1 SAFETY

12-2.02 PEDESTRIAN AND BICYCLE ACCESS

12-2.04 ACCESS TO DRIVEWAYS, HOUSES, AND BUILDINGS

12-3 PUBLIC SAFETY AND TRAFFIC CONTROL

12-3.04 FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY TRAFFIC CONTROLS

12-3.07 CONSTRUCTION SIGNS

12-3.08 TEMPORARY BRIDGING OF EXCAVATIONS AND TRENCHES

12-3.16 TEMPORARY PAVEMENT DELINEATION

12-4.01 TEMPORARY PATTERN CHANGES

12-4.02 TRAFFIC CONTROL PLANS (TCP)

SECTION 13 – EXISTING FACILITIES

13-1.03 TEMPORARY CONSTRUCTION EASEMENTS

13-2 REMOVING EXISTING FACILITIES

13-2.09 REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS

SECTION 14 – RESTORATION OF SURFACES

14-3.01.C(2) MAJOR ROADWAYS

14-3.04.A SLURRY SEAL (TYPE 2)

14-7 MEASUREMENT AND PAYMENT

SECTION 15 – CLEARING AND GRUBBING

15-1 GENERAL

15-1.06 MISCELLANEOUS

SECTION 18 – EARTHWORK

18-2 ROADWAY EXCAVATION

SECTION 22 – BASE MATERIAL

22-2 CLASS 2 AGGREGATE BASE

SECTION 23 – ASPHALT CONCRETE

23-1 GENERAL

23-1.01 DESCRIPTION

23-1.02 ABBREVIATIONS

23-1.03 DEFINITIONS

23-1.04 SUBMITTALS

23-2 QUALITY ASSURANCE

23-2.01 GENERAL

23-2.02 LABORATORIES

23-2.03 HOT MIX ASPHALT PLANTS

23-2.04 TEST METHODS

23-2.05 QUALITY CONTROL

23-2.05.A GENERAL

23-2.05.B QUALITY CONTROL PLAN

23-2.06 DISPUTE RESOLUTION

23-3 MATERIALS

23-3.01 AGGREGATES

23-3.01.A GENERAL

23-3.01.B QUALITY

23-3.01.C GRADATIONS

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23-3.02 RECLAIMED ASPHALT PAVEMENT

23-3.03 ASPHALT BINDER

23-3.04 LIQUID ANTISTRIP

23-3.05 TACK COAT

23-4 MIX DESIGNS

23-4.01 GENERAL

23-4.02 REQUIREMENTS

23-4.02.A GENERAL

23-4.02.B RECLAIMED ASPHALT PAVEMENT

23-4.02.C TREATMENTS

23-4.02.D WARM MIX ASPHALT TECHNOLOGY

23-4.03 JOB MIX FORMULAS

23-4.03.A GENERAL

23-4.03.B SUBMITTALS

23-4.03.B.1 GENERAL

23-4.03.B.2 LIQUID ANTISTRIP TREATMENT

23-4.03.B.3 WARM MIX ASPHALT TECHNOLOGY

23-4.03.C VERIFICATION

23-4.03.D AUTHORIZATION

23-4.03.E RENEWAL

23-4.03.F MODIFICATION

23-5 PRODUCTION

23-5.01 GENERAL

23-5.02 WARM MIX ASPHALT TECHNOLOGY

23-5.03 PRODUCTION START-UP EVALUATION

23-5.04 QUALITY CONTROL

23-5.04.A GENERAL

23-5.04.B AGGREGATE

23-5.04.B.1 GENERAL

23-5.04.B.2 GRADATIONS

23-5.04.C RECLAIMED ASPHALT PAVEMENT

23-5.04.D LIQUID ANTISTRIP TREATMENT

23-5.04.E WARM MIX ASPHALT TECHNOLOGY

23-5.04.F HOT MIX ASPHALT MIXTURES

23-6 CONSTRUCTION

23-6.01 GENERAL

23-6.02 EQUIPMENT

23-6.02.A SPREADING EQUIPMENT

23-6.02.B MATERIAL TRANSFER VEHICLE

23-6.02.C HAULING EQUIPMENT

23-6.03 SURFACE PREPARATION

23-6.04 TACK COAT

23-6.05 PLACEMENT

23-6.05.A GENERAL

23-6.05.B LONGITUDINAL JOINTS

23-6.06 COMPACTION

23-6.07 SMOOTHNESS

23-6.08 QUALITY CONTROL

23-6.08.A HMA DENSITY

23-9 ACCEPTANCE

23-9.01 GENERAL

23-9.02 HMA DENSITY

23-10 RUBBERIZED HOT MIX ASPHALT-GAP GRADED

23-10.01 GENERAL

23-10.01.A SUMMARY

23-10.02 SUBMITTALS

23-10.02.A GENERAL

23-10.02.B JOB MIX FORMULA

23-10.02.C ASPHALT RUBBER BINDER

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23-10.03 QUALITY ASSURANCE

23-10.03.A JOB MIX FORMULA VERIFICATION

23-10.04 QUALITY CONTROL

23-10.04.A ASPHALT RUBBER BINDER

23-10.04.A.1 GENERAL

23-10.04.A.2 ASPHALT MODIFIER

23-10.04.A.3 CRUMB RUBBER MODIFIER

23-10.04.A.4 ASPHALT RUBBER BINDER

23-10.04.B AGGREGATES

23-10.04.C RUBBERIZED HOT MIX ASPHALT-GAP GRADED PRODUCTION

23-10.05 DEPARTMENT ACCEPTANCE

23-10.05.A GENERAL

23-10.05.B ASPHALT RUBBER BINDER

23-10.05.B.1 GENERAL

23-10.05.B.2 ASPHALT MODIFIER

23-10.05.B.3 CRUMB RUBBER MODIFIER

23-10.05.B.4 ASPHALT RUBBER BINDER

23-10.06 MATERIALS

23-10.06.A RUBBERIZED HOT MIX ASPHALT-GAP GRADED MIX DESIGN

23-10.06.B ASPHALT RUBBER BINDER

23-10.06.B.1 GENERAL

23-10.06.B.2 ASPHALT MODIFIER

23-10.06.B.3 CRUMB RUBBER MODIFIER

23-10.06.B.4 DESIGN AND PROFILE

23-10.06.B.5 ASPHALT RUBBER BINDER PRODUCTION

23-10.06.B.5.A GENERAL

23-10.06.B.5.B MIXING

23-10.06.C AGGREGATES

23-10.06.C.1 GENERAL

23-10.06.C.2 AGGREGATE GRADATIONS

23-10.06.D RUBBERIZED HOT MIX ASPHALT-GAP GRADED PRODUCTION

23-10.07 CONSTRUCTION

23-11 MEASUREMENT AND PAYMENT

23-12 COMPENSATION ADJUSTMENTS FOR PRICE INDEX FLUCTUATIONS

23-12.01 GENERAL

23-12.02 ASPHALT QUANTITIES

23-12.03 PAYMENT ADJUSTMENTS

SECTION 25 – PORTLAND CEMENT CONCRETE (PCC) PAVEMENT

25-13 PCC DRIVEWAY CONFORMS

SECTION 27 – CURBS, GUTTERS, SIDEWALKS, AND DRAINAGE STRUCTURES

27-1 GENERAL

27-5 SIDEWALKS

27-5.04 PCC WALK CONFORMS

27-8 CURB RAMPS AND DRIVEWAYS

27-8.03 DETECTABLE WARNING SURFACE

27-16 PCC CURBS AND CURBS & GUTTER

27-16.01 PCC MEDIAN CURB

SECTION 34 – SIGNS

34-3 ROADSIDE SIGNS

34-4 PAYMENT

SECTION 45 – CHAIN LINK FENCE

45-1 GENERAL

45-5 CHAIN LINK FENCE – SLATTED

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SECTION 48 – TRAFFIC STRIPES AND PAVEMENT MARKINGS

48-2 THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS

48-3 PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS

48-7 PAVEMENT MARKERS

SECTION 49 - SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS

49-1 GENERAL

49-1.06 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS

49-1.10 SIGNAL TURN ON

49-1.11 CONTRACTOR SUPPLIED EQUIPMENT

49-2.02 TRENCHING AND BORING

49-2.02.A EARTH SAW TRENCHING

49-2.02.B DIRECTIONAL BORE

49-2.04 FOUNDATIONS

49-2.05 STANDARDS, STEEL PEDESTALS, AND POSTS

49-2.06 CONDUIT

49-2.07 PULL BOXES

49-2.08 CONDUCTORS

49-2.08.A SIGNAL INTERCONNECT CABLE

49-2.08.A TRAFFIC SIGNAL INTERCONNECT

49-2.08.A.(1) CONDUIT

49-2.08.A.(2) EXISTING SPLICE BOXES AND PULL BOXES

49-2.08.A.(3) FIBER SPLICE BOXES AND PULL BOXES

49-2.08.A.(4) FIBER OPTIC CABLE, SPLICING, AND CLOSURES

49-2.08.A.(5) FIBER PATCH PANELS

49-2.08.B INTERCONNECT CABLE TESTING AFTER INSTALLATION

49-2.08.B TRAFFIC SIGNAL INTERCONNECT CABLE AND SYSTEM TESTING

49-2.15 SCHEDULE OF VALUES

49-5 DETECTORS

49-5.01 VEHICLE DETECTORS

49-5.01 LOOP DETECTORS

49-5.01.A CONSTRUCTION MATERIALS

49-5.01.B INSTALLATION DETAILS

49-5.01.D VIDEO DETECTOR SYSTEM

49-5.02 VIDEO OR HYBRID VIDEO/RADAR DETECTION SYSTEM

49-5.02.A INSTALLATION

49-5.02.B WARRANTY

49-5.02 EMERGENCY VEHICLE DETECTOR CABLE, DETECTORS, AND PHASE SELECTORS

49-5.03 EMERGENCY VEHICLE DETECTOR CABLE, DETECTORS, AND PHASE SELECTORS

49-5.03 PEDESTRIAN PUSH BUTTONS

49-5.04 PEDESTRIAN PUSH BUTTONS

49-6 LIGHTING

49-6.03 LIGHT EMITTING DIODE (LED) LUMINAIRES

49-6.04 STREET LIGHTS

49-7 AGENCY – SUPPLIED EQUIPMENT

49-7.01 SIGNAL MAST ARM STREET NAME SIGNS

49-9 PAYMENT

49-9 IP CAMERA

49-9.01 IP CAMERA MOUNTING

49-9.02 IP CAMERA COMMUNICATION CABLE AND CONNECTORS

49-9.03 ETHERNET SURGE PROTECTOR AND PATCH CABLES

49-10 APPROVED EQUALS

49-11 PAYMENT

APPENDIX

BID PROPOSAL ............................................................................................................................................................ A BMP SCHEDULE OF VALUES .................................................................................................................................... B SACDOT REVISED STD DETAILS ............................................................................................................................. C vi

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COMMUNITY SERVICES AGENCY

DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

SECTION 1 – TERMS AND DEFINITIONS

The 2016 County of Sacramento, Community Services Agency Standard Construction Specifications, revised May 1, 2023 and these Special Provisions shall control all work to be done under this contract. In case of conflict between these Special Provisions and the Standard Construction Specifications, these

Special Provisions shall take precedence over and be used in lieu of the conflicting portions.

Unless otherwise specified, the California Department of Transportation (State) Specifications, Revised

Standard Specifications, and State Standard Plans, DATED 2023, shall be the version used when referenced in these Special Provisions.

The Standard Construction Specifications, which are incorporated by reference in the Contract Documents, may be downloaded from the County website at www.saccountyspecs.net.

SECTION 2 - BID REQUIREMENTS AND CONDITIONS

2-1 BID PROPOSAL

The following is to be added before the last sentence of the first paragraph:

Signatures scanned or transmitted electronically shall be deemed original signatures for purposes of the Bid, with such scanned signatures having the same legal effect as original signatures.

The first sentence of the second paragraph is deleted and replaced with the following:

The Bid must be made on the bid proposal form furnished by the Agency as follows:

2-2 PREPARATION AND SUBMISSION OF BIDS

The fifth and sixth paragraphs of Section 2-2, “Preparation and Submission of Bids,” of the Standard

Construction Specifications are hereby deleted in their entirety and replaced as follows:

Bids must be submitted on the Agency's eProcurement system website as indicated in the Notice to

Bidders. All Bid pricing, forms, and attachments requested in the online Bid posting must be completed and submitted no later than the date and time indicated in the Notice to Bidders or subsequent

Addendum in order for the Bid to be considered by the Agency. Bidders will receive confirmation from the Agency’s eProcurement system providing the date and time that the Bid was received by the

Agency’s eProcurement system. Late Bids will not be accepted by the Agency. Bids delivered by hand, fax, telephone, e-mail, or any postal carrier will not be accepted by the Agency.

http://www.saccountyspecs.net/

2-6 COMPETENCY OF BIDDERS

Replace the first sentence of the second paragraph of Section 2-6, “Competency of Bidders” of the Standard

Construction Specifications with the following:

Bidders must upload a copy of the Statement of Experience and Business Standing form and submit it with their Bid in the Agency’s eProcurement system. The bidder must submit a form for each subcontractor designated in the bid.

2-8 SUBCONTRACTORS

The Contractor’s attention is directed to the provisions in Section 2-8, “Subcontractors,” of the Standard

Construction Specifications and these Special Provisions.

No subcontract releases the Contractor from the contract or relieves the Contractor of their responsibility for a Subcontractor's work. If the Contractor violates Public Contract Code § 4100 et seq., the County of Sacramento may exercise the remedies provided under Public Contract Code § 4110. The County of

Sacramento may refer the violation to the Contractors State License Board as provided under Public

Contract Code § 4111. Each subcontract must comply with the terms of the contract. Each

Subcontractor must have an active and valid State Contractor's license with a classification appropriate for the work to be performed (Bus & Prof Code, § 7000 et seq.). The Contractor shall submit copies of subcontracts upon request by the Engineer. Before subcontracted work starts, the Contractor shall submit a Subcontracting Request form (CEM-1201). Do not use a debarred Contractor; a current list of debarred Contractors is available at the Department of Industrial Relations' Web site. Upon request by the Engineer, immediately remove and not again use a Subcontractor who fails to prosecute the work satisfactorily.

The following is added after the last sentence of the fourth paragraph of Section 2-8, “Subcontractors,” of the Standard Construction Specifications:

“Bidders must complete all requested fields for each Subcontractor listed on the designation of subcontractors form provided in the Agency's eProcurement system and upload and submit a completed form with their Bid. Failure to do so may be cause to reject the Bid.“

2-9 ADDENDA

Section 2-9, “Addenda,” to be deleted and replaced with the following:

The correction of material discrepancies in, or material additions to/omissions from, the Plans, Specifications, or other Contract document, or an interpretation thereof, during the bidding period will be made only by an Addendum issued by the Agency. Addenda will be posted on the Agency's eProcurement system website and available for review by all Bidders. Bidders must acknowledge any

Addenda before submitting a Bid. All Addenda become part of the Contract upon issuance.

Interpretations or explanations not included in an Addenda will not be considered binding.

2-11 BID GUARANTEE

The following is hereby added to Section 2-11, “Bid Guarantee,” of the Standard Construction

Specifications:

Bidders must upload a copy of their Bid Guarantee and submit it with their Bid in the Agency's eProcurement system. After Bids are opened and the apparent low bid is identified, the apparent low

Bidder must deliver their original Bid Guarantee to the Agency by 4:00 PM the first Monday following

Bid Opening, to: County of Sacramento, Contracts & Purchasing Division, 9660 Ecology Lane, Sacramento, CA 95827.

2-12 WITHDRAWAL OF BID

Section 2-12, “Withdrawal of Bid,” of the Standard Construction Specifications is hereby deleted and replaced with the following:

A Bid may be withdrawn prior to the time stated for the submission of Bids in the Notice to

Contractors by canceling or deleting the submitted Bid in the Agency's eProcurement system. The withdrawal of a Bid does not prejudice the right of a Contractor to file a new or revised Bid in accordance with the Notice to Contractors. Bids may be revised in the Agency's eProcurement system prior to the Bid due date and time.

2-13 PUBLIC OPENING OF BIDS

Section 2-13, “Public Opening of Bids,” of the Standard Construction Specifications is hereby deleted and replaced with the following:

Bids will be publicly opened by electronically unsealing the Bids on the Agency's eProcurement system website as indicated in the Notice to Bidders or a subsequent Addendum. Bidders and the public can view Bids received on the Agency's eProcurement system website after the Bid due date and time.

SECTION 3 - AWARD AND EXECUTION OF CONTRACT

3-7 EXECUTION OF CONTRACT

Any executed documents not handled through DocuSign shall be delivered to the following address:

Department of General Services, Contract and Purchasing Services Division

9660 Ecology Lane, Sacramento, CA 95827

Contract No. 4637 El Camino Avenue at Kent Drive Traffic Signal

Where electronic submittals of documents are identified as acceptable within these special provisions, the

Contractor may contact the Project Manager listed in the Notice to Contractors to coordinate an electronic submittal of the required documents.

3-9 INSURANCE

Contractor’s attention is directed to Section 3-9, “Insurance”, of the Standard Construction Specifications.

3-9.01 GENERAL LIABILITY

Subparagraph of the first paragraph of section 3-9.01, “General Liability” of the Standard Construction

Specifications is amended to read as follows:

Each Occurrence Two Million Dollars ($2,000,000)

Products and Completed Operations Aggregate Four Million Dollars ($4,000,000)

Personal and Advertising Injury Two Million Dollars ($2,000,000)

General Aggregate Four Million Dollars ($4,000,000)

Fire Damage One Hundred Thousand Dollars ($100,000)

3-9.02 AUTOMOBILE LIABILITY

Subparagraph of the first paragraph of Section 3-9.02, “Automobile Liability” of the Standard Construction

Specifications is amended to read as follows:

Bodily Injury and Property Damage

Combined Single Limit Two Million Dollars ($2,000,000)

3-9.03 WORKERS COMPENSATION

Subparagraph of the first paragraph of Section 3-9.03, “Workers Compensation,” of the Standard

Construction Specifications is amended to read as follows:

• Contractor must comply with applicable sections of Title 8; CCR; Chapter 4-Division of

Industrial Safety.

The Contractor’s attention is directed to Section 3-9.09, “Other Provisions,” of the Standard Construction

Specifications.

3-9.08 CONTRACTOR'S POLLUTION LIABILITY

Section 3-9.08 “Contractor's Pollution Liability Insurance” of the Standard Construction Specifications is amended to read as follows:

In the event that hazardous materials are identified prior to construction, or are encountered as an unforeseen condition during construction, the Contractor, or its environmental Subcontractor, shall procure, maintain, and keep in force at all times during the term of the Contract, at the Contractor’s sole expense, Contractor’s

Pollution Liability insurance with limits not less than:

Each Occurrence or Claim One Million Dollars ($1,000,000)

General Aggregate One Million Dollars ($1,000,000)

SECTION 4 – SCOPE OF WORK

4-11 LANDS AND RIGHTS-OF-WAY

The Contractor’s attention is directed to Section 4-11, “Lands and Rights-of-Way,” of the Standard

Construction Specifications and these Special Provisions.

The County rights-of-way shall be used only for purposes that are necessary to perform the required work.

The Contractor shall not occupy the rights-of-way, or allow others to occupy the rights-of-way, for purposes, which are not necessary to perform the required work. Determination of “necessary to perform work” will be made by the Engineer if necessary.

Use of the Contractor's work areas shall be at the Contractor's own risk, and the County shall not be held liable for any damage to or loss of materials or equipment located within such areas. Utilities, including but not limited to water or electricity, will not be provided and shall be the sole responsibility of the

Contractor.

Residence trailers will not be allowed within the County rights-of-way.

No vehicles, construction equipment, mobile home/office, supplies, materials or facilities shall be driven, parked, stockpiled or located within the driplines of oak trees.

The Contractor shall remove all equipment, materials, and rubbish from the work areas, which the

Contractor occupies; and shall leave the areas in a presentable condition.

Full compensation for complying with the requirements of this section shall be considered incidental to the project and no additional compensation will be allowed therefor.

4-13 DESCRIPTION OF WORK

This project will install a new traffic signal at the intersection of El Camino Avenue and Kent Drive and signal interconnect along El Camino Avenue between Fulton Avenue and Kent Drive. The project work to be performed under this contract includes the furnishing of all labor, materials, and equipment for clearing

& grubbing, pavement slurry, replacement of curb & sidewalk, installation of traffic signals, installation of signal interconnect, and doing all other work specified on the plans and in the specifications.

Other items or details not mentioned above that are required by these Special Provisions shall be performed, placed, constructed, or installed in accordance with the Standard Construction Specifications and these

Special Provisions. The construction, materials, and workmanship for items of work on the plans, but not specifically mentioned in these Special Provisions are referred to the Standard Construction Specifications for conformance.

SECTION 5 - CONTROL OF WORK AND MATERIALS

5-5 COOPERATION WITH OTHER ENTITIES

Attention is directed to Section 5-5, “Cooperation with Other Entities,” of the Standard Construction

Specifications and Section titled “Existing Utilities,” of these Special Provisions.

Contractor shall fully cooperate and coordinate with all entities/utilities, including, but not limited to:

• Communication: AT&T and Comcast Cable

• Drainage: Sacramento County Water Resources

• Electric: Sacramento Municipal Utilities District (SMUD)

• Fire: Sacramento Metropolitan Fire District

• Gas: Pacific Gas & Electric (PG&E)

• Water: Sacramento Suburban Water

• Sewer: Sacramento Area Sewer District

The points of contact for the utility companies are listed on the title sheet of the Contract Plans.

5-6 CONTRACTORS DISMISSAL OF UNSATISFACTORY EMPLOYEES

Following to be added to Section 5-6:

The Contractor shall be polite to citizens encountered during the course of work. Loud music, foul language, and cursing are not permitted.

5-9.01 AGENCY-FURNISHED SURVEYS

Replace the Section 5-9.01, “Agency Furnished Surveys,” of the Standard Construction Specifications with the following:

“Unless otherwise noted in the Project Specifications or Special Provisions, construction stakes or marks will be set by the Agency. The Resident Engineer in consultation with the Project Surveyor will determine necessary lines and grades required for the completion of the work specified in these specifications, on the plans, and in the Special Provisions. From Agency-furnished line and grade stakes, the Contractor must lay out the Work and set working stakes as required for completion of the Work.

The Contractor is responsible for the accuracy of the Contractor’s own layout work.

All Contractor work using GNSS equipment shall be performed by or under the direction and supervision of a Contractor provided responsible-charge California Licensed Land Surveyor or

California Registered Civil Engineer authorized to practice land surveying in accordance with Business and Professions Code Section 8726. This includes, but not limited to, GNSS machine guidance, additional/supplemental layout outside of Agency provided stakes, setting of forms, checking grades of fixed structures or affixing computer generated models to project control. The Contractor must submit to the Agency, in writing and prior to the start of Work, the name and license information of the

California Licensed Land Surveyor or California Registered Civil Engineer.

Per Business and Professional Code Sections 8726 and 6731, the County of Sacramento shall not provide project survey control coordinates for contractor use of GNSS equipment, unless the contractor has on staff, or hires a survey consultant, a California Licensed Land Surveyor to be in responsible charge. If the contractor has said Licensed Land Surveyor, the County can provide control values for the project.

If the Contractor has/is a licensed staff member or has an arranged sub-contracted surveying consultant, the Contractor must provide contact and licensing information. The Licensed Land Surveyor and

Contractor shall be provided with a “Control Values – Disclaimer and Terms of Use” waiver, to assure compliance with having a California Licensed Land Surveyor in responsible charge, per Business and

Professions Code 8726. The California Licensed Land Surveyor and Contractor must sign the waiver prior to the County providing project survey control coordinates.

The contract ALLOWANCE for a California Licensed Land Surveyor or California Registered Civil

Engineer shall include full compensation for providing a California Licensed Land Surveyor or

California Registered Civil Engineer as necessary for doing all work as specified in the Contract in conformance with this Section.”

The Contractor must notify the Agency in writing at least 2 working days in advance of starting operations that require stakes or marks. Staking requests must take into consideration the level of effort required to provide the controlling stakes and priorities established as necessary. Advance notice must provide sufficient time to complete at least the first priority requested. Unless authorized by the Agency, work done without line and grade is at the Contractor’s risk.

The Agency will typically provide the following stakes:

1. Clearing & Sawcut Limits – The stakes/markings will be placed at even station intervals and/or any change in horizontal direction.

a. Stakes will be spaced so that the contractor can see from one stake to another but not less than 100 feet apart.

b. All sawcut markings will be set at actual locations.

2. Rough Grade – One line of stakes/markings spaced every 50 feet, horizontal and vertical angle points on each side of the construction to control cut/fill and slopes.

a. The markings will be placed in the asphalt outside of the proposed Sawcut line. If these points fall within 6 feet or less from the proposed Lip of Gutter they will be considered a Finished Grade stake and must be protected.

b. For areas of heavier grading, large channels or embankments slope staking will be provided, with cut/fill data to control the grading of the feature.

3. Finished Grade – One line of stakes/markings spaced every 50 feet and at back of walk angle points, centerline of driveways, and centerline of handicapped ramps.

a. Stakes/markings will be set at an offset from Lip of Gutter, with cut/fill to Lip of

Gutter or Gutter Flowline (whichever is provided in the approved plan set). Finished

Grade stakes must be used to control all elements of the structural section (subgrade, base, and pavement).

b. In the absence of curb, gutter and sidewalk (i.e., a median island) stakes will be set at an offset from Edge of Pavement, with cut/fill to Edge of Pavement.

c. All stakes provided for detached walk will be offset from the Top Back of Walk, with cut/fill to Top Back of Walk and will only be provided in transition areas. No stakes will be provided for detached walk that runs parallel with staked curb and gutter.

4. Traffic Signals, Lights and Joint Trench Boxes –

a. One offset to Top Back of Sidewalk (with either a line stake or radius point), with cut/fill to Top back of sidewalk.

b. One stake will be set at the actual location where signal/pole bases fall inside the sidewalk, with cut/fill to Finished Grade or Finished Surface (whichever occurs in the approved plan set).

c. Where no curb, gutter or sidewalk are to be constructed, two offset stakes (in line or at right angles) to the center of the proposed base will be set. Cut/fill data will be provided to the top of the Light/Pole Base.

d. Two stakes (in line or at right angles) will be set at the proposed Top Back of

Sidewalk, with cut/fill to Top Back of Walk for all electrical vaults, boxes, cabinet bases and non-specific joint trench features.

5. Sewer, Water and Storm Drain – One line of stakes/markings placed every 50 feet and horizontal/vertical angles offset to proposed pipe, with cut/fill to the flowline of pipe.

a. Manholes: One offset stake/marking to the center of the manhole (with line stake as necessary), with cut/fill to the pipe inverts and a cut/fill to the proposed rim elevation.

b. Drain Inlets: One offset stake/marking to the Lip of Gutter at the center of the drain inlet, with cut/fill to the Lip of Gutter.

c. Where no curb, gutter or sidewalk are to be constructed, two offset stakes (in line or at right angles) to the center of the proposed drain inlet/catch basin will be set. Cut/fill data will be provided to the grate.

6. Drainage Channels – One line of slope stakes spaced every 50 feet on each side of construction, except on channels with a width of 12 feet or less at the top of bank slope stakes, will only be set on one side of construction.

7. Drainage/Miscellaneous Structures –

a. One or two stakes necessary to locate structure offset to the center of structure, with cut/fill to flowline of pipe, grate, side opening, or other necessary feature (where not controlled by other improvements such as curb, gutter and sidewalk).

b. Offset to Lip of Gutter or Top Back of Curb (with line stake as necessary), with cut/fill to Lip of Gutter or Top Back of Curb.

8. Bridges/Major Structures – Agency furnished stakes will vary depending on the type and complexity of the structure. Generally, two stakes will be set for abutments, bents, wingwalls, etc., offset along the layout line, with a cut/fill to finished grade. Stakes will not be set by the

Agency for the location of individual piles, pile cutoff elevations or falsework. Temporary benchmarks can be set by the Agency at the request of the contractor.

9. Walls – One line of stakes (line stakes may be set as necessary) spaced every 50 feet, at the beginning and end or curves, angles points, and changes in footing elevation, offset from the layout line, with cut/fill to the Top of Footing.

All Agency provided references to stationing will be made to the major controlling alignment (i.e., centerline alignment of road).

NOTE: At the discretion of the Agency, in consultation with the Project Surveyor, one set of stakes may be used for several purposes, such as slopes, finished grade and curbs.

5-14 SUBSTITUTIONS

Should the Contractor seek approval of a product other than the brand or brands named in these specifications, it shall furnish written evidence that such product conforms in all respects to the specified requirements, and that it has been used successfully elsewhere under similar conditions. Where the specified requirements involve conformance to recognized codes or standards, the Contractor shall furnish evidence of such conformance in the form of test or inspection reports, prepared by a recognized agency, and baring an authorized signature.

Manufacturer’s standard data and catalog cut sheets will not be considered sufficient in themselves, and the

Engineer will not be responsible for seeking further data from the manufacturer, or for otherwise researching the project. Failure to provide complete data will be cause for rejection of the proposal.

5-16 MATERIALS SAMPLING AND TESTING

When a reference is made in the specifications to the “Laboratory” or “Transportation Laboratory,” the reference shall mean the Sacramento County Materials Test Lab or other laboratories authorized by the

Engineer to test materials and work involved in the contract. This laboratory is located at 9665 Agriculture

Lane, Sacramento, CA 95827, telephone (916) 875-5330.

The County uses a Quality Assurance Program (QAP) that uses samples and tests to ensure a material is produced to comply with the Contract. The County may examine the records and reports of tests the prime contractor performs if they are available at the job site. Schedule work to allow time for QAP sampling and testing.

5-16.01 CONTROL OF MATERIALS

The Contractor’s attention is directed to Section 5-13, “Quality of Materials and Workmanship,” Section 5-16, “Materials Sampling and Testing,” and Section 5-17, “Approval of Materials,” of the Standard Construction Specifications.

All materials required to complete the Work under this Contract shall be produced or furnished, delivered, and installed by the Contractor unless otherwise specified in these Project Special Provisions. The Contractor shall be responsible for controlling the quality of materials entering the work and for the quality of the work performed. The Contractor shall perform and provide, at his sole expense, any necessary quality control testing to ensure the quality of materials and the quality of the Work performed. Any Work using non-compliant or unsatisfactory materials or any Work showing unsatisfactory workmanship shall be removed and replaced at the sole cost of the Contractor.

The Contractor shall provide and pay for any quality control testing except where noted in the Project

Special Provisions. The Contractor shall also be responsible for the cost of any Contractor or County initiated follow-up quality control testing (including re-coring, sample collection, traffic control, inspection, etc.) due to unsatisfactory compaction, material quality, workmanship, etc. The County will be responsible for quality assurance and acceptance testing or retesting.

Certificates of Compliance, conforming to the provisions in Section 6-1.07, “Certificates of Compliance,” of the State Specifications shall be furnished for all manufactured products unless otherwise waived by the

Engineer.

SECTION 6 – LEGAL RELATIONS AND RESPONSIBILITIES

6-1.02 PREVAILING WAGE

Contractor’s attention is directed to Section 6-1.02, “Prevailing Wage,” of the Standard Construction

Specifications.

The County of Sacramento received final approval from the Director of California Department of Industrial

Relations as a Labor Compliance Program effective March 15, 1994. All questions regarding this Labor

Compliance Program and prevailing wage requirements should be directed to the Labor Compliance

Program at (916) 875-2711.

6-11 EXISTING UTILITIES

The Contractor’s attention is directed to Section 6-11.01 of the Standard Construction Specifications. After potholing for all utility lines within the proposed limits of excavation, the Contractor shall provide a pothole log to the engineer within 7 days of potholing showing the location of the utility pothole with reference to the centerline stationing and offset, elevation of the utility and existing surface, and size and type of utility.

All water valves, boxes and manhole covers encountered in the area to be paved with asphalt concrete shall be carefully referenced by the Contractor and locations of the valves and covers painted on the surface immediately after paving.

Removal of Sewer manhole covers is not permitted. The Contractor shall submit an Access Permit to SASD prior to entering any sewer manhole or sewer facility.

The overhead utility lines within the project limits will need to be protected in place unless otherwise shown on the plans.

Full compensation for conformance with all requirements of this section shall be considered incidental and included in the various bid items and no additional compensation will be allowed therefor.

SECTION 7 – PROSECUTION OF THE WORK

7-1 BEGINNING OF WORK

The Contractor’s attention is directed to the provisions in Section 7-1, “Beginning of Work,” of the Standard

Construction Specifications.

The Notice to Proceed will state the date on which the counting of Contract Time will commence and the

Contract Completion Date.

7-1.01 ORDER OF WORK

When required by the special provisions or plans, the Contractor shall follow the sequence of operations as set forth therein.

Liquidated damages, as set forth elsewhere in these special provisions, shall be assessed if the working days are exceeded. No work may take place prior to receipt of the executed Contract and review of the prescribed bonds and insurance.

Contractor's attention is directed to Safety, Public Convenience, and Traffic Control of the Standard

Construction Specifications and these Special Provisions. Any Special Signs (S1) that are required for detour or maintaining traffic shall be placed a minimum of 10 days in advance of the project start.

The first order of work shall be the following:

• Prepare and submit a Water Pollution Control Plan as required in Section 10.

• Prepare and submit Baseline Schedule

• Prepare and submit Traffic Control Plans

• Ordering signal equipment, fence materials, and equipment that is not furnished by the County. The

Engineer shall be furnished a statement from the vendor that the orders for equipment/materials have been received and accepted by the vendor.

• Pothole to verify underground telecommunication lines, gas lines, water lines, storm drainage, signal conduits.

The Contractor’s attention is directed to Section 6-11, “Existing Utilities,” of these special provisions.

The uppermost layer of new pavement and slurry seal shall not be placed until all underlying conduits have been installed.

Prior to commencement of the traffic signal functional test at any location, all items of work related to signal control shall be completed and all roadside signs, pavement delineation, and pavement markings shall be in place at that location.

At the end of each work day, all debris, branches, roots, removed fence, rubbish, and other debris in the work area shall be collected and placed in a suitable disposal bin or pile. Materials to be used later in construction shall be neatly stockpiled. All parts of the work shall be left in a neat and presentable condition at the end of the work shift.

Full compensation for Order of Work, as specified herein, shall be considered as included in the prices paid for the various items of work involved and no additional compensation will be allowed therefor.

7-8 PEAK HOURS, HOURS OF DARKNESS, HOLIDAYS, AND WEEKEND

No deviations will be allowed without the written approval of the Engineer.

7-8.01 ALLOWABLE TIMES AND HOURS OF WORK

No lane or road closures will be permitted outside of the allowable hours of work. All traffic lanes shall be open, each day, by the end of shift.

Typically, construction nearby a school zone can significantly affect traffic flow if school is in session.

Contractor shall contact the school affected by construction to determine if school is in session and if there are any changes in their daily schedule. If school is in session, construction activities may begin no sooner than 30 minutes after the morning start bell, and all activities must be completed a minimum of 30 minutes before the mid-afternoon release bell.

7-8.02 OFF-PERIOD WORK

Under no circumstances shall any night time work be performed prior to and without the written permission of the Engineer. In the event of permitted night work, the Contractor shall maintain a minimum of one ten-foot (10’) minimum clear lane(s) in each direction between the hours of 7pm and 6am.

7-12 DELAYS

Contractor’s attention is directed to Section 7-12.02, “Unavoidable Delays,” of the Standard Construction

Specifications.

No extension of time will be granted for a delay caused by a shortage of materials unless the Contractor furnishes to the Engineer documentary proof that he has made every effort to obtain such materials from all known sources, within reasonable reach of the work in a diligent and timely manner. The documentary proof shall indicate that the inability to obtain such materials, when originally planned, did in fact cause a delay in final completion of the entire work which could not be compensated for by revising the sequence of the Contractor's operations. The term "Shortage of Materials" as used in this section, shall not apply to materials, articles, parts, or equipment which are processed, made, constructed, fabricated, or manufactured to meet the specific requirements of the contract. Only the physical shortage of material will be considered under these provisions as a cause for extension of time. Delays in obtaining materials due to priority in filling orders will not constitute a shortage of materials.

7-15 TIME OF COMPLETION

As set forth in Section 7-15 "Time of Completion", of the Standard Construction Specifications, the time for completion of this contract shall be Forty-Five (45) working days.

No roadway excavation or soil disturbance may occur before the counting of working days.

SECTION 8 – MEASUREMENT AND PAYMENT

8-2.02 UNIT PRICE CONTRACT

The reference to “Section 2-1.02” in the last sentence of the first paragraph of Section 8-2.02 of the current

Specification is to be revised to “Section 2-1.01.”

8-10 LIQUIDATED DAMAGES FOR DELAY

The Contractor shall pay liquidated damages for this contract to the County of Sacramento the sum of TWO

THOUSAND DOLLARS ($2,000.00) per day for failure to complete all contract items, for each and every calendar day's delay in finishing the work in excess of the number of working days prescribed elsewhere in these Special Provisions.

SECTION 10 - ENVIRONMENTAL CONTROLS AT WORK SITE

The Contractor’s attention is directed to Section 7-1.01, "Order of Work," in these Special Provisions.

Area Plan for Emergency Response to Hazardous Materials Incidents in Sacramento County is on file with the Sacramento County Department of Transportation for Contractor’s reference:

• http://www.emd.saccounty.net/EC/CUPA/Documents/AreaPlan_Final2016.pdf

10-4 EROSION SEDIMENT AND WATER POLLUTION CONTROL

At reasonable times and upon presentation of credentials and other documents as may be required by law, the Contractor shall allow authorized agents of the Central Valley Regional Water Quality Control Board, State Water Resources Control Board, Department of Fish and Wildlife, United States Environmental

Protection Agency and the local storm water management agency to:

A. Enter upon the construction site and the Contractor’s facilities pertinent to the work;

B. Have access to and copy records that must be kept as specified in a permit;

C. Inspect the construction site and related soil stabilization practices and sediment control measures; and

D. Sample or monitor for the purpose of ensuring compliance with the Permit.

The Contractor shall notify the Engineer immediately upon request from the regulatory agencies to enter, inspect, sample, monitor or otherwise access the project site or the Contractor’s records.

Unless arrangements for disturbance of areas outside the project limits are made by the Department and made part of the contract, it is expressly agreed that the Department assumes no responsibility whatsoever to the Contractor or property owner with respect to any arrangements made between the Contractor and property owner to allow disturbance of areas outside the project limits.

10-4.06 WATER POLLUTION CONTROL PROGRAM (WPCP)

The Contractor shall be required to prepare a Water Pollution Control Plan (WPCP) per section 10-4.06

“Water Pollution Control Plan (WPCP)” of the Standard Construction Specifications. The WPCP shall be submitted to the Engineer and subject to review and comment by the County Department of Water

Resources. Water Pollution Control shall conform to the requirements of the current edition of the County of Sacramento Improvement Standards.

Throughout the project, the active, soil-disturbed area of the project site shall be not more than 1 acre. The

Engineer may approve, on a case-by-case basis, expansions of the active, soil-disturbed area limit.

http://www.emd.saccounty.net/EC/CUPA/Documents/AreaPlan_Final2016.pdf

The Contractor shall amend the WPCP, graphically and in narrative form, whenever there is a change in construction activities or operations which may affect the discharge of significant quantities of pollutants to surface waters, ground waters, municipal storm drain systems or when deemed necessary by the

Engineer. The WPCP shall be amended if the WPCP is in violation of any permit condition, or has not effectively achieved the objective of reducing pollutants in storm water discharges. Amendments shall show additional control measures or revised operations, including those in areas not shown in the initially approved WPCP, which are required on the project to control water pollution effectively. Amendments to the WPCP shall be submitted to the Engineer for review and approval in the same manner specified for the initially approved WPCP. Approved amendments shall be dated and logged in the WPCP. Upon approval of the amendment, the Contractor shall implement the additional control measures or revised operations.

10-4.09 PAYMENT

The contract ALLOWANCE for Prepare Water Pollution Control Plan shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in developing, preparing, obtaining approval of, revising and amending the Plan as specified in the Standard

Construction Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor.

10-4.10 BMP SCHEDULE OF VALUES

An electronic submittal, CD, DVD, flash drive, or hard copies of the Best Management Practices (BMP)

Schedules of Values included in the Appendices of these Special Provisions are to be submitted to the

Engineer when the WPCP is submitted.

On the BMP Schedule of Values, the Contractor shall provide a unit prices for all BMP’s except those listed as “PROCEDURAL”. Payment for these procedural BMP’s is included in the prices paid for the various other items of work and no additional compensation will be paid.

Erosion and sediment control BMPs shall be placed, monitored for effectiveness, and maintained throughout the construction process. The following precautions shall be implemented regardless of the season:

1. A stabilized construction site access shall be constructed at any construction staging and/or stockpile site as determined appropriate by the Engineer.

2. Temporary stockpiling of construction materials, including vehicles and portable equipment, supplies, fuels and chemicals, will be restricted to designated construction staging areas within the project area.

3. Any wet season requirement shall be implemented if conditions exist which may cause erosion and sedimentation.

4. The contractor shall not be limited to the requirements listed above, but shall be responsible for implementing whatever measures are necessary to prevent erosion and sedimentation.

The Contractor shall demonstrate the ability and preparedness to fully implement soil stabilization practices and sediment control measures to protect soil-disturbed areas on the project site before the onset of precipitation. A quantity of soil stabilization and sediment control materials shall be maintained on site equal to 100 percent of that sufficient to protect unprotected, soil-disturbed areas on the project site. A detailed plan for the mobilization of sufficient labor and equipment shall be maintained to fully deploy control measures required for the protection of soil-disturbed areas on the project site prior to the onset of precipitation. A current inventory of control measure materials and the detailed mobilization plan shall be included as part of the WPCP.

The wet season is hereby defined as the period between October 1st and April 30th. Erosion control (i.e.

soil stabilization) BMPs shall be applied during the wet season. All other BMPs included in the approved

WPCP shall be installed/implemented and maintained year round.

Throughout the wet season:

1. Soil-disturbed areas of the project site shall be considered to be non-active whenever soil disturbance activities are to be discontinued for a period of 20 or more days and the areas are fully protected. Areas that will become non-active during the wet season shall be fully protected with soil stabilization practices and sediment control measures within 10 days of the discontinuance of soil disturbing activities or prior to the onset of precipitation, whichever is first to occur.

2. Active soil-disturbed areas of the project site shall be fully protected at the end of each day with soil stabilization practices and sediment control measures unless fair weather is predicted through the following workday. The Contractor shall monitor the weather forecast on a daily basis. The

National Weather Service forecast shall be used. An alternative weather forecast proposed by the

Contractor may be used if approved by the Engineer. If precipitation is predicted prior to the end of the following workday, construction scheduling shall be modified, as required and functioning control measures shall be deployed prior to the onset of the precipitation.

3. Inspections of the construction site shall be conducted by the Contractor to identify deficient measures, as follows:

A. Prior to a forecast storm;

B. After any precipitation which causes runoff capable of carrying sediment from the construction site;

C. At 24 hour intervals during extended precipitation events; and

D. Routinely, a minimum of once every 2 weeks.

If the Contractor or the Engineer identifies a deficiency in the implementation or functioning of an identified control measure, the deficiency shall be corrected immediately. The deficiency may be corrected at a later date and time if requested by the Contractor and approved by the Engineer in writing, but not later than the onset of subsequent precipitation. The correction of deficiencies shall be at no additional cost to the County.

The Contractor shall implement, year-round and throughout the duration of the project, control measures included in the WPCP for sediment tracking, wind erosion, non-storm water management and waste management and disposal.

The schedule of values shall reflect the items of work and costs for the control measures required for the

WPCP, except for critical temporary controls and permanent control measures which are shown on the project Plans and for which there is a contract item of work.