Amended Agreement APEC Lake Street Repairs 22 11 15 — Salinas City Council, November 15, 2022

Agreement for Services v. January 2021 Page 1 of 9
Anderson Pacific
April, 2021

AMENDED AND RESTATED AGREEMENT FOR SERVICES BETWEEN

THE CITY OF SALINAS AND ANDERSON PACIFIC ENGINEERING,

CONSTRUCTION, INC

East Lake Street Emergency Repair Work

THIS AMENDED AND RESTATED AGREEMENT is executed this 15th day of November, 2022, (“Agreement” or “Contract”) between the City of Salinas, a California Charter city and municipal corporation (hereinafter “City”) and Anderson Pacific Engineering Construction, Inc, a California Corporation (Hereinafter “Contractor”).

WHEREAS, the City operates and mainta ins a sanitary sewer system which runs throughout the city and provides a service necessary to maintain the health, safety, and welfare of the public; and

WHEREAS, a wastewater backup and releas e of raw sewage recently occurred from a City sewer main located in the “Chinatown” area; and

WHEREAS, subsequent inspec tion and investigation indicated that the cause of the backup and release of raw sewage was due to the failure in the connections on nearly five hundred (500) feet of aging sewer pipe running the length of East Lake Street; and

WHEREAS, City engineeri ng and maintenance staff have determined from their inspections and investigations and ongoing maintenance of this sewer pipe that it is highly likely another piping failure and release of raw sewage will occur in the immediate future; and

WHEREAS, if this section of sewer pipe is not immediately repaired and the piping fails resulting in the additional release of raw sewage, the public’s health, safety, and welfare will be adversely affected.

WHEREAS, the City and Contractor first entered into an Agreement for Professional Services effective April 28, 2021, pursuant to which Contractor agreed to act as and provide certain services to the City for compensation (the “Agreement”); and

WHEREAS, the City and Contractor amende d the Agreement on June 11, 2021 to reflect a term extension to December 31, 2021; and

WHEREAS, the City and Contractor am ended the Agreement on December 14, 2021 to reflect an increase in compensation of (two million six hundred and fifty thousand dollars) $2.65 million and a term extension to February 28, 2022; and

WHEREAS, the City and Contractor amended the Agreement on March 22, 2022 to reflect an increase in compensation of (one million one hundred thousand dollars) $1.1 million and a term extension to June 30, 2022; and

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WHEREAS, the Agreement term expired on June 30, 2022; and

WHEREAS, the City and Contractor desire an Amended and Restated the Agreement to reflect a decrease in compensation of (seventy nine thousand five hundred dollars) $79,500.

IT IS HEREBY MUTUAL LY AGREED AS FOLLOWS:

1. Scope. Contractor hereby agrees to provide to the City, as the scope of services under this Agreement, the following services: Provide and install approximately 460 feet of sanitary sewer main piping with associated manholes and lateral connections. Provide and maintain perimeter fencing and an operable by-pass line for the duration of the project. Scope of work is further discussed in Engineers Plans and Specifications dated April 14, 2021, Attachment C and Contractor’s Proposal dated April 21, 2021, Attachment D.

2. Timeliness. Contractor shall perform all tasks in a timely fashion, as set forth more specifically in Section 3 below. Failure to so perform is hereby deemed a material breach of this Agreement, and City may terminate this Agreement with no further liability hereunder, or the city may agree in writing with Contractor to an extension of time.

3. Term. The work under this Agreement shall commence May 3, 2021 and shall be completed by June 30, 2023 unless City grants a written extension of time as set forth in Section 2 above.

4. Payment. City agrees to pay and Contractor agrees to accept as full and fair consideration for the performance of this Agreement the not to exceed sum of Four Million Five Hundred Eighty-seven Thousand Eight Hundred and Sixty-two Dollars ($4,587,862). Of which Two Hundred Fifty-five Thousand One Hundred and Eleven Dollars $255,111 shall be paid on a fixed not to exceed basis for AC Paving restoration work more fully described in Contractor proposal, Attachment D and the balance of Four Million Three Hundred Thirty-two Thousand Seven Hundred and Fifty-one Dollars $4,332,751, on a time and material not to exceed basis, according to hourly rates and materials and as summarized on Daily Extra Work Reports furnished during execution, as more fully described in Contractors fee schedule, Attachment D.

5. Meet & Confer. Contractor agrees to meet and confer with City or its agents or employees with regard to services as set forth herein as may be required by City to insure timely and adequate performance of this Agreement.

6. Insurance. Contractor shall procure and maintain for the duration of this Agreement insurance meeting the requirements specified in Attachment A hereto.

7. Indemnification. Contractor shall hold harmless, defend at its own expense, and indemnify City and its officers, officials, employees, agents, and volunteers from and against all liability, claims, damages, losses, and/or expenses including reasonable City attorney fees arising from all acts or omissions of Contractor or its officers, agents, or employees arising out of the performance of the work under this Contract, caused in whole or in part by any negligent act or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by any of

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them, or anyone for whose acts any of them may be liable, except where caused by the active negligence, sole negligence or willful misconduct of the City.

8. Licensing. Contractor warrants that it is properly licensed to perform the work specified under this Agreement, including but not limited to possession of a current City business license.

9. Termination. City may terminate this Agreement upon ten days’ written notice. The amount of damages, if any, as a result of such termination may be decided by negotiations between the parties or before a court of competent jurisdiction.

10. Agency. In performing the services specified under this Agreement, Contractor is hereby deemed to be an independent contractor and not an agent or employee of City.

11. Non-Assignability. The rights and obligations of Contractor hereunder are not assignable and cannot be delegated without written consent of City.

12. Entire Agreement. This Agreement constitutes the entire Agreement between the parties hereto and supersedes any and all prior agreements, whether oral or written, relating to the subject matter thereof. Any modification of the Agreement will be effective only if it is in writing signed by both parties hereto.

13. Validity. If any provision in this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions will continue in full force without being impaired or invalidated in any way.

14. Counterparts. This Agreement may be executed in multiple originals, each of which is deemed to be an original, and may be signed in counterparts.

15. Laws. Contractor agrees that in the performance of this Agreement it will comply with all applicable State, Federal and local laws and regulations. This Agreement shall be governed by and construed in accordance with the laws of the State of California, County of Monterey, and City of Salinas. The City’s Labor Compliance policy shall be adhered to by Contractor throughout the duration of this job and/or as required by State law as stipulated in Attachment B.

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IN WITNESS WHEREOF, this Agreement is entered into by the parties hereto on the day and year first written above.

CITY OF SALINAS

__________________________________
Steve Carrigan
City Manager

APPROVED AS TO FORM:

_________________________________
Christopher A. Callihan, City Attorney, or
Rhonda Combs, Assistant City Attorney

CONTRACTOR

___________________________________

By (Printed Name):___________________

Its (Title):___________________________

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Attachment A

Insurance Requirements

Contractor shall procure and maintain for the duration of the contract, and for three years thereafter, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his/her/its officers, agents, representatives, employees, and/or subcontractors.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:

1. Commercial General Liability (“CGL”): Insurance Services Office (“ISO”) Form CG 00 01 covering CGL on an occurrence basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO Form CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: ISO Form CA 0001 covering Code 1 (any auto), with limits no less than $1,000,000 per accident for bodily injury and property damage.

3. Workers’ Compensation: as required by the State of California, with Statutory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.

4. Contractors’ Pollution Legal Liability and/or Asbestos Legal Liability and/or Errors and Omissions (if project involves environmental hazards): with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate, on an annual basis.

If the Contractor maintains broader coverage and/or higher limits than the minimums shown above, the Contractor requires and shall be entitled to the broader coverage and/or higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

Self-Insured Retentions
Self-insured retentions must be declared to and approved by the City. At the option of the City, either: the Contractor shall cause the insurer shall to reduce or eliminate such self-insured retentions as respects the City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration, and defense expenses. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City.

Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:

1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by

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or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).

2. For any claims related to this project, the Contractor’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.

3. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to the City.

4. A copy of the claims reporting requirements must be submitted by Contractor to the City.

5. If the services involve lead-based paint or asbestos identification/remediation, the Contractor’s Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractor’s Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.

Acceptability of Insurers
Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to the City.

Waiver of Subrogation
Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed by the Contractor, its employees, agents and subcontractors.

Verification of Coverage
Contractor shall furnish the City with original Certificates of Insurance including an additional insured endorsement and all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins.

However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.

Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage subcontractors shall provide coverage with a form at least as broad as CG 20 38 04 13.

Maintenance of Insurance
Maintenance of insurance by Contractor as specified shall in no way be interpreted as relieving

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Contractor of its indemnification obligations or any responsibility whatsoever and the Contractor may carry, at its own expense, such additional insurance as it deems necessary.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

Surety Bonds
Contractor shall provide the following Surety Bonds:

1. Payment bond

2. Performance bond

3. Maintenance bond

The Payment Bond and the Performance Bond shall be in a sum equal to the contract price. If the Performance Bond provides for a one-year warranty, a separate Maintenance Bond is not necessary. If the warranty period specified in the contract is for longer than one year a Maintenance Bond equal to 10% of the contract price is required. Bonds shall be duly executed by a responsible corporate surety, authorized to issue such bonds in the State of California and secured through an authorized agent with an office in California.

If the project does not involve new or major reconstruction, at the option of the City, an Installation Floater may be acceptable. For such projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the Work, including during transit, installation, and testing at the City’s site.

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Attachment B
DEPARTMENT OF INDUSTRIAL RELATIONS’ STATE LABOR CODE
Labor Law Requirements
(CCR Title 8, Section 16421)

This public works project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations (“DIR”). All work shall be in accordance with wage scales and applicable determinations made by the Director of the DIR, as provided by Article 2, Chapter 1, Division 2, Part 7 of the Labor Code of the State of California, commencing with §1771.

Penalties for violations may be applied by the DIR pursuant to the Labor Code §1813 and §1815. The Contractor shall indemnify, hold harm less, and defend the City (with counsel reasonably approved by the City) ag ainst any claim for damages, co mpensation, fines, penalties, or other amounts arising out of th e failure or alleged failure of any person or entity (including Contractor and its subcontractors) to pay prevailing wages as determined pursuant to Labor Code §1720, and hereby agrees to, §§1771-1774; to employ apprentices pursuant to Labor Code §1777.5 et seq., and/or to comply with the other applicable provisions of Labor Code §1720 et seq., §§1771- 1774, §1777.5 et seq., and the implementing regulations of the DIR in connection with the scope of work. This indemnification section shall survive the expiration of the Term.

The Federal and State Labor Law requirements applicable to the Agreement are composed of, but not limited, to the following items:

1. Payment of Prevailing Wage Rates: All contractors, including subcontractors, shall pay no less than the prevailing rate of wages (L abor Code §1775), including the rates for holidays and overtime work (Labor Code §§18 13 and 1815), to all workers employed in the execution of the contract (Labor Code §1774), pursuant to Labor Code §§1720-1784.

The prevailing rates are those issued as wage determinations by the DIR, for each craft, classification and type of wo rk. The current wage rate in formation can be found at the DIR’s website at: https://www.dir.ca.gov/oprl/DPreWageDetermination.htm.

Copies of the prevailing rate of per diem wages are on file at City’s Public Works Department (principal place of office). Contractor shall post a copy of the determination of the Director of DIR of the prevailing rate of per diem wages at each job site.

2. Apprentices: Contractor and subcontractors shall employ registered apprentices on this public works Agreement pur suant to Labor Code §1777.5. All contractors on this project (prime and subcontractors) are required to submit the Division of Apprenticeship Standards’ (“DAS”) Public Works Contract Award Information (DAS 140) form to all applicable apprenticeship committees no la ter than 10 days before commencing work.

Additionally, all contractors are required to request registered apprentices (DAS 142 form).

Penalties for failure to pay prevailing wages (for non -exempt projects) and failure to employ apprentices include forfeitures and debarment under Labor Code §§1775 and 1777.7.

3. Certified Payroll Records: All contractors, including subcontractors, must maintain and file certified payroll records (“CPRs”) pursuant to Labor Code §1776. Additionally, all contractors and subcontractors must furnish certified payroll records into the DIR’s Electronic Certified Payroll Re porting (“eCPRs”) database

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(https://efiling.dir.ca.gov/eCPR/pages/eCPROnlineForm.jsp). Penalties apply to Contractor and any Subcontractors for failure to do so under Labor Code §1777.

4. Subcontracting: Contractors are required to list all subcontractors hired to perform work on this public works agreement.

5. Proper Licensing/Registration : All contractors and subcon tractors are required to be properly licensed, in accordance with the Prov isions of Chapter 9 of Division 3 of the Business and Professions Code and subject to the requirements of §4104 of the Public Contract Code. In addition, all contractors incl uding subcontractors must submit proof of current registration to perform public work, pursuant to Labor Code §1771.1. Contractors are required to be properly licensed and to require all subcontractors to be properly licensed. Penalties for employing workers while unlicensed under Labor Code §1021 and under the California Contractors License La w, found at Business and Professions Code §7000 et. seq.

6. Job Site Notices: Contractors are required to post all required notices (posters) on the job site in an area accessible to all workers, including subcontractors. Posters must be readable and placed in visible areas allowing workers to access the posters before, during, and after work shifts. Jobsites with multiple locations must include a portable poster board to ensure continued access to the inform ation. Posters placed in fo reman, supervisor, or employee vehicles, in an offsite job trailer, or inside a temporary restroom do not meet the posting requirement. Posters may be printed from the DIR’s website at:
http://www.dir.ca.gov/wpnodb.html.

7. Nondiscrimination in Employment – Equal Employment Opportunity (“EEO”) :

Employment discrimination is prohibi ted, pursuant to Labor Code §1777.6, the Government Code, and Title VII of the Civil Rights Act of 1964.

8. Kickbacks Prohibited: Contractors and subcontractors are prohibited fr om recapturing wages illegally by accepting or extracting “kic kbacks” from employee wages pursuant to Labor Code §1778.

9. Acceptance of Fees Prohibited : Contractors and subcontr actors are prohibited from accepting fees for registering any person for pub lic work or for filling work orders on public works contracts, pursuant to Labor Code §§1779 and 1780.

10. Unfair Competition Prohibited : Contractors and subcontractors are prohibited from engaging in unfair competition as specified under Business and Professions Code §§17200 - 17208.

11. Workers’ Compensation: Contractors and subcontractors mu st be properly insured for Workers’ Compensation under Labor Code §1861. Contractor hereby represents that Contractor is aware of the provisions of Section 3700 of th e Labor Code, which require every employee to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and Contractor will comply with such provisions before commencing the performance of the work of this agreement.

12. OSHA: Contractors and subcontractors must abide by the Occupational, Safety, and Health Laws and regulations that apply.

IMPROVEMENT PLANSFORLAKE STREET EMERGENCY SEWER REPAIR

VICINITY MAPNTSN
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ORIGINAL SCALE IS IN INCHESFOR REDUCED PLANS
T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401

DATE SIGNEDSIGNATURE
www.wallacegroup.us

PLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES 0123
DESIGNERS:DRAWING NO.DATE:DRAWN BY:JOB #:

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Copyright © Wallace Group, a CaliforniaCorporation. All rights reserved. Copies of thisdrawing shall have this notice.These plans and specifications, and the ideas anddesigns incorporated herein, are instruments ofservice prepared for the construction of work shownhereon and shall not be used in whole or in part forany other project without written authority of WallaceGroup, a California Corporation. ®
2021CITY OF SALINASLAKE STREET EMERGENCY SEWER REPAIR604/14/20210886-0016KEWJJCSHEETSTITLE SHEET G-11
FILE NAME: 0886-0016-TITL.DWG
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Know what's below. Call before you dig. (100.0 FS)101.50 FS ABBREVIATIONSACASPHALTIC CONCRETEACPASBESTOS CEMENT PIPEAISCAMERICAN INSTITUTE OF STEEL CONSTRUCTIONARVAIR RELEASE VALVEA&VAIR AND VACUUM (COMBINATION) VALVEAVGAVERAGEBCBEGIN CURVEBFBLIND FLANGEBFVBUTTERFLY VALVEBIABUREAU OF INDIAN AFFAIRSBLDGBUILDINGBMBENCH MARKBOBLOW OFFBVBALL VALVECCURBCAVCOMBINATION AIR VALVECATVCABLE TELEVISIONCICAST IRONCLCENTERLINECLCLASSCMPCORRUGATED METAL PIPECOCLEANOUTCONCCONCRETECONSTCONSTRUCTIONCONTCONTINUOUSCPCATHODIC PROTECTIONCPLGCOUPLINGCYCUBIC YARDDETDETAILDIADIAMETERDIMDIMENSIOND/WDRIVEWAYEEXISTINGEAEACHECEND CURVEELEELEVATIONEPEDGE OF PAVEMENTEXEXISTINGEGEXISTING GROUNDFCAFLANGE COUPLING ADAPTORFDCFIRE DEPARTMENT CONNECTIONFFFINISH FLOORFGFINISH GRADEFHFIRE HYDRANTFLFLOW LINEFLFIRE LINEFLGFLANGEFSFINISH SURFACEFTFEETGGASGAGAGEGALGALLONGALVGALVANIZEDGBGRADE BREAKGPDGALLONS PER DAYGPMGALLONS PER MINUTEGVGATE VALVEHCHANDICAPHDPE HIGH DENSITY POLYETHYLENEHGLHYDRAULIC GRADE LINEIDINSIDE DIAMETERININCHESINVINVERTJPJOINT POLEJTJOINT UTILITY TRENCHLLENGTHLATLATERAL LFLINEAR FEETLPLIGHT POLELTLEFTMMETERMAXMAXIMUMMINMINIMUMMISCMISCELLANEOUSMHMANHOLEN/ANOT APPLICABLENGVDNATIONAL GEODETIC VERTICAL DATUMNICNOT IN CONTRACTNTSNOT TO SCALEODOUTSIDE DIAMETERPCCPORTLAND CEMENT CONCRETEPHPOTHOLE (UTILITY WAS POTHOLED)PIVPOST INDICATOR VALVEPOCPOINT OF CONNECTIONPRVPRESSURE REGULATING VALVEPSFPOUND PER SQURE FOOTPSIPOUND PER SQUARE INCHPVCPOLYVINYL CHLORIDERRADIUSRCREINFORCED CONCRETERCPREINFORCED CONCRETE PIPEREQDREQUIREDRTRIGHTR/WRIGHT OF WAYRET WALLRETAINING WALLSSSANITARY SEWERSCHSCHEDULESDSTORM DRAINSHTSHEETSPECSPECIFICATIONSSSFMSANITARY SEWER FORCE MAINSTASTATIONSTDSTANDARDSTLSTEELSWSIDEWALKTTELEPHONETBTHRUST BLOCKTBTOP OF BANKTCTOP OF CURBTFTOP OF FOOTINGTGTOP OF GRATETPTOP OF PAVEMENTTYPTYPICALTWTOP WALLUTLCOMMON TRENCH UTILITIESVARVARIESVCVERTICAL CURVEVICVICTAULIC COUPLINGVERTVERTICALWWATERWFWIDE FLANGEWL WATER LINEWMWATER METERWSWATER SERVICEWV WATER VALVEWWMWELDED WIRE MESHWWWET WELL*NOTE: THIS IS A STANDARD SET OF ABBREVIATIONS.NOT ALL ABBREVIATIONS SHOWN WILL APPLY TO THIS WORK.

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LEGENDEXISTINGPROPOSEDDESCRIPTIONSPOT ELEVATIONSSEWER MANHOLESEWER CLEANOUTSERVICE LATERAL(W=WATER, G=GAS, U=UTILITIES)SERVICE METER (W=WATER)DOUBLE SERVICE METER (W=WATER)SEWER LATERALFIRE HYDRANTSTORM DRAIN MANHOLESTORM DRAIN CATCH BASINGATE VALVECAPSURVEY MONUMENTBENCH MARKSLOPE PERCENTAGEABANDON UTILITYEDGE OF PAVEMENTREDUCER / INCREASERWATER LINESEWER FORCE MAINGRAVITY SEWER LINESTORM DRAINUNDERGROUNDGAS LINEUNDERGROUND UTILITYLINE LOCATIONUNDERGROUNDELECTRICAL LINEUNDERGROUNDCABLE TELEVISION LINEUNDERGROUNDTELEPHONE LINERIGHT OF WAYEASEMENTCENTERLINEBARBED WIRE FENCECHAIN LINK FENCERETAINING WALLFLOWLINE8ll KARI E. WAGNERCIVILNo. 66026ALATTSOFECAONRFIIREGISTERED PROFESSIONAL ENGINEER

SITE LOCATIONNTS
SITE
SITE

W LAKE STREETN MAIN STREETE LAKE STREETE MARKET STREETE ALISAL STREET

W MARKET STREETW ROSSI STREET
04/14/2021

ORIGINAL SCALE IS IN INCHESFOR REDUCED PLANS
T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401

DATE SIGNEDSIGNATURE
www.wallacegroup.us

KARI E. WAGNERCIVILNo. 66026ALATTSOFECAONRFIIREGISTERED PROFESSIONAL ENGINEER GENERAL NOTESTECHNICAL SPECIFICATIONS1.OVERVIEW1.1.THESE TECHNICAL SPECIFICATIONS SUPPLEMENT THE CITY OF SALINASSTANDARD SPECIFICATIONS AND DESIGN STANDARDS AND STANDARD PLANS, 2008EDITION, WITH 3/7/17 UPDATES TO THE STANDARD PLANS. WHERE CONFLICT EXISTSBETWEEN THE CITY STANDARDS AND THESE TECHNICAL SPECIFICATIONS, THEREQUIREMENTS OF THESE TECHNICAL SPECIFICATIONS SHALL PREVAIL.2.SUBMITTALS2.1.PROVIDE SUBMITTALS TO CITY AND ENGINEER WITH SUFFICIENT INFORMATIONTO DEMONSTRATE COMPLIANCE WITH THE PROJECT SPECIFICATIONS ANDREQUIREMENTS. ALL SUBMITTALS SHALL BE IN ELECTRONIC PDF FORMAT. CITYAND ENGINEER WILL ENDEAVOR TO EXPEDITE REVIEW OF SUBMITTALS,UNDERSTANDING THE URGENCY OF THIS WORK.3.PVC SEWER WORK - GENERAL3.1.PVC SEWER FORCE MAIN3.1.1.PROVIDE OVERALL WORK PLAN AND SEQUENCE OF WORK, FOR REVIEW BY CITYAND ENGINEER, A MINIMUM OF 5 WORKING DAYS PRIOR TO COMMENCEMENT OFSEWER CONSTRUCTION. THIS WORK PLAN SHALL INCLUDE A SUMMARY OFCONTRACTOR'S EXISTING SEWER BYPASS FACILITIES ALREADY IN PLACE, ANDDETAILS OF ADDITIONAL BYPASSING, TEMPORARY DISRUPTIONS OF SERVICEAND DETAILS ON ORDER OF WORK, DETAILED SEQUENCING, ABANDONMENT OFEXISTING SEWER IMPROVEMENTS, SEWER LATERAL TIE-IN PLAN, AND TRAFFICCONTROL PLAN(S). TRAFFIC CONTROL PLANS SHALL BE PREPARED BY THECONTRACTOR, SHALL BE APPROVED BY THE CITY, AND SHALL CONFORM TOSECTION 12 CONSTRUCTION AREA TRAFFIC CONTROL DEVICES.3.1.2.CONTRACTOR SHALL MAINTAIN AT LEAST ONE SINGLE LANE OF TRAFFIC OPENON ALL AREA STREETS AT ALL TIMES, AND LIMIT WORK HOURS AS SPECIFIED INSECTION 7-1.09. BETWEEN THE HOURS OF 8 PM AND 6 AM, MONDAY THROUGHFRIDAY, CONTRACTOR MAY CLOSE THE STREET ONLY UPON PRIOR APPROVALBY THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALLAPPLICABLE ESSENTIAL SERVICES OF SUCH ROAD CLOSURES, REFER TOSECTION 7-1.09A. ACCESS TO BUSINESSES SHALL BE MAINTAINED AT ALLTIMES. WHERE TEMPORARY BLOCKAGES OF DRIVEWAYS IS REQUIRED,ACCOMMODATE ACCESS TO PROPERTIES THROUGH DRIVE PLATES AND OTHERMEANS. POST “NO PARKING” SIGNS AS REQUIRED FOR CONSTRUCTION, ANDLIMIT PARKING RESTRICTIONS TO ONLY THAT REQUIRED FOR CONTRACTOR'SIMMEDIATE WORK ZONE EACH DAY.3.1.3.PROVIDE NEW SEWER WORKS AS SHOWN ON THE DRAWINGS, AND PER CITYSTANDARDS, SECTION 71 SEWERS AND APPLICABLE STANDARD PLANS.PROVIDE TRENCH RE-SURFACING PER SECTION 71-2.12, AND AS SHOWN ON THESTANDARD PLANS.3.1.4.TRENCH WORK AND PIPE LAYING SHALL BE IN ACCORDANCE WITH SECTION 19EARTHWORK, AND THE STANDARD PLANS. JETTING OF BACKFILL MATERIALSFOR THE PURPOSES OF AIDING IN COMPACTION, SHALL NOT BE ALLOWED.3.1.5.PROTECT IN PLACE, OR REMOVE AND RESTORE SURVEY MONUMENTS ASREQUIRED FOR CONSTRUCTION PER SECTION 81 MONUMENTS, AND STANDARDPLAN NO. 8.3.1.6.CONTRACTOR'S ATTENTION IS DIRECTED TO KNOWN EXISTING CONCRETEPAVEMENT EXISTING BELOW THE EXISTING ASPHALT PAVEMENT. SAWCUT ANDREMOVE EXISTING CONCRETE PAVEMENT AS REQUIRED FOR CONSTRUCTION,AND BACKFILL PER THE TRENCH DETAILS AND PLANS. DO NOT REPLACEEXISTING CONCRETE PAVEMENT IN KIND. ALL SAWCUTS TO ACCOMMODATEPIPE TRENCHES AND SEWER MANHOLES SHALL BE AT NEAT ANGLES PARALLELTO, OR TRANSVERSE TO, THE ROAD CENTERLINE.3.2.PVC SEWER FORCE MAIN3.2.1.COORDINATE WITH CITY STAFF FOR SCHEDULING OF TEMPORARY SHUTDOWNOF EXISTING FORCE MAIN FOR TIE-IN. PROVIDE CITY WITH A MINIMUM OF 3WORKING DAY NOTICE PRIOR TO SCHEDULED WORK.3.2.2.PVC SEWER FORCE MAIN SHALL BE C900 CLASS 235 (DR 18) PVC PER AWWAC900.3.2.2.1.GASKETS PER ASTM F4773.2.2.2.JOINTS PER ASTM D31393.2.3.PIPE SHALL BE EITHER COLORED/PIGMENTED WHITE OR COLORED/PIGMENTEDGREEN.3.2.4.PROVIDE WARNING TAPE FOR BURIED FORCE MAINS AS SHOWN ON TRENCHDETAILS, AND TAPE SHALL BE OF PIGMENTED POLYOLEFIN MATERIAL,NON-DETECTABLE, WHICH IS CHEMICALLY INERT AND WILL NOT DEGRADE UPONCONTACT WITH MOIST SOIL. TAPE SHALL HAVE TENSILE STRENGTH OF 2,500 PSIAND ELONGATION OF 800% PER ASTM D-882. TAPE SHALL BE 3" WIDE, GREENCOLORED AND MARKED IN BLACK LETTERING (ALL CAPS) “CAUTION SEWERFORCE MAIN”, TERRA-TAPE OR APPROVED EQUAL. TRACER WIRE SHALL NOT BEREQUIRED.3.2.5.ALL JOINTS SHALL BE RESTRAINED UNLESS OTHERWISE SHOWN OR SPECIFIED.RESTRAINED JOINTS FOR PVC PIPE SHALL BE EBAA IRON PV 2000 SERIES, ORAPPROVED EQUAL. RESTRAINT AT PVC PIPE JOINTS SHALL BE EBAA IRONSERIES 1900 RESTRAINED HARNESS OR APPROVED EQUAL. IN ADDITION TORESTRAINED JOINTS, THRUST BLOCKS SHALL BE PROVIDED AT TRANSITIONFITTINGS FOR FITTINGS OF 11-1/4 DEGREE AND LARGER. SIZE THRUST BLOCKFOR 150 PSI PRESSURE AND 500 PSI SOIL BEARING STRENGTH.3.2.6.FORCE MAIN PENETRATION INTO EXISTING OR NEW SEWER MANHOLE SHALL BESAME AS SPECIFIED FOR GRAVITY SEWER PENETRATIONS.3.2.7.TIE-IN TO EXISTING ACP FORCE MAIN USING COMPATIBLE PIPE COUPLING, SUCHAS ROMAC XR501 OR APPROVED EQUAL. NEW FORCE MAIN SHALL MATE TOPLAIN END ACP WHERE EXISTING ACP HAS BEEN CUT (DO NOT CONNECT AT ANEXISTING ACP JOINT).3.2.8.WATER PRESSURE TEST WILL NOT BE REQUIRED FOR THIS SEWER FORCE MAIN.PERFORM ALL OTHER TESTING OF SEWERS ON THIS FORCE MAIN, PER SECTION71-3, PRIOR TO FINAL TIE-IN TO EXISTING ACP SEWER FORCE MAIN.3.3.PVC GRAVITY SEWER PER SECTION 71-2.04.3.3.1.WARNING TAPE SHALL BE AS SPECIFIED FOR SEWER FORCE MAIN, WITHLETTERING “WARNING SEWER” ON THE WARNING TAPE. PIPECOLOR/PIGMENTATION SHALL BE GREEN.3.3.2.EXISTING SEWER LATERALS SHALL BE RE-CONNECTED TO NEW GRAVITYSEWER USING LARGE DIAMETER GASKETED SEWER FITTINGS FOR USE WITHPVC SDF 35 SEWER PIPE IN ACCORDANCE WITH ASTM F-679, AND GASKETSYSTEMS MEETING ASTM F-477. CONTRACTOR SHALL CONFIRM EXISTINGSEWER LATERAL SIZES (4” OR 6”) AND PROVIDE APPROPRIATELY SIZED 27”X4”OR 27”X6” WYES WHERE REQUIRED FOR SEWER LATERAL RE-CONNECTIONS.EXTEND EXISTING SEWER LATERAL TO NEW WYE FITTING WHERE REQUIRED.SUBMIT PLAN TO CITY AND ENGINEER FOR APPROVAL, REPAIR OF ANDEXTENSION OF EXISTING SEWER LATERAL TO WYE FITTING, ONCECONTRACTOR CONFIRMS EXISTING SEWER LATERAL MATERIAL AND DIAMETER.TIE-INS AND DISRUPTION OF EXISTING SEWER SERVICE SHALL BE LIMITED TO 2HOURS OR LESS PER CONNECTION/CUSTOMER, AND CONTRACTOR SHALL BERESPONSIBLE FOR SCHEDULING, COORDINATING AND NOTIFYING EXISTINGCUSTOMERS OF THE WORK.

4.HDPP SEWER WORK - GENERAL4.1.NEW HIGH DENSITY POLYPROPYLENE PIPE (HDPP) SHALL BE ADS SANITITE ®HIGH PERFORMANCE (HP) PIPE, OR APPROVED EQUAL, IN ACCORDANCE WITH ASTMF2764. PIPE (12” THROUGH 30” DIAMETER) SHALL CONSIST OF DUAL WALL PIPE WITHA SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS. INSTALL PIPE PERMANUFACTURER'S RECOMMENDATIONS AND PER ASTM D2321. CONTRACTORSHALL SELECT STANDARD PIPE LENGTHS (13' AND 20') AS REQUIRED FORINSTALLATION AND TO ACCOMMODATE TRENCH SHORING SYSTEMS.4.2.JOINTS. PIPE BELL AND SPIGOT JOINTS SHALL MEET THE RQUIREMENTS OFASTM F2764. JOINTS SHALL BE WATER-TIGHT PER ASTM D3212 UNDER 15 PSI AIRPRESSURE TEST. GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F477, ANDGASKETS SHALL BE COVERED AT THE FACTORY WITH A REMOVABLE, PROTECTIVEWRAP TO ENSURE GASKETS ARE FREE FROM DEBRIS. USE ONLY JOINT LUBRICANTAPPROVED BY THE MANUFACTURER FOR BELL ASSEMBLY. BELL SHALL BEREINFORCED WITH A POLYMER COMPOSITE BAND INSTALLED BY THEMANUFACTURER.4.3.FITTINGS. FITTINGS SHALL CONFORM TO ASTM F2764. BELL AND SPIGOTCONNECTIONS SHALL UTILIZE A WELDED OR INTEGRAL BELL AND VALLEY OR INLINEGASKETS MEETING THE WATERTIGHT JOINT PERFORMANCE REQUIREMENTS OFASTM D3212. TO ASSURE WATERTIGHTNESS, FIELD PERFORMANCE VERIFICATIONSHALL BE ACCOMPLISHED BY TESTING IN ACCORDANCE WITH ASTM F1417 OR ASTMF2487. TEST SEWER PIPE PER CITY STANDARD SPECIFICATION SECTION 71-3.4.4.LATERAL CONNECTIONS. PROVIDE STANDARD TAP CONNECTIONSRECOMMENDED BY THE MANUFACTURER, INSERTA TEE® TAP OR APPROVED EQUAL.LATERAL SERVICE TAPS SHALL BE COMPATIBLE WITH MAIN SEWER PIPE.4.5.MANHOLE/STRUCTURE CONNECTIONS. CONNECTION NEW SEWER TO EXISTINGAND NEW SEWER MANHOLE STRUCTURES USING CONNECTIONS MEETING THEREQUIREMENTS OF ASTM C923, AND RECOMMENDED BY THE PIPE MANUFACTURER.TRANSITION TO SMOOTH EXTERIOR SURFACE AT THE MANHOLE/PIPE INTERFACEUSING A CORRUGATED PIPE ADAPTER, PVC MANHOLE ADAPTER, ORPOLYPROPYLENE MANHOLE SLEEVE ADAPTER. 5.SEWER MANHOLES5.1.NEW SEWER MANHOLES SHALL BE PER CITY STANDARD DRAWING 25, FOR TYPEA AND TYPE B MANHOLES, AND OF THE SIZE INDICATED ON THE DRAWINGS.PROVIDE SHOP DRAWINGS FOR APPROVAL BY CITY AND ENGINEER, FOR ALL SEWERMANHOLES SHOWN ON THE DRAWINGS. UNLESS OTHERWISE SPECIFIED, ALLMANHOLES, FRAME AND COVER SHALL BE DESIGNED AND RATED FOR H-20 WHEELLOADING, AND ALL NEW SEWER MANHOLES SHALL BE LINED ON INTERIORSURFACES PER CITY STANDARDS.6.HANDLING, REMOVAL, AND ABANDONMENT OF ASBESTOS CEMENTPIPE6.1.REMOVE AND DISPOSE OF ASBESTOS CEMENT PIPE (ACP) IN ACCORDANCE WITHSTATE OF CALIFORNIA REQUIREMENTS AND THESE CONTRACTDOCUMENTS/TECHNICAL SPECIFICATIONS. REMOVAL OF ACP SHALL BE PERFORMEDBY A CONTRACTOR LICENSED AND CERTIFIED BY CAL/OSHA FOR SUCH REMOVAL.FOLLOW THE AWWA GUIDELINES FOR HANDLING, REMOVING AND DISPOSING OFACP AS STATED IN THE APPLICABLE SECTIONS OF AWWA STANDARDS C400, C401,C402, AND C403 COVERING ASBESTOS CEMENT TRANSMISSION AND DISTRIBUTIONPIPE. ACCOMPLISH THE REMOVAL OF ACP BY REMOVING INTACT PIPE SECTIONS,WHERE POSSIBLE. POTHOLE AND EXPOSE THE ACP AT LEAST TWO DAYS PRIOR TOREMOVAL TO VERIFY EXTENT OF PIPE TO BE REMOVED AND APPROPRIATENESS OFPROPOSED “ASBESTOS CEMENT PIPE REMOVAL AND DISPOSAL PLAN”. PERFORMALL CUTTING AND HANDLING OF ASBESTOS CEMENT PIPE IN ACCORDANCE WITHTHE STATE OF CALIFORNIA REQUIREMENTS. PROVIDE SUFFICIENT SUPERVISIONAND PERFORM MONITORING TO ASSURE CONFORMANCE WITH STATEREQUIREMENTS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR UTILIZEMETHODS OF REMOVAL THAT RESULT IN THE RELEASE OF ASBESTOS FIBERS INTOTHE AIR.6.2.SNAP CUTTING TOOLS SHALL BE USED FOR THE REMOVAL OF ASBESTOSCEMENT PIPE WHENEVER THE REMOVAL OF INTACT PIPE SECTIONS IS NOTPOSSIBLE. POWER “CUT OFF” SAWS, HANDSAWS, AND OTHER DEVICES ANDMETHODS THAT RESULT IN THE RELEASE OF ASBESTOS FIBERS INTO THE AIR SHALLNOT BE USED FOR THE REMOVAL OF ACP. THE PIPE SHALL BE WETTED PRIOR TOTHE SNAPPING OPERATION BEING PERFORMED. USE OF A HAMMER AND CHISEL TOGRADUALLY SPLIT AN ACP COUPLING LENGTHWISE MAY ONLY BE PERFORMED IFTHE “ASBESTOS CEMENT PIPE REMOVAL AND DISPOSAL PLAN” DEVELOPED BY THECONTRACTOR INCORPORATES MEASURES TO PREVENT THE RELEASE OFASBESTOS FIBERS INTO THE AIR, AND IS APPROVED BY THE CITY. IF DURING THEREMOVAL OF ACP BROKEN EDGES OCCUR, THE BROKEN EDGES OF ACP TO REMAININ SERVICE OR DISPOSED OF, SHALL BE ENCAPSULATED WITH CIM INDUSTRIES 1061ANSI/NSF 61 APPROVED LIQUID-APPLIED URETHANE COATING OR APPROVED EQUAL.CONTINUOUSLY WET THE ACP AROUND THE SNAP CUTTING TOOL DURING THEREMOVAL OPERATION. ALL PERSONNEL HANDLING THE ACP SHALL WEARPERSONAL PROTECTIVE EQUIPMENT INCLUDING GLOVES, SAFETY GLASSES, ANDPROPERLY FITTED RESPIRATORS DURING THE REMOVAL AND BAGGINGOPERATIONS AND SHALL BE TRAINED IN THE USE OF THE RESPIRATOR EQUIPMENT.ALL PEDESTRIAN TRAFFIC SHALL BE REROUTED TO MAINTAIN 30 FEET CLEAR OFTHE REMOVAL POINT.6.3.ALL REMOVED SECTIONS OR PIECES OF ACP SHALL BE BAGGED AND PREPAREDFOR DISPOSAL IMMEDIATELY AFTER REMOVAL. TRANSPORT AND DISPOSE OF ALLSECTIONS AND PIECES OF ACP IN ACCORDANCE WITH STATE REQUIREMENTS AT ALEGALLY OPERATING LANDFILL THAT ACCEPTS CONSTRUCTION DEBRIS. ALLSECTIONS OR PIECES OF ACP SHALL BE WETTED AND DOUBLE WRAPPED ORBAGGED WITH 6 MIL PLASTIC WRAP IM-MEDIATELY AFTER REMOVAL. THE OUTERWRAP SHALL BE SECURELY HELD IN PLACE WITH TAPE IN A MANNER TO PREVENTTHE RELEASE OF AIRBORNE ASBESTOS FIBERS.7.ABANDONMENT OF ACP SEWER IN PLACE.7.1.PRIOR TO ABANDONMENT OF SEWER, VERIFY WITH CITY THAT NO ACTIVE SEWERLATERALS REMAIN ON SEWER TO BE ABANDONED. ABANDON ACP IN PLACE BYFIRST FLUSHING THE PIPE CLEAN TO REMOVE SEWAGE AND SOLID MATTER, THENFILL ACP COMPLETELY WITH SLURRY CEMENT BACKFILL PER CALTRANS 19-3.02E.CAREFULLY KEEP TRACK OF VOLUME OF MATERIAL USED TO FILL PIPE, ANDCOMPARE WITH CALCULATED VOLUME OF PIPE TO ENSURE ABANDONED PIPE HASBEEN FILLED COMPLETELY. REVIEW QUANTITIES OF MATERIAL USED ANDCALCULATIONS WITH CITY AND ENGINEER, TO ENSURE ALL PARTIES CONCUR PIPEVOIDS ARE ADEQUATELY FILLED.8.ABANDONMENT OF SEWER MANHOLES8.1.ABANDON SEWER MANHOLES INDICATED TO BE ABANDONED, BY FIRST FLUSHINGMANHOLE CLEAN OF SEWAGE AND SOLID MATTER. CRACK SEWER MANHOLE SUCHTHAT MANHOLE CANNOT CONTAIN LIQUID. FILL MANHOLE WITH SLURRY CEMENTBACKFILL PER CALTRANS 19-3.02E, OR SAND BACKFILL WITH A SAND EQUIVALENT OF30 OR GREATER. REMOVE UPPER 12” OF MANHOLE CONE/GRADE RINGS ANDMANHOLE GRATE/COVER PRIOR TO RESTORING ROAD SECTION. 04/14/2021

SSSSSSSS
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SSFMSSFM
SSSS

SSSSSDGAS
GAS
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10 1112
14 1517 1819
EX. SSMH No. 1153RIM = 47.91'INV 8" CLAY PIPE (NE) = 40.84'INV 12" CLAY PIPE (E-W) = 40.68'BRICK STRUCTURE SSMH RIM = 47.61'TOP CONC COVER ALONG ROSSI ST. = 42.47'INV 10" CLAY = 40.13'BRICK STRUCTURESDMH RIM = 47.68'INV 18" CONC PIPE CAPPED (N) = 42.12'PRESSURE GAUGE ACROSS THE TOPEX. SSMH No. 1150RIM = 47.54'INV 8" CLAY PIPE = 41.42' EX. SDMH No. 1152RIM = 48.03'INV 18" CONC PIPE (NE)= 42.11'15" CONC PIPE (W)BRICK STRUCTURE EX. SDMH No. 1151RIM = 47.92'INV = 42.02'8" PIPE (N)18" STEEL PIPE (W)18" CONC PIPE (S)12" CONC PIPE (E)PARTIAL BRICK STRUCTUREEX. SDMH RIM = 47.68'INV 12" PVC DROP (SW) = 44.23'INV 18" CONC PIPE (NW-NE) = 42.60'EX. SSMH No. 1157RIM = 47.94'INV 12" ACP (E) = 44.12'INV 21" ACP (W) = 42.86' EX. SSMH 1156RIM = 47.85'IINV 21" ACP (W-E) = 42.75'14" PVC PIPE (SE)EX. SSMH No. 1155RIM = 47.32'IINV 15" PVC PIPE (W-SE) = 42.92'EX. SSMH No. 1167RIM = 48.65'INV 8" CLAY PIPE DROP (S) = 42.40'INV 8" CLAY PIPE DROP (N) = 42.40'INV 21" ACP (W-E) = 41.62' EX. SSMH No. 1169RIM = 48.60'INV 8" CLAY PIPE DROP (S) = 42.25'INV 12" CLAY PIPE (W-E) = 40.85' EX. SSMH No. 1178RIM = 48.60'INV 8" CLAY PIPE DROP (S) = 40.90'INV 12" CLAY PIPE (W-E) = 40.44'BRICK STRUCTURE EX. SSMH No. 1179RIM = 48.32'INV 24" STEEL PIPE (SW) = 38.17'21" ACP (SE)EX. SSMH No. 1180RIM = 48.51'INV 24" STEEL PIPE DROP (NE) = 37.67'36" HDPE PIPE (N) = 34.78'INV 48" STEEL PIPE (SW) = 34.78' EX. SSMH No. 1181RIM = 48.39'INV 8" CLAY PIPE (N) = 40.45'INV 12" CLAY PIPE (W-E) = 38.69'INV 48" STEEL PIPE (SW-NE) = 34.74' EX. SDMH No. 1182RIM = 48.73'INV 21" CONC PIPE = 41.47'BRICK STRUCTURE EX. SSMH No. 1183RIM = 48.00'INV 48" STEEL PIPE (SW-NE) = 35.30' SSMH RIM = 47.74'INV 21" CONC PIPE = 41.47'BRICK STRUCTURESDMH RIM = 47.65'INV 10" PVC (E) = 42.60'INV 12" PVC (SE) = 42.30'INV 24" CONC PIPE = 41.20'

SEARCHED FOR SSMH, NOTHING FOUND
DS
DS
S

D SS SS SSSSS
S
D
D
SURVEY CONTROL POINTSPT. NO.1011121415171819
NORTHING2141320.862141398.012141372.822141488.782141353.572141330.222141345.802141307.91 EASTING5783689.745784291.505784280.435784348.705784043.175783939.395783757.345783748.54 ELEV.48.8448.1247.8548.0848.3448.6747.9448.17
DESC.SET MAG NAIL AND WASHER "WALLACE GROUP"SET XFOUND CONTROL NAIL AND TINSET X IN TOP OF CURBSET X IN MANHOLE COLLARSET MAG NAIL AND WASHER "WALLACE GROUP"SET MAG NAIL AND WASHER "WALLACE GROUP"SET X IN TOP OF CURBN 0(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE(IN FEET)GRAPHIC SCALE40801 IN = 40 FT20

ORIGINAL SCALE IS IN INCHESFOR REDUCED PLANS
T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401

DATE SIGNEDSIGNATURE
www.wallacegroup.us

E LAKE STREET

CALIFORNIA STREET

E ROSSI STREET

BRIDGE STREETBRIDGE ALLEY

N MAIN STREET

BRIDGE STREET

SOLEDAD STREET

CALIFORNIA STREET

SHERWOOD DRIVE

LAKE ALLEY
Scale: 1" = 40' PROJECT SURVEY CONTROLSURVEY NOTES1.THE HORIZONTAL DATUM FOR THIS SURVEY IS THE NORTH AMERICANDATUM OF 1983, (1992 HPGN EPOCH 1991.35)2.THE PROJECTION USED IS THE CALIFORNIA COORDINATE SYSTEM OF 1983(CCS83), ZONE 4 PROJECTION.3.THIS SURVEY TIED TO 3 CITY OF SALINAS REFERENCE STATIONS. THOSESTATIONS ARE THE POINTS DESIGNATED "5050"(NOT SHOWN HEREON),HAVING A PUBLISHED POSITION OF: NORTHING 2,153,791.49', EASTING5,794,845.83'; AND "5051"(NOT SHOWN HEREON), HAVING A PUBLISHEDPOSITION OF: NORTHING 2,148,554.01', EASTING 5,793,264.82' AND "5105"(NOT SHOWN HEREON) HAVING A PUBLISHED POSITION OF: NORTHING2,152,402.94', EASTING 5,789,049.34'. THE RESULTING BEARING FROM "5050"TO "PT. NO 10" BEING: S 41° 48' 56" W. THE BEARINGS SHOWN HEREON AREREFERENCED TO CCS83, ZONE 4 GRID NORTH.4.ALL MEASUREMENTS LISTED, SHOWN AND REPRESENTED HEREON AREBASED ON GRID DISTANCES OF THE CALIFORNIA COORDINATE SYSTEM OF1983 ZONE 4 PROJECTION. THE COMBINED SCALE FACTOR FOR THEPROJECT IS 0.9999442 THIS SCALE FACTOR WAS CALCULATED USING ANELEVATION OF 48.84 FEET FOR PT. NO. 10. DIVIDE THE DISTANCES HEREONBY THE COMBINED SCALE FACTOR TO OBTAIN GROUND DISTANCES. ALLDISTANCES SHOWN ARE U.S. SURVEY FEET.

5.THE CONVERGENCE ANGLE IS: - 1° 34' 58.78" AT PT. NO. 10.6.THE ORTHOMETRIC HEIGHTS (ELEVATIONS) ARE BASED ON THE NORTHAMERICAN VERTICAL DATUM OF 1988 (NAVD88). THIS SURVEY TIED TO THEPOINT DESIGNATED AS PT. NO 5050 (NOT SHOWN HEREON) ON THERECORD OF SURVEY FOUND IN VOL. 25 OF SURVEYS ON PAGES 94 IN THEOFFICE OF THE RECORDER OF MONTEREY COUNTY, CALIFORNIA, HAVING APUBLISHED ELEVATION OF 102.73.'7.THE IMAGERY SHOWN HEREON IS DERIVED FROM GOOGLE EARTH AND ISFOR INFORMATIONAL PURPOSES ONLY.8.UNDERGROUND PIPE SIZES ARE BASED ON VISUAL OBSERVATIONS MADEFROM THE SURFACE AND ARE APPROXIMATE.9.UNDERGROUND UTILITY LOCATIONS ARE PLOTTED BASED ON ABOVEGROUND PAINT MARKS BY OTHERS, ABOVE GROUND SURFACESTRUCTURES. ACTUAL LOCATION MAY DIFFER. ADDITIONALUNDERGROUND UTILITY LINES MAY EXIST. FOR INFORMATION REGARDINGUTILITY LOCATION, SIZE, DEPTH, CONDITION, AND CAPACITY CONTACTUTILITY OR MUNICIPAL/PUBLIC SERVICE FACILITY.

Clayton L. BradshawALNo. 8298ATTSOFECAONRFIILICENSED LAND SURVEYOR 04/14/2021

ELEVATION

ELEVATION
STATION25303540455055
25303540455055
10+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+2012+4012+6012+8013+00 4" SS LATSTA: 11+51.294" SS LATSTA: 11+49.19
4" SS LATSTA: 11+90.764" SS LATSTA: 11+88.76
4" SS LATSTA: 12+43.734" SS LATSTA: 12+60.124" SS LATSTA: 12+93.004" SS LATSTA: 12+91.70 EX. 3" PG&E CONDSTA: 11+94.18
30" HDPE SS307.14 LF @ 0.50% SLOPEEX. 21" EPOXY LINED ACP SS EX. 12" VCP SS
EX. 12" VCP SS
STA:11+15.83SSMH No. S4RIM=48.47FL IN (30")=36.81(E)FL OUT (30")=36.71(NW) STA:11+01.85SSMH No. S5RIM=47.94FL IN (30")=36.64(SE)FL OUT (30")=36.54(W) STA:10+86.81SSMH No. S6RIM=48.00FL IN (30")=35.28(E)FL IN (36")=34.78(N)FL OUT (48")=34.78(SW)EX. 6" GASSTA: 10+74.46 EX. 6" GASSTA: 11+07.70EX. 3" GASSTA: 10+96.444" SS LATSTA: 11+02.06 EX. 48" SS

SSSSSSSSSS
SS
SS
SSSS

SSSSSSSSSS

SSSSSSSS
SD
EX. SSMH No. 1178RIM = 48.60'INV 8" CLAY PIPE DROP (S) = 40.90'INV 12" CLAY PIPE (W-E) = 40.44'BRICK STRUCTURE EX. SSMH No. 1179RIM = 48.32'INV 24" STEEL PIPE (SW) = 38.17'21" ACP (SE)EX. SSMH No. 1180RIM = 48.51'INV 24" STEEL PIPE DROP (NE) = 37.67'36" HDPE PIPE (N) = 34.78'INV 48" STEEL PIPE (SW) = 34.78'EX. SSMH No. 1181RIM = 48.39'INV 8" CLAY PIPE (N) = 40.45'INV 12" CLAY PIPE (W-E) = 38.69'INV 48" STEEL PIPE (SW-NE) = 34.74'EX. SDMH No. 1182RIM = 48.73'INV 21" CONC PIPE = 41.47'BRICK STRUCTUREEX. SSMH No. 1183RIM = 48.00'INV 48" STEEL PIPE (SW-NE) = 35.30'STA: 11+15.83SSMH No. S4N: 2141325.43E: 5783778.26 SSSSSS
SS
SS
SSSS
BP: 10+00.00'N: 2141302.23E: 5783671.43PI: 10+44.57'N: 2141311.42E: 5783715.05PI: 10+63.43'N: 2141320.68E: 5783731.48 SSSS
STA: 11+01.85SSMH No. S5N: 2141333.78E: 5783767.03
STA: 10+86.81SSMH No. S6N: 2141331.58E: 5783752.1611+00 12+00
13+00 106
MATCHLINESTA: 13+00SEE SHEET PP-2
Scale: 1" = 20' PLAN
Scale: 1" = 20' PROFILE
N
001"3.752.51.255

ORIGINAL SCALE IS IN INCHESFOR REDUCED PLANS
T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401

DATE SIGNEDSIGNATURE
www.wallacegroup.us

OF
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Copyright © Wallace Group, a CaliforniaCorporation. All rights reserved. Copies of thisdrawing shall have this notice.These plans and specifications, and the ideas anddesigns incorporated herein, are instruments ofservice prepared for the construction of work shownhereon and shall not be used in whole or in part forany other project without written authority of WallaceGroup, a California Corporation. ®
2021CITY OF SALINASLAKE STREET EMERGENCY SEWER REPAIR604/14/20210886-0016KEWJJCSHEETSLAKE STREET STA 10+00 TO STA 13+00PP-1 4 FILE NAME: 0886-0016-LAKE STREET.DWG
KARI E. WAGNERCIVILNo. 66026ALATTSOFECAONRFIIREGISTERED PROFESSIONAL ENGINEER 002040(IN FEET)10GRAPHIC SCALE1 IN = 20 FT
REFERENCE NOTES:100EXISTING CONDITIONS101EXISTING UTILITY, PROTECT IN PLACE. LOCATION IS APPROXIMATE,CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND LOCATING ALLUTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, PRIOR TOTHE START OF WORK.102EXISTING SANITARY SEWER MANHOLE, PROTECT IN PLACE.103EXISTING STORM DRAIN MANHOLE, PROTECT IN PLACE.. 104EXISTING PG&E VAULT, PROTECT IN PLACE.105EXISTING SANITARY SEWER, PROTECT IN PLACE.106EXISTING STORM DRAIN, PROTECT IN PLACE.. 200PROPOSED CONSTRUCTION20130" HDPP SEWER MAIN, SEE SPECIFICATIONS.20212" PVC C900 CLASS 235 DR18 FORCE MAIN, SEE SPECIFICATIONS.20314" PVC C900 CLASS 235 DR18 FORCE MAIN, SEE SPECIFICATIONS.2048" PVC SDR35 GRAVITY SEWER, SEE SPECIFICATIONS. CONNECTIONDETAILS PER DETAIL 6, SHEET D-1.205EXISTING ACP SEWER, ABANDON IN PLACE, SEE SPECIFICATIONS.206EXISTING ACP SEWER, REMOVE AND DISPOSE OF ACP AS REQUIRED FORNEW CONSTRUCTION, SEE SPECIFICATIONS.207ABANDON SEWER MANHOLE IN PLACE, SEE SPECIFICATIONS.208EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 60"MANHOLE PER DETAIL 1, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS.209CONSTRUCT NEW 72" MANHOLE PER DETAIL 2, SHEET D-1. COAT INTERIORPER SPECIFICATIONS.210EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 60"DROP MANHOLE PER DETAIL 3, SHEET D-1. COAT INTERIOR PERSPECIFICATIONS.211CONSTRUCT NEW 60" MANHOLE PER DETAIL 4, SHEET D-1. COAT INTERIORPER SPECIFICATIONS.212CONSTRUCT NEW 60" MANHOLE PER DETAIL 5, SHEET D-1. COAT INTERIORPER SPECIFICATIONS.213EXISTING LATERAL SHOWN ON CCTV FOOTAGE. RE-CONNECT ALL ACTIVELATERALS.214EXISTING SANITARY SEWER MANHOLE. REMOVE FOR CONSTRUCTION OFNEW MANHOLE.215EXISTING LATERAL SHOWN ON CCTV FOOTAGE, FIELD VERIFY CUSTOMERCONNECTION DIRECTION FOR ACTIVE LATERALS. RE-CONNECT ALL ACTIVELATERALS.216EXISTING 12" VCP SEWER, ABANDON IN PLACE, SEE SPECIFICATIONS.217EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 96"MANHOLE PER DETAIL 6, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS.218CONNECT TO EXISTING FORCE MAIN WITH PIPE COUPLING. CONTRACTORREQUIRED TO USE FITTINGS AS REQUIRED TO MAKE CONNECTION.CONTRACTOR SHALL NOT USE MORE THAN A 45 DEGREE BEND IN THECONNECTION. SEE SPECIFICATIONS.

BRIDGE STREETBRIDGE ALLEY

SOLEDAD STREET
E LAKE STREET106105103102105101101 105105101105102217214206205 213
213213213 CAUTION: EXISTING 6" GAS MAIN101
CAUTION: EXISTING 3" GAS LINE201201213213213213213101201105211212216 CAUTION: EXISTING 3" GAS LINE
105
10204/14/2021

ELEVATION

ELEVATION
STATION25303540455055
25303540455055
13+0013+2013+4013+6013+8014+0014+2014+4014+6014+8015+0015+2015+4015+6015+8016+0016+2016+28 4" SS LATSTA: 13+16.084" SS LATSTA: 13+18.084" SS LATSTA: 13+46.264" SS LATSTA: 13+63.254" SS LATSTA: 13+75.744" SS LATSTA: 13+82.544" SS LATSTA: 13+96.334" SS LATSTA: 13+98.534" SS LATSTA: 14+13.42EX. 2" GASSTA: 14+19.52 4" SS LATSTA: 14+76.224" SS LATSTA: 14+78.024" SS LATSTA: 15+16.104" SS LATSTA: 15+17.904" SS LATSTA: 15+45.284" SS LATSTA: 15+47.48EX. 6" GAS MAINSTA: 15+75.54EX. 12" GAS MAIN (ABND)STA: 15+77.87EX. 6" WATERSTA: 15+88.29EX. 12" HIGH PRESSURE GASSTA: 16+10.67 STA:14+22.97EX. SSMH No. S3RIM=48.15FL IN (30")=38.34(E)FL IN (8")=42.25(S)FL IN (8")=40.17(S)FL OUT (30")=38.34(W) STA:15+69.78SSMH No. S2RIM=47.58FL IN (15")=40.41(SE)FL IN (30")=39.08(E)FL OUT (30")=39.08(W) 30" HDPE SS 146.80 LF @ 0.50% SLOPEEX. 21" EPOXY LINED ACP SS STA:15+90.42SSMH No. S1RIM=47.52FL IN (12")=40.68(E)FL IN (12")=39.38(SE)FL IN (8")=40.84(NE)FL OUT (30")=39.18(W)EX. 12" EPOXY LINED ACP SSFMEX. 14" PVC SSFM EX. 12" VCP SS
4" SS LATSTA: 13+01.094" SS LATSTA: 13+04.09
SSSS
SS
SSSS
SS
SS
SS
SS
SS SS
SSSS

SSSSFMSSFM
SSFM
SSFM
SSSS
UNSURE WHICH DIRECTION LATERAL COMES FROM.

UNSURE WHICH DIRECTION LATERAL COMES FROM.

SDSD
SDSD
EX. SSMH No. 1153RIM = 47.91'INV 8" CLAY PIPE (NE) = 40.84'INV 12" CLAY PIPE (E-W) = 40.68'BRICK STRUCTURE EX. SSMH No. 1150RIM = 47.54'INV 8" CLAY PIPE = 41.42'
EX. SDMH No. 1152RIM = 48.03'INV 18" CONC PIPE (NE)= 42.11'15" CONC PIPE (W)BRICK STRUCTUREEX. SDMH No. 1151RIM = 47.92'INV = 42.02'8" PIPE (N)18" STEEL PIPE (W)18" CONC PIPE (S)12" CONC PIPE (E)PARTIAL BRICK STRUCTUREEX. SDMH RIM = 47.68'INV 12" PVC DROP (SW) = 44.23'INV 18" CONC PIPE (NW-NE) = 42.60'EX. SSMH No. 1157RIM = 47.94'INV 12" ACP (E) = 44.12'INV 21" ACP (W) = 42.86' EX. SSMH 1156RIM = 47.85'IINV 21" ACP (W-E) = 42.75'14" PVC PIPE (SE)EX. SSMH No. 1155RIM = 47.32'IINV 15" PVC PIPE (W-SE) = 42.92'EX. SSMH No. 1167RIM = 48.65'INV 8" CLAY PIPE DROP (S) = 42.40'INV 8" CLAY PIPE DROP (N) = 42.40'INV 21" ACP (W-E) = 41.62' EX. SSMH No. 1169RIM = 48.60'INV 8" CLAY PIPE DROP (S) = 42.25'INV 12" CLAY PIPE (W-E) = 40.85'STA: 14+22.97SSMH No. S3N: 2141370.21E: 5784082.12STA: 15+69.78SSMH No. S2N: 2141391.40E: 5784227.39 SSSS
SSSS
SS
SS
SS
CAUTION: EXISTING 6" GAS MAIN4" WATER MAINSTA: 15+90.42SSMH No. S1N: 2141394.35E: 5784247.81SSSSCAUTION: EXISTING 12" HIGHPRESSURE GAS TRANSMISSION MAINEP: 16+29.35'N: 2141394.81E: 5784285.03 PI: 15+97.50'N: 2141390.16E: 5784253.5216+29
13+00
14+00
15+00
16+00
Scale: 1" = 20' PLAN
Scale: 1" = 20' PROFILE
001"3.752.51.255

ORIGINAL SCALE IS IN INCHESFOR REDUCED PLANS
T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401

DATE SIGNEDSIGNATURE
www.wallacegroup.us

E LAKE STREET

CALIFORNIA STREET

LAKE ALLEY
FL IN (14")
101101101 213213215101 201205210204214205213213213 105106106 101
106106
106101104
101103
103103103101
202208209
203206206102201214201213213 213213
213213213
213
REFERENCE NOTES:100EXISTING CONDITIONS101EXISTING UTILITY, PROTECT IN PLACE. LOCATION IS APPROXIMATE,CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND LOCATING ALLUTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, PRIOR TOTHE START OF WORK.102EXISTING SANITARY SEWER MANHOLE, PROTECT IN PLACE.103EXISTING STORM DRAIN MANHOLE, PROTECT IN PLACE.. 104EXISTING PG&E VAULT, PROTECT IN PLACE.105EXISTING SANITARY SEWER, PROTECT IN PLACE.106EXISTING STORM DRAIN, PROTECT IN PLACE.. 200PROPOSED CONSTRUCTION20130" HDPP SEWER MAIN, SEE SPECIFICATIONS.20212" PVC C900 CLASS 235 DR18 FORCE MAIN, SEE SPECIFICATIONS.20314" PVC C900 CLASS 235 DR18 FORCE MAIN, SEE SPECIFICATIONS.2048" PVC SDR35 GRAVITY SEWER, SEE SPECIFICATIONS. CONNECTIONDETAILS PER DETAIL 6, SHEET D-1.205EXISTING ACP SEWER, ABANDON IN PLACE, SEE SPECIFICATIONS.206EXISTING ACP SEWER, REMOVE AND DISPOSE OF ACP AS REQUIRED FORNEW CONSTRUCTION, SEE SPECIFICATIONS.207ABANDON SEWER MANHOLE IN PLACE, SEE SPECIFICATIONS.208EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 60"MANHOLE PER DETAIL 1, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS.209CONSTRUCT NEW 72" MANHOLE PER DETAIL 2, SHEET D-1. COAT INTERIORPER SPECIFICATIONS.210EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 60"DROP MANHOLE PER DETAIL 3, SHEET D-1. COAT INTERIOR PERSPECIFICATIONS.211CONSTRUCT NEW 60" MANHOLE PER DETAIL 4, SHEET D-1. COAT INTERIORPER SPECIFICATIONS.212CONSTRUCT NEW 60" MANHOLE PER DETAIL 5, SHEET D-1. COAT INTERIORPER SPECIFICATIONS.213EXISTING LATERAL SHOWN ON CCTV FOOTAGE. RE-CONNECT ALL ACTIVELATERALS.214EXISTING SANITARY SEWER MANHOLE. REMOVE FOR CONSTRUCTION OFNEW MANHOLE.215EXISTING LATERAL SHOWN ON CCTV FOOTAGE, FIELD VERIFY CUSTOMERCONNECTION DIRECTION FOR ACTIVE LATERALS. RE-CONNECT ALL ACTIVELATERALS.216EXISTING 12" VCP SEWER, ABANDON IN PLACE, SEE SPECIFICATIONS.217EXISTING SANITARY SEWER MANHOLE. REMOVE AND CONSTRUCT NEW 96"MANHOLE PER DETAIL 6, SHEET D-1. COAT INTERIOR PER SPECIFICATIONS.218CONNECT TO EXISTING FORCE MAIN WITH PIPE COUPLING. CONTRACTORREQUIRED TO USE FITTINGS AS REQUIRED TO MAKE CONNECTION.CONTRACTOR SHALL NOT USE MORE THAN A 45 DEGREE BEND IN THECONNECTION. SEE SPECIFICATIONS. 215 MATCHLINESTA: 13+00SEE SHEET PP-1
213
101218218
TIE-IN LOCATION, POTHOLEALL UTILITIES TO CONFIRMEXACT TIE-IN LOCATION. 04/14/2021
Scale: NTSMANHOLE S1 - 60" DIA1Scale: NTSMANHOLE S2 - 72" DIA2Scale: NTSDROP MANHOLE S3 - 60" DIA3Scale: NTSMANHOLE S4 - 60" DIA4 Scale: NTSABANDON MANHOLE 11677Scale: N/ACITY OF SALINAS STANDARD PLAN 257

ORIGINAL SCALE IS IN INCHESFOR REDUCED PLANS
T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401

DATE SIGNEDSIGNATURE
www.wallacegroup.us

FERNCOFLEXIBLECOUPLING ORAPPROVEDEQUAL
DEMOLISH AND REMOVE MANHOLESTRUCTURE AS REQUIRED TOCONSTRUCT NEW DROP MANHOLE S3.

FOR DROP MANHOLE S3 DETAIL,SEE DETAIL THIS SHEET.

ABANDONEXISTING 21"ACP PERSPECIFICATIONS
EXISTING48" SEWER MAINCROWN 8": 43.07'INV 8": 42.40'CROWN 21": 43.37'INV 21": 41.62'CROWN 21": 43.37'INV 21": 41.62' PROPOSED30" HDPP
PROPOSED30" HDPP
8" PVC DROP PER SALINASCITY STANDARD PLAN 25,SEE DETAIL 7 THIS SHEET PROPOSED 14" PVCFORCE MAIN
CROWN: 41.58'INV: 39.08'CROWN: 41.58'INV: 39.08'
CROWN: 41.58'INV: 40.41'
PROPOSED30" HDPP
PROPOSED30" HDPP
EXISTING 12" VCPEXISTING 8" VCPPROPOSED 12" PVCFORCE MAIN CROWN: 41.68'INV: 39.18'CROWN: 41.51'INV: 40.84'
CROWN: 41.68'INV: 40.68'CROWN: 40.38'INV: 39.38'
PROPOSED30" HDPP
PROPOSED30" HDPP
Scale: NTSMANHOLE S5 - 60" DIA5Scale: NTSMANHOLE S6 - 96" DIA6 CROWN: 39.04'INV: 36.54'CROWN: 39.14'INV: 36.64'
PROPOSED30" HDPP
PROPOSED30" HDPP
N N
PROPOSED30" HDPPEXISTING36" HDPECROWN: 38.78'INV: 34.78' CROWN: 37.78'INV: 34.78'
CROWN: 37.78'INV: 35.28'
N
04/14/2021
1390 Norman Avenue
Santa Clara, CA 95054
Fax: 408/970-9975
Lic. No. 245215

ANDERSON PACIFIC
Engineering Construction, Inc.

April 21, 2021

City of Salinas
Department of Water, Waste and Energy

Attention: Brian Frus, Senior Engineer
Re: Lake Street Emergency Sewer Repair

Mr. Frus:

Please find below and attached break-down of the cost proposal for the emergency work for the Lake Street sewer system.

Please note this is proposal is based off drawings provided by Wallace Group, site reconnaissance a nd in-field/ Zoom meeting design discussions with the City and the Design Engineer.

APEC is providing this proposal as a courtesy and under the assumption that th is emergency work will be performed on a time and materials basis.

Lake Street Emergency Sewer Repair: $917,362.00

TOTAL: $917,362.00

1. Labor rates will be per the current Director of Industrial Relations (DIR) prevailing wage rates.

2. Sr. Project Manager hourly rates = $200/HR (ST) / $225/HR (OT) / $250/HR (DT)

3. General Superintendent hourly rates = $150/HR (ST) / $175/HR (OT) / $200/HR (DT)

4. Anderson Pacific owned equipment will be charged out per current Caltrans equipment rental rates (see attached). Equipment rented from rental companies will be charged per the rental company invoice.

5. Materials and subs will be charged per their individual invoices.

6. Daily Extra Work Reports will be completed on a daily basis (template attached).

If you have any questions, please contact me at (408)-316-7986.

Sincerely,

Michael P. Gossett

Michael Gossett
Project Manager

Anderson Pacific Engineering Construction, Inc.

City of Salinas Lake Street Emergency Sewer Repair
Project Estimate
Item Description Quantity Units Unit Price Bid Total Notes Direct Labor Burdened and Profit Labor Including Staff
Man Hours Staff Man Hours
1000 Mobilization including fencing 1 LS $25,000.00 $25,000.00 lump sum 7,126.00$ 11,345.62$ 96 4 1800 Potholing 2 DAY $4,500.00 $9,000.00 Daily rate 3,928.00$ 6,772.48$ 48 4 2000 Sheeting & Shoring 1 LS $10,000.00 $10,000.00 lump sum 4,500.00$ 7,590.44$ 20 4 3000 Traffic Control set up and dismantle 1 LS $9,700.00 $9,700.00 lump sum 3,563.00$ 7,405.97$ 20 8 16000 30" Sanitite Sanitary Sewer 23 20 LF $11,522.00 $265,006.00 per 20ft section, includes delivery to job site, trenching, installation, backfill and 45,317.00$ 76,357.71$ 600 40 17500 60" SSMH 4 EA $16,750.00 $67,000.00 unit cost each removal and installation 17,163.00$ 26,853.97$ 216 8 17526 72" SSMH 1 EA $19,000.00 $19,000.00 unit cost each removal and installation 7,963.00$ 11,964.81$ 49 2 17528 96" SSMH 1 EA $25,000.00 $25,000.00 unit cost each removal and installation 8,620.00$ 12,904.32$ 56 2 17600 AC Pavement Restoration 3,120 SF $10.00 $31,200.00 unit cost 8,772.00$ 17,165.72$ 112 16 17700 Abandon Exist 21" ACP and Manholes 476 LF $36.00 $17,136.00 unit cost 4,951.00$ 11,701.69$ 64 16 28000 12" PE Above Grade Bypass Piping Monitoring 30 DAY $6,844.00 $205,320.00 daily rate, includes 24/7 monitoring, pump/ mechanical rental 86,872.00$ 141,558.56$ 1296 60 28500 Bypass Set-up/ Pipe Procure/ Fuse 1 LS $71,000.00 $71,000.00 lump sum 8,908.00$ 17,360.20$ 120 16 28750 Bypass Dismantle 1 LS $35,000.00 $35,000.00 lump sum 8,908.00$ 17,360.20$ 120 16 Subtotal $789,362.00
Overhead and Profit $128,000.00 $128,000.00 percent markup on subtotal Subtotal $917,362.00 216,591.00$ 366,341.69$ 2817 196 Grand Total $917,362.00 366,341.69$ checksum **Mark-up will be charged per Caltrans rates: Labor (surcharge- 10%, mark up- 30%); Equipment- 10%; Material- 10% APEC Job #: XXXX
Work Performed by: ANDERSON PACIFIC ENGINEERING CONSTRUCTION, INC. Date Performed:

Work Performed at the direction of: DEWR #: XXXX-xx
Description of Work:

EQUIP. EQUIPMENT OT/Delay HOURS HOURLY EXTENDED LABOR HOURS HOURLY EXTENDED NO. Factor RATE AMOUNTS RATE AMOUNTS
0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ 0 1 RT -$ -$ 0 RT -$ -$ OT -$ -$ OT -$ -$ MATERIAL and/or WORK DONE BY SPECIALISTS
Description No. Units Unit Cost Amount Sub-Total Labor RT -$ $0.00 Labor Surcharge RT 10% -$
$0.00 Sub-Total Labor OT -$
$0.00 Labor Surcharge OT 10% -$
$0.00 Subsistence
$0.00
$0.00
$0.00 TOTAL COST OF LABOR -$
TOTAL COST OF EQUIPMENT, MATERIALS AND WORK -$
35% MARK-UP ON LABOR COST -$
15% MARK-UP ON EQUIP., MATERIAL AND WORK COST -$
3% OVERHEAD & INSURANCE -$
TOTAL THIS REPORT -$

DAILY EXTRA WORK REPORT
State of California
California State Transportation Agency
Department of Transportation
Division of Construction
Labor Surcharge
and Equipment Rental Rates
(Cost of Equipment Ownership)
Effective April 1, 2021 through March 31, 2022

Table of Contents
Labor Surc harge ..................................................................................A Overtime and Multiple Shifts ................................................................C Delays ..................................................................................................D Daily Extra Work Bill ............................................................................D Attachments ..........................................................................................1 AIRCP Air Comp ressors ..................................................................................1 AIRDL Air Drills, Crawler .................................................................................1 AIRTO Air Tools ...............................................................................................1 ASDSP Asphalt Dike and S houlder Pavers ......................................................2 ASPAV Asphalt Pa vers .....................................................................................2 ASPWP Asphalt Windrow/Pickup Machines.......................................................3 AUGCL Augers, Craw ler Mounted .....................................................................3 AUGHZ Augers, Horizontal ................................................................................3 AUGTK Augers, Tr uck Mounted.........................................................................3 BITDT Bituminous Distributors ........................................................................4 BRMSW Brooms and Sw eeping Equipment........................................................4 BRUCP Brush Chipping and Shredding Machines ............................................4 COMHG Compactors, Hand Guided ...................................................................4 CONMX Concrete Mixers....................................................................................5 CONPM Concrete Pumps ...................................................................................5 CONSF Concrete S lipform Pavers .....................................................................5 CONVB Concrete Vibrators ................................................................................5 CRBEX Curb Extrus ion Machines......................................................................5 CRBSF Concrete Barrie r Slipform Pavers .........................................................5 ELGEN Electric Generator s and Light Plants ....................................................6 ELTOL Electric Powe red Hand Tools................................................................6 FKLFT Fork Lift Trucks ....................................................................................6 GRADR Graders .................................................................................................6 HAMMR Hammers, Demo lition and Pile .............................................................7 HCECL Hydraulic Cranes and Excavators, Crawler Mounted...........................8 HCESP Hydraulic Cranes and Excavators, Self Propelled................................12 HCETD Hydraulic Cranes and Excavators,Truck Mounted with Carrier.......... ..14 HCETG Hydraulic Cranes and Excava tor Truck MTD less Carrier ...................15 HYLFT Hydraulic Personnel Lifts and Aerial Work Platforms ..........................16 LDRCL Loaders, Crawler ..................................................................................16 LDRRT Loaders, Ru bber Tire ...........................................................................17 LEADS Leads, Pile Driving ...............................................................................20 NONOP Non-Operated Equipment (daily rates) ................................................21 PGDIA Pavement Grinders, Diamond Blade ....................................................22 PGT-C Pavement Grinders, Tungsten-Carbide Bits ........................................22 PUMWA Pumps, Water .......................................................................................23 ROL-2 Rollers, Tandem Steel Wheels ............................................................23 ROLRT Rollers, Rubber Tire, Self Propelled ....................................................24 ROTAM Roller-Tapping, Segmented, Sheepsfoot, Self Propelled ....................24 ROTAT Rollers-Tamping, Segmented, Sheepsfoot Towed...............................25 ROVIB Rollers, Vibratory, Self Propelled..........................................................25 S&CCL Shovels and Cranes, Crawler ...............................................................28 S&CTK Shovels and Cranes, Truck Mounted ...................................................28 SANBL Sand Blasting Equipment......................................................................28 SAWCH Saws, Chain and Earth Auger Attachment ...........................................29 SAWCO Saws, Concrete and Masonry ...............................................................29 SCRSP Scrapers, Se lf Propelled .......................................................................29 TRACC Tractors, Crawler...................................................................................30 TRACH Tractors, Heavy ....................................................................................31 TRACS
Tractors R, ubber Tire, Industrial, Farm and Skid Steer .......................32 TRAFA Traffic Control and Safety Devices (hourly rates).................................32 TRAFC Traffic Control and Safety Devices (daily rates) ...................................32 TRAIL Trailers u, Eq ipment, Low Bed...............................................................33 TRAIT Trailers u, Eq ipment, Tilt Bed.................................................................33 TRENC Trenching Machines..............................................................................33 TRUCK Truck, Truck Trailers, EXCL Dump Trucks and EQPT Trail.................34 TRUOF Trucks, Off Highway..............................................................................34 TRUON Trucks, Dump, On-highway ................................................................. .35 WELD Welding Equipment...............................................................................35

THIS PAGE LEFT INTENTIONALLY BLANK

FOR DOUBLE-SIDED PRINTING

USER'S GUIDE

FOR LABOR SURCHARGE AND EQUIPMENT RENTAL RATES
April 1, 2021 - March 31, 2022

Equipment Rental Rates are available on the Internet at:

http://www.dot.ca.gov/programs/construction/equipment-rental-rates-and-labor-surcharge

Miscellaneous Equipment Rental Rates are available on the Internet at:

http://www.dot.ca.gov/programs/construction/miscellaneous-equipment-rental-rates-and-labor-surcharge

The miscellaneous listing is updated daily.

Changes

Books are no longer available in hard copy and should be downloaded from the internet and printed.

Changes to the equipment rates i n the April 1, 20 21 book are the result of: 1) fuel costs decreased; 2) interest rates decreased; 3) Producers' Price I ndex increased; 4) increase in sales tax; and 5) no change in freight (F.O.B.) rates.

Labor Surcharge

The labor surcharge compensates the contractor for statutory payroll items stipulated by various governmental agencies. The six items included are worker’s compensation, social security, Medicare, Federal unemployment insurance, State unemployment insurance, and State training taxes. The general rate is an average of the job classifications common to Caltrans projects. T he labor surcharges in the April 1, 20 21 book are the result of some changes in worker's compensation rates. The rates were derived from using the pure premium rate approved by the Insurance Commissioner effective January 1, 20 21 and increasing it by the historical statewide average expense. In the calculation of the labor surcha rge for overtime work, the worker's compensation is not included on the premium portion of overtime, as provided by worker's compensation regulations.

The surcharge percentage to be applied to the actual wages paid as provided in Section 9-1.04B [9-

1.03A(1b)] of the Standard Specifications will be 10 percent for regular time (RT) and 10 percent for overtime (OT).

Exceptions to the general rate are listed below. These classifications were chosen because of high worker’s compensation insurance costs. Forward questions, regarding worker’s compensation rating and proper labor surcharge usage, to the rental rate personnel in the Division of Construction.

EXCEPTIONS

Type of Work Performed Labor Surcharge Percent

RT OT

Concrete Construction - Bridge.......................................................................... 10 10

Drilling ................................................................................................................ 12 12

Fence & Guardrail Construction ......................................................................... 10 10

Erection of structural metal for metal bridges, excluding sign bridge ............... 13 12

Landscape Gardener ........................................................................................... 10 10

Mobil Crane & Hoist Service............................................................................. 12 12

Painting Steel Structures or Bridges ................................................................... 13 12

Pile Driving, not including drilled, cast-in-place concrete piles ........................ 17 16

Sign Erection or Repair ..................................................................................... 13 12

Wrecking & Demolition ..................................................................................... 12 12

An appropriate labor surcharge will be established by the Division of Construction for work that is determined by the resident engineer to be covered by Longshoreman and Harbor Worker’s Act.

Background

By the authority described in Section 9-1.04 [9-1.03A] of the Standard Specifications, compensation for work paid by force account is determined to be the total of the direct equipment costs (rental rate) plus a 15 percent markup for all overhead not included as direct costs. The direct costs include fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance, depreciation, storage, cost of facilities capital, overhaul and all incidentals. The labor costs required to provide the above listed items are also included. The operator cost is not included in the equipment rate.

The calculated rate represents the cost of own ing and operating the equipment, which is likely to be lower than the rate charged by a rental yard. The rental yard rate may include additional overhead and profit as well as a premium for short -term rentals. In certain situations, factors are applied to the calculated rates to provide ownership -only rates for delay situations or operating -only rates for overtime situations. The rates are calculated using factors for the direct cost items described above.

The factors represent an average and are applied to all makes and models of equipment within the class. All rates are hourly, unless stated otherwise.

Overtime and Multiple Shifts

Certain equipment costs are fixed on an annual basis, no matter how many hours are worked. Once an estimate of the costs and hours of use is made, a rate can be determined. When more than the estimated number of hours are worked (Overtime or Multiple Shift), a duplication of payment occurs on the fixed cost portion of the equipment rate.

In order to avoid this duplication, Calt rans uses a reduced rate for the Overtime or Multiple Shift situations. The definition of Overtime or Multiple Shift periods is:

Overtime hours occur after the equipment has worked at force account, eight hours per day (or after the daily equivalent of forty hours per week for special work schedules - 4/10 or 9/80).

Multiple shift hours will be paid at the same rate as overtime hours.

The hours shown on the Daily Extra Work Bill will determine when the Overtime and Multiple Shift is to be used. When the hours worked on force account are eight or less, straight time rates will be used . When the hours worked on force account are more than eight, Overtime and Multiple Shifts rates will be used. Saturday, Sunday or holiday work will be paid at the overtime r ate except in those cases where these days are considered working days in the special provisions.

Be advised the computed overtime rates are no longer rounded and now equal the product of the straight time rate and overtime factor. The Overtime and Multi ple Shift Factors are recalculated annually to reflect changes in the operating costs.

Delays

As described in Section 8-1.07C [8-1.09] of the Standard Specifications, the Delay Factor may be applied to the equipment rental rate . The Delay Factor ma y be the basis for compensation for idle equipment time on an excusable delay. The factor has been calculated to include the ownership costs without including operating costs. The Delay Factor recovers all the contractor's non -operating costs in an eight-hour day. If payment is made for equipment on an excusable delay, it is limited to eight hours per day or forty hours per week maximum.

The NONOP class for non -operated items and the TRAFC class for traffic safety devices have been separated from tradit ional "rolling stock" equipment when calculating the Delay Factor. These classes are comprised of items whose depreciable lives are related to the number of uses per year, rather than the number of hours per year. Accordingly, the reasonable compensation f or the contractor's actual loss has been estimated to equal the cost of facilities capital. It should be recognized that these items must be out of service before the Delay Factor is applied. For example, if work behind K -rail is delayed, the K -rail should be paid straight time until it is no longer controlling traffic.

Any use of this factor must have the prior approval of the resident engineer. The Delay Factor is recalculated annually to reflect changes in the operating costs.

Use of Daily Extra Work Bill

Identification codes and rates are intended to be used with the Department’s Internet change order billing system . The class is abbreviated using a 5-digit alpha-code, the make (manufacturer), a 4- digit alpha-code, and the code a 7 -digit alpha-numeric code. All three codes must be used to define the equipment when using the automated pay system. Since the majority of items are described by per hour rates, each line has an entry for hours with an allowable maximum of 24. Special items with other than h ourly rates should be appropriately checked and then entered in the Regular Hours column. For example, 50 Traffic Cones used 3 days (converts to 1.5, 100 -cone-days) requires 1.5 be entered in the Regular Hours column. Note that any entry in the Delay Facto r column will automatically apply the Delay Factor to every equipment entry on the current report.

Whenever an identification code cannot be found or the rate for a particular date of work performed is not available, updated informatio n should be request ed from the resident engineer. It is the resident engineer's responsibility to establish rates for equipment not found in the Labor Surcharge and Equipment Rental Rates publication. Support for this determination is available from both District and Headqua rters Construction Offices. Rates are regularly superseded during contract periods, so avoid the use of old publications or expired rates.

The equipment is presented with a standard configuration capable of performing work commonly encountered on Caltran s projects. Special attachments or accessories are described under the classification heading in the Labor Surcharge and Equipment Rental Rates publication. Attachments other than those described by these remarks will be paid only upon direction of the resident engineer.

1 EQUIPMENT RENTAL RATE
NOTE--THE FOLLOWING RATES ARE IN EFFECT FROM APRIL 1, 2021 THROUGH MARCH 31, 2022 ATTACHMENTS AIR COMPRESSOR [ AIRCP ]
TRACTOR ATTACHMENTS -including power control units and accessories DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.87necessary to provide a functional attachment. Dozer blades are included in the All types of self contained units, regardless of power (gas, diesel and lpg) or standard configuration for both crawler and heavy, rubber tire tractors. type of compression (reciprocating, screw and vane). The listed rates include Rippers are listed from R1 to R8 and Winches for logging or towing are listed 15.2 meters (50 lineal feet) of hose, all hose whips, fittings, couplings and any from S1 to S5. Equipment model groups are as follows: compressor attachments. Listed in accordance with mfr's rated capacity in 1. Case 300 Thru 800 Series, Cat D-2 thru D-4, Deere 400 & 450, Dresser liters per second (cubic feet per minute) at 7 bar (100 psi).TD-7, TD-8 and TD-9, Fiat-Allis FD-5 Thru FD-7, Komatsu D21E Thru D37P, Liebherr PR711 & PR721.

2. Case 1150, Cat D-5, Deere 750, Dresser TD-12, Fiat-Allis FD9 & 10, PORTABLE [ PORT ] Komatsu D58P, Liebherr PR731.

3. Case 1450 and 1550, Cat D-6, Deere 850, Dresser TD-15, Komatsu D63PE OVER TO Code Rate Thru D68P, Liebherr PR741. 0 19 (40) 000-004 $4.46

4. Cat D-7 & 814, Dresser TD-20, Fiat-Allis 14 & FD14, Komatsu D83P, Terex 82-30 19 (40) 76 (160) 004-016 $16.60

5. Cat D-8 & 824, Dresser TD-25, Fiat-Allis FD20 Komatsu D135A, Terex 76 (160) 118 (250) 016-025 $18.1782-40 Michigan 280, Raygo CHD 17 & CD-500.

6. Cat D-9 & 834, Fiat-Allis FD30, Raygo CHD 24 & CD 800. 118 (250) 212 (450) 025-045 $32.11

7. Cat D-10, Dresser TD-40, Fiat-Allis FD40, Komatsu 375, Michigan 380, 212 (450) 354 (750)Raygo CDH 30. 045-075 $52.62

8. Cat D-11, Fiat-Allis FD50, Komatsu 475 354 (750) 566 (1200) 075-120 $77.75 Model Code Rate 566 (1200) 708 (1500) 120-150 $100.84 Clam action bucket 1 CY & Less C1 $4.32 AIR DRILLS, CRAWLER [ AIRDL ] Clam action Over 1 CY to 2 CY C2 $7.59
Clam action Over 2 CY to 3.5 CY C3 $10.99 DELAY FACTOR = 0.49 OVERTIME FACTOR = 0.57 Clam action Over 3.5 CY to 5 CY C4 $15.67 All types, pneumatically propelled, including attachments. Expendable carbon Clam action bucket Over 5 CY C5 $21.66 drill steel, bits and shanks shall be paid by separate invoice. Rated in accordance with the cylinder bore diameter in millimeters(inches).

Ripper on No. 1 models R1 $2.60
Ripper on No. 2 models CRAWLER DRILLSR2 $3.40 [ CLR ] Ripper on No. 3 models R3 $5.67 OVER TO Code Rate Ripper on No. 4 models R4 $6.41 0 100 (4) 0-4 $26.77 Ripper on No. 5 models R5 $10.52 100 (4) & Over 5 $27.41 Ripper on No. 6 models R6 $16.63
AIR TOOLS [ AIRTO ]Ripper on No. 7 models R7 $19.29 Ripper on No. 8 models R8 $32.15
DELAY FACTOR = 0.61 OVERTIME FACTOR = 0.42 Winch on No. 1 models S1 $3.08 All types including paving breakers, clay spades and diggers, sinker rock drills, Winch on No. 2 models S2 $4.60 trench diggers, sheeting/spike drivers, backfill tampers and hand held grinding tools. Expendable drill steel, bits and breakers points, grinding wheels and Winch on No. 3 models S3 $6.09 shanks shall be paid by separate invoice. Rated by tool weight in kilograms Winch on No. 4 models S4 $7.82 (pounds), determined in accordance with the mfr's specifications.

Winch on No. 5 models S5 $13.69 AIR TOOLS [ ATOL ]
Lift gate TG $0.89 OVER TO Code Rate Pump, water truck only TP $6.11 0 4.5 (10) 0-10 $0.45 Winch, truck TW $0.33 4.5 (10) 9.1 (20) 10-20 $0.49 Gas welding hose per 15.2 m (50 lf) WH $0.02 9.1 (20) 13.6 (30) 20-30 $0.88 Elec welding lead per 30.5 m (100 lf) WL $0.19 13.6 (30) 18.1 (40) 30-40 $1.03

18.1 (40) 27.2 (60) 40-60 $1.12

27.2 (60) & Over 60 $1.58
SB 170 1440 $140.22
ASPHALT DIKE & SHOULDER PAVERS [ ASDSP ]
BLAW-KNOX [ B-K ]
DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.91 Model Code Rate Includes all attachments, accessories and automatic grade and line control. PF-22 1490 $38.93 PF-35A.C. DIKE COMPANY [ ACDC ] 1550 $69.31
PF-115 1750 $110.34Model Code Rate
PF-120H 2010 $100.89No. 1 4050 $72.20
PF-171 2090 $153.28No. 2 4052 $58.54
PF-180 2100 $67.45Nos. 43, 44 4054 $78.00
PF-180H 2204 $160.98
ASPHALT PAVING COMPANY [ APCO ] PF-200 2250 $160.03
Model Code Rate PF-200, 18' screed 2252 $162.88
E-1 4000 $98.11 PF-220 2300 $162.59
E-2, E3 4002 $175.51 PF-400A 2350 $141.74
[ B-K ] PF-500 $176.39BLAW-KNOX 2404
PF-500, 18' screed 2406 $179.45Model Code Rate
PF-510, 18' screed 2407 $186.17RW-35 / 38 4075 $68.64 PF-3172, 18' screed 2408 $154.02RW-85 4077 $36.00
PF-3200 2410 $206.94RW-95 4079 $57.72
PF-5510 2415 $216.90RW-100 4081 $99.90
RW-195D 4083 $137.51 CATERPILLAR [ CAT ]
Model Code RateDELTA [ DLTA ]
AP-200 2420 $43.01Model Code Rate
AP-800 2430 $110.31DC-1 4095 $138.45
AP-1050 2431 $172.25
ASPHALT PAVERS [ ASPAV ] AP-1000 2435 $168.99
AP-1000 4wd 2436 $174.90
DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.87 AP-1055B 2438 $216.94 Includes all attachments, accessories and automatic grade and line control. AP-1055D 2438D $272.64 BARBER-GREENE [ B-G ] AP-1200 2440 $140.56
Model Code Rate CEDAR RAPIDS [ CEDR ]
BG 220 0805 $86.70 Model Code Rate
BG 225 0810 $94.05 BSF-2H 2550 $91.29
BG 240 0815 $102.13 BSF-3R 2600 $99.96
BG 245 0820 $111.76 CR-351 2668A $144.38
BG 260 0825 $131.34 CR-351 4wd 2668B $149.09
BG 260B 0826 $169.28 CR-361R (RUBBER TRACK) 2668R $178.00 BG 265 0830 $148.45 CR-431 2669 $121.56
RT 435, 4wd 0905 $109.80 CR-551 2670 $194.64
RT 445, 4wd 0925 $106.67 CR-461 2672 $192.54
RT 455, 4wd 0945 $104.76 CR-561 2674 $204.47
RT 455, 4wd, 10-20' screed 0955 $108.45 LAYTON [ LYTN ]RT 465, 4wd 0965 $138.39 Model Code RateSA 125 1419E $82.84
F-525 2680 $21.84SB 131 1420 $102.56
D-550 2682 $24.29SB 140 1425 $126.81
H-500B 2684 $7.05SA 141 1430 $87.34
SA 145 1432 $109.41
SA 150 1435 $138.21
2 ASPHALT WINDROW PICKUP MACHINE [ ASPWP ] AUGERS, HORIZONTAL [ AUGHZ ] DELAY FACTOR = 0.08 OVERTIME FACTOR = 0.94 DELAY FACTOR = 0.27 OVERTIME FACTOR = 0.76 Includes all attachments and accessories. Includes all attachments and accessories with up to 9.1 meters(30 feet) of auger flight, track and/or pipe pusher. Consumable bits or tips shall be paid by ATHEY [ ATHY ] separate invoice. Power unit is included.

Model Code Rate AKKERMAN [ AKMN ]
7-11 5000 $88.96 Model Code Rate
BARBER-GREENE [ B-G ] 360 5000 $106.22
Model Code Rate 420 series 1250 5002 $109.03
BG-610H 5100 $62.58 AMERICAN AUGER [ AMAU ]
CATERPILLAR [ CAT ] Model Code Rate
Model Code Rate 36-350 5014 $27.87
WE-601B 5200 $69.42 BORZALL [ BORZ ]
CLARK'S WELDING COMPANY [ CLAR ] Model Code Rate
Model Code Rate 2300-10 5040 $9.39
4265-10500 $52.93 5042 $13.055300
601 5304 $48.28 DITCH WITCH [ D-W ]
Lincoln 660 5305 $94.23 Model Code Rate
C.M.I. [ CMI ] 2510 5040 $44.11
Model Code Rate AUGERS, TRUCK MOUNTED [ AUGTK ]
851 5405 $87.71
AUGERS, CRAWLER MOUNTED DELAY FACTOR = [ AUGCL ] 0.22 OVERTIME FACTOR = 0.81 Includes truck/carrier, all attachments and accessories with up to 6.1 meters(20 feet) of auger flight. Consumable bits or tips shall be paid by separate invoice.

DELAY FACTOR = 0.28 OVERTIME FACTOR = 0.75 ATLANTICIncludes carrier, attachments and accessories with up to 6.1 meters(20 feet) of [ ATLN ] auger flights. Consumable bits or tips to be paid by separate invoice. Model Code Rate BAYSHORE [ BYSH ] LDH-80 5000 $171.59
Model Code Rate LDH-100 5005 $143.48
LLDH-808400 TD limited access $112.09 5010 $181.791500 LLDH-120 5015 $194.46
TEXOMA [ TXMA ]
CALWELD [ CALW ]Model Code Rate
Model Code RateTAURUS 2010 $231.63
150-A700CL 5050 $91.302100 $131.91
200 5052 $109.89
WATSON [ WATS ] 4500LH 5054 $182.22
Model Code Rate
HUGHES [ HUGH ]2000CM 2500 $101.57
Model Code Rate2500CM 2505 $156.76
EZ 1123000CM 5070 $60.132510 $177.83
EZ 1203100CM 2515 $184.72 5071 $67.86
LDH-100 5072 $111.45
LDH-80 5074 $109.96
LLDH-120 5076 $161.92
LLDH-80 5078 $149.62
3 P.D.E. [ PDE ] BROOMS & SWEEPING EQUIPMENT [ BRMSW ] Model Code Rate
M -100 5084 $40.74 DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.86 M-400 with hammer 5085 $32.59 Includes all attachments and accessories with brooms of any type. Includes broom wear.

TEXOMA [ TXMA ] BROOMS - MOUNTED & TOWED [ MTTD ]
Model Code Rate Includes traction, PTO or engine driven.

Economatic 115 5087 $91.88 Model Code Rate
Super Economatic 5089 $92.34 ALL ALL $28.66
80 5090 $129.00
BROOMS - SELF PROPELLED [ SFPR ]270 5093 $93.06
330 5095 $97.13 Model Code Rate
330 with hammer 5095B $107.95 ALL ALL $41.94
500 with hammer 5096B $109.74 SWEEPERS - SELF PROPELLED, [ SWSP ] 600 5097 $115.54 PICK UP
700 5099 $177.72 Rated in accordance with hopper size in cubic meters (cubic yards).WATSON [ WATS ] OVER TO Code Rate Model Code Rate 0 2.3 (3.0) 0-3 $97.06 1000 6010 $78.23 2.3 (3.0) 4.6 (6.0) 3-6 $129.60 2000 6012 $143.49 4.6 (6.0) 6.9 (9.0) 6-9 $150.67 3000 6014 $171.87
BRUSH CHIPPING & SHREDDING [ BRUCP ]
BITUMINOUS DISTRIBUTORS [ BITDT ] MACHINES
DELAY FACTOR = 0.08 OVERTIME FACTOR = 0.93 DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.88 Includes all attachments, accessories and power unit. Rated in accordance with Includes all equipment for handling bituminous materials under pressure. the cutter head width in millimeters(inches) Includes pumps, spray bars and other attachments and accessories.

BRUSH CHIP & SHRED [ BCSM ]
TRAILER MOUNTED [ TLMD ] OVER TO Code Rate Does not include towing unit. Capacity rated in liters (U.S. 0 230 (9) 00-09 $28.56gallons).

OVER TO Code Rate 230 (9) 300 (12) 09-12 $44.32 300 (12) 405 (16)0 1136 (300) $6.83 12-16 $43.790-300 TRUCK MOUNTED [ TRMD ] COMPACTORS, HAND GUIDED [ COMHG ] Including truck. Capacity rated in liters (U.S. gallons).

OVER TO Code Rate DELAY FACTOR = 0.20 OVERTIME FACTOR = 0.81 0 3028 (800) 00-08 $68.02 Includes pan, vibrating plate, rammer and jumping jack type compactors(gas or diesel). Includes all attachments and accessories. Listed in accordance with 3028 (800) 5299 (1400) 08-14 $84.99 the weight in kilograms(pounds) 5299 (1400) 6831 (1800) 14-18 $87.10 COMPACTORS [ COMP ] 6831 (1800) 11355 (3000) 18-30 $89.01
OVER TO Code Rate11355 (3000) 15140 (4000) 30-40 $93.04 0 113 (250) 0-250 $3.78
113 (250) & Higher 250 $9.32
4 CONCRETE MIXERS [ CONMX ] CONCRETE SLIPFORM PAVERS [ CONSF ] DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 DELAY FACTOR = 0.19 OVERTIME FACTOR = 0.85 Includes all attachments and accessories. Detached, independently powered STATIONARY OR PORTABLE [ SORP ] finished bridges or spray/tyne machines are not included.

Rated by Mfr's capacity in cubic meters (sacks or cubic feet). C.M.I. [ CMI ] OVER TO Code Rate Model Code Rate0 0.10 (3.5) 0-3.5 $2.03 SF-250 2002 $152.950.10 (3.5) 0.17 (6.0) 03.5-6 $2.97 SF-350 series 2 2004 $246.870.17 (6.0) 0.31 (11) 06-11 $3.83 SF-550 2006 $328.270.31 (11) 0.45 (16) 11-16 $5.45 GOMACO [ GOMA ]TRANSIT MIX [ TRMX ]
Model Code RatePTO type, including carrier. Rated by Mfr's capacity in cubic meters (cubic yards). GP-2000 2020 $154.86
OVER TO Code Rate GP-2500 2022 $173.17

6.4 (9) 7.6 (10) 09-10 $142.56 GP-3500 2024 $247.29

7.6 (10) 9.2 (12) 10-12 $141.70
CONCRETE VIBRATORS [ CONVB ]
CONCRETE PUMPS [ CONPM ]
DELAY FACTOR = 0.33 OVERTIME FACTOR = 0.67 DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.86 Includes all attachments and accessories. Includes vibrator motor but independent power, whether air or electric, shall be paid as a separate item.Includes truck/carrier or self powered trailer mounted units. Including attachments, accessories and hoses. CONCRETE VIBRATORS [ CVIB ] ELBA [ ELBA ] Model Code Rate
Model Code Rate Each Vibrating Head EVHD $1.01
K-8020 1000 $89.35
CURB EXTRUSION MACHINES [ CRBEX ]
MAYCO [ MACO ]
Model Code Rate DELAY FACTOR = 0.23 OVERTIME FACTOR =

0.82 C-30HD 1020 $16.19 Self propelled for asphalt or concrete curb and gutter section. Includes attachments, accessories and molds. Rated by Mfr's maximum width LST-30/60S 1024 $27.60 recommendations in millimeters (inches).

SCHWING [ SHWG ] CURB EXTRUSION MACHINE [ CEM ]
Model Code Rate OVER TO Code Rate BPA-1000 1050 $33.01 0 460 (18) 0-18 $32.39 WP-1000X 1052 $44.52 460 (18) & Over 18 PLUS $93.40 WP-1250X 1054 $57.58
CONCRETE BARRIER SLIPFORM [ CRBSF ]900-1200 w/28 m boom 1055 $90.72 PAVERS 900-1200 w/32 m boom 1057 $106.51
DELAY FACTOR =

0.20 OVERTIME FACTOR = BPL 1200 w/36 m boom 0.851058 $113.17 Includes all attachments, accessories and barrier or curb molds.

THOMSEN [ THOM ]
C.M.I. [ CMI ]Model Code Rate
Model Code RateA-3.75 w/ mixer 1070 $21.62
SF-175 3000 $113.37A-7 1072 $18.98
11 pump w/28 m boom 1078 $111.85 CURBMASTER [ CURB ]
12 pump w/32 m boom 1082 $118.97 Model Code Rate
14 pump w/36 m boom 1084 $162.74 CMT-800 3020 $70.69
5 GOMACO [ GOMA ] FORK LIFT TRUCKS [ FKLFT ]
Model Code Rate
GT-6000-(78&90) 3040 $78.94 DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.79 COMMANDER II 3045 $90.42 Includes attachments and accessories. Listed in accordance with the Mfr's maximum rated capacity in kilograms(pounds).

COMMANDER III 3050 $124.69
FORK LIFT TRUCKS [ FLT ]MILLER FORMLESS [ MILL ]
OVER TO Code RateModel Code Rate 454 (1000) 1814 (4000) 010-040 $27.99M-7500 3063 $92.48 1814 (4000) 2722 (6000) 040-060 $37.25M-8100 3065 $130.38 2722 (6000) 3629 (8000) 060-080 $42.05M-8800 3067 $165.12 3629 (8000) 5443 (12000) 080-120 $57.96
ELECTRIC GENERATORS & LIGHT [ ELGEN ] 5443 (12000) 7258 (16000) 120-160 $61.34 PLANTS 7258 (16000) 9072 (20000) 160-200 $71.98 DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.88 9072 (20000) 11340 (25000) 200-250 $71.59 Rates are for gas or diesel power and alternating or direct current. 11340 (25000) 13608 (30000) 250-300 $78.78 GENERATOR [ GEN ] 13608 (30000) 18144 (40000) 300-400 $101.01 18144 (40000) 22680 (50000) 400-500 $122.11Rated in accordance with Mfr's output in kilowatts.

OVER TO Code Rate 22680 (50000) 34020 (75000) 500-750 $167.15 0 1 000-001 $0.76 GRADERS [ GRADR ] 1 3 001-003 $1.75
3 7.5 003-008 $3.63 DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90

7.5 15 008-015 $8.15 Includes ripper and scarifier attachments and all accessories. Electronic blade 15 25 015-025 $12.76 control and specialty cutting tools shall be paid separately. 25 50 025-050 $13.00 BLADE-MOR [ BMOR ] 50 100 050-100 $23.10 Model Code Rate 100 200 100-200 $46.18 727 2173 $24.19 200 300 200-300 $77.93 747 2178 $34.82 300 400 300-400 $106.60
CATERPILLAR [ CAT ]400 500 400-500 $133.79 Model Code RateLIGHTS [ LITE ] 120G 87V serial 2685 $65.79 Includes trailer, pole and generator. 130G 74V serial 2695 $72.92Model Code Rate 12E 99E serial 2710 $46.002 Light Set 2 LIGHT $3.87
12F 73G serial 2768 $69.704 Light Set 4 LIGHT $8.04
12F 13K serial 2826 $54.01
ELECTRIC POWERED HAND TOOLS [ ELTOL ] 12F 89H serial 2884 $54.48 12G 61M serial 2890 $74.62
DELAY FACTOR = 0.62 OVERTIME FACTOR = 0.42 12H 2895 $85.85 Includes electric powered, hand held tools not listed elsewhere in this book. 14E 72G serial 3174 $71.90 Expendable bits, blades, discs, wheels, etc. shall be paid by separate invoice.

Rated in accordance with Mfr's suggested retail price. 14G 3180 $111.21 14H 3185 $122.82TOOLS [ TOOL ] 140 14U serial 3250 $72.89 OVER TO Code Rate 140G 72V serial 3260 $80.67 450 600 045-060 $0.32 140H 3265 $86.45 600 800 060-080 $0.42 143H 3267 $96.68 800 1000 080-100 $0.53 16 49G serial 3290 $93.89 16 49G800 serial 3348 $137.42
16 G93U serial 3360 $154.77
16H 3380 $164.31
6 160H 3385 $101.61 ALLIED STEEL & TRACTOR [ AS&T ]
163H 3390 $107.03 Model Code Rate
JOHN DEERE [ DEER ] 800 0300 $56.38
Model Code Rate HYRAM 720 0310 $6.27
JD-570A 3890 $43.34 HYRAM 725 0320 $12.05
JD-570B 3892 $50.43 HYRAM 730 0330 $14.48
JD-670 3900 $56.11 HYRAM 740 0340 $20.69
JD-670A 3905 $61.87 HYRAM 750 0350 $22.83
JD-670CH 3907 $80.75 HYRAM 77 0360 $9.36
JD-770 3910 $63.78 HYRAM 770 0370 $22.69
JD-770A, 770A-H 3915 $74.89 HYRAM 780 0380 $37.32
JD-770B 3916 $81.84 HYRAM 790 0390 $48.34
JD-772CH 3930 $98.21 HYRAM 88 0400 $15.73
GALION [ GALN ] DELMAG [ DELM ]
Model Code Rate Model Code Rate
A-400E 4940 $60.54 D-12 0500 $23.68
T-400A 4980 $57.99 D-16 0510 $34.37
T-500C 5150 $67.25 D-22 0520 $54.65
T-500L 5204 $66.65 D-30 0530 $40.48
T-500M 5210 $69.14 D-30-32 0540 $60.03
D-36-32 0560 $78.05KOMATSU [ KOMA ]
D46-32 0570 $92.05Model Code Rate
D62-22 0580 $150.43GD 505A-2 8980 $63.27 D100-13 0590 $237.38GD 515A-1 8986 $65.81 GD 605A-2 FOSTER9000 $69.81 [ FOST ]
GD 615A-1 9005 $76.39 Model Code Rate
GD 625A-1C 9007 $99.03 1700 0600 $127.56
GD 655A-2 9010 $77.52 4030 0630 $178.94
FNV-1800 0660 $107.78
HAMMERS, DEMOLITION & PILE [ HAMMR ] FNV-4150 0693 $229.39 HYDRAULIC POWER SYSDELAY FACTOR = 0.23 OVERTIME FACTOR = 0.80 [ HPSI ] Includes attachments, accessories and power unit. Does not include carrier. Model Code Rate ABI [ ABI ] 150 0420 $90.34
260 0430 $142.97Model Code Rate
300 0440 $171.70HVR-60 0100 $35.45
I.C.E. [ ICE ]AMERICAN PILE DRIVING [ APE ]
Model Code RateEQUIPMENT
Model Code Rate 44-50 0450 $216.63
216 0460 $78.01150 0010 $152.00
416L 0470 $129.44180 0050 $207.95
812 0480 $202.67200/500 0060 $232.83
300 VIBRO 0075 $257.91 KENT [ KENT ]
400B VIBRO 0085 $414.10 Model Code Rate
KHB10G 0700 $19.56
KHB 15G 0710 $28.53
KHB 30G 0750 $30.87
KHB 40G 0760 $50.73
7 NPK [ NPK ] TUNKER [ TUNK ]
Model Code Rate Model Code Rate
4XE 0795 $15.97 40.01 1400 $164.57
6XA 0800 $13.49 40.05 1450 $164.57
H-10XB 0810 $34.69 60.05 1460 $142.70
H-12X 0815 $35.82 VULCAN [ VULC ]
H-16X 0820 $32.55 Model Code Rate
H-20X 0840 $35.99 1 1500 $26.65H4X,HXA 0860 $11.50 010 1520 $38.55H7X 0880 $14.40 100C 1540 $40.66 OKADA [ OKAD ] 2300 1560 $137.97
Model Code Rate 80C 1580 $31.38
UB-5 0900 $8.03 HYDRAULIC CRANES & EXCAVATORS, [ HCECL ]UB-8 0950 $15.82 CRAWLER MOUNTED RAMMER [ RAMR ] DELAY FACTOR = 0.18 OVERTIME FACTOR = 0.84 Model Code Rate Includes all attachments and accessories required for lifting or digging.

Pavement breaker or compactor attachments are not included.

S-84 1000 $32.16
S-86 1050 $34.79 BANTAM [ BANT ]
Model Code RateSTANLEY [ STAN ]
C 266 0680 $79.90Model Code Rate
C 366 0690 $92.55MB250 1100 $6.38
C 744 1075 $60.54MB2900 1120 $24.35
MB4900 1140 $43.14 CASE [ CASE ]
MB550 1160 $10.06 Model Code Rate
MB800 1180 $14.87 9030B 0100B $92.10
[ TELD ] 9040 0110 $92.18TELEDYNE
9060B 0120B $192.78Model Code Rate
40E E-Boom 1600 $73.36950X 1190 $33.63
40E Y-Boom 1601 $73.73TB1025 1195 $36.97
50E 1602 $92.83TB1425X 1200 $35.43
125B 1602H $75.26TB2225X 1220 $66.18
170C 1602N $104.79TB425 1240 $14.46
220B 1602R $134.36TB825X 1260 $24.85
880B Y-Boom 1609 $52.34
TRAMAC [ TRMC ] 980B 1615 $81.10
Model Code Rate 1080 1615E $71.07
BRH1100 1300 $37.99 1080B 1615J $72.59
BRH125 1310 $11.82 1280 1616 $97.17
BRH250 1320 $13.12 1280B 1616E $91.42
BRH400 1330 $12.46 CATERPILLAR [ CAT ]
BRH620 1340 $25.23 Model Code RateBRH750 1350 $22.34
304 CR 0200 $29.49BRV950 1360 $23.52
305C CR 0250 $40.28
308E2 CR SB 0270 $46.37
308DCR 0271 $40.86
312 0300 $47.82
312C 0300C $58.28
8 312CL 0300CL $58.46 EL 200B 1654E $70.62
314CL CR 0302CLR $59.39 E 240 1655 $83.63
315L 0305 $57.90 EL 240 1656 $85.02
320 0310 $76.24 E 300 1657 $104.89
320BL 0312 $80.38 E 300B 1657B $116.39
320C 0312C $91.03 EL 300 1658 $106.70
320CL 0312CL $103.04 EL 300B 1658B $118.33
320L 0315 $77.61 JOHN DEERE [ DEER ]
321C LCR 0320R $112.03 Model Code Rate
321D LCR 0321R $109.89 225D LC 1575D $103.79322L 0325 $95.19 330C LC 1600C $147.19325 0330 $100.63 450LC 1645 $180.11325BL 0335 $118.14 490 1660 $39.92325L 0340 $105.05 490E 1660E $50.69328D LCR 0343DR $136.00 690A 1685 $55.69330BL 0345 $144.81 690B 1695 $68.37330CL 0345CL $157.21 690C 1697 $63.02330D L 0345DL $186.94 690D 1697D $65.96330L 0350 $132.59 690E LC 1697ELC $76.01336EL 0351E $176.58 790 1698 $79.39336F 0351F $176.26 790D 1698D $84.56345BL 0355 $186.16 790E LC 1698ELC $92.97350L 0360 $197.71 792 1699 $93.94375L 0365 $313.21 890 1700 $126.91205 1617 $32.76 890A 1705 $115.98211 1617E $48.56 892D LC 1708 $107.78213 1617H $53.43 990 1720 $138.21215 1618 $54.26 992D LC 1722 $156.32215B LC 1619E $60.87 30 1725 $19.07215C 1619F $67.04 50 1730 $30.42215D 1619G $74.39 70 1735 $27.90225 1620 $77.38 200LC 1745 $87.20225LC 1621 $77.88 225D LC $97.64 DROTT1622 [ DROT ]
227 1623 $80.77 Model Code Rate
229 1625 $104.93 35D E boom 1835 $55.59
231D 1630 $119.83 35D Y boom 1845 $55.98
231DLC 1635 $121.32 40D E boom 1930 $69.90
235 1640 $123.67 40D Y boom 1965 $74.77
235B 1642 $137.55 50D 2005 $90.53
235 Front Shovel 1645 $132.94 FIAT-ALLIS [ F-A ]
235B Front Shovel 1647 $148.05 Model Code Rate235C 1648 $156.55 FE 18 9000 $50.13235DLC 1649 $162.08 FE 20 HD 9010 $63.30245 1650 $208.28 FE 20 LC 9020 $59.67245B 1650B $229.64
FE 28 9030 $83.92245 Front Shovel 1652 $219.44
FE 40 L 9040 $143.98245B Front Shovel 1652B $244.26
E 180 1653 $65.03
EL 180 1654 $66.11
9 GRADALL [ GRAD ] KOBELCO [ KOBL ]
Model Code Rate Model Code Rate
G 660 0150 $67.85 SK200LC MARK III 4687 $76.47
G 660B 0160 $86.22 K 903B 4688 $35.67
G 660C 0170 $86.93 K 904D 4693 $38.65
G 880B 0210 $92.70 K 904E 4694 $40.70
G 880C 0215 $88.83 K 904 Mark II 4694A $40.55
G 1000 0230 $145.46 K 905 4695 $43.69
XL4200 0260 $92.65 K 905A LC 4697 $47.14
XL5200 0280 $112.71 K 907C 4700 $63.18
K 907D 4702 $67.95HITACHI [ HIT ] K 907 LC 4704 $68.66 Model Code Rate K 909A 4710 $87.96
UH 07LC 2630 $65.54 K 909 LC 4711 $90.38
UH 062 2660 $70.86 K 912A 4712 $104.19
UH 172 2695 $128.36 K 914 4715 $124.66
UH 122 2750 $85.68 K 916 4717 $139.58
EX 150 2797 $60.27 SK270LC MARK IV 4720 $108.90
EX 200 LC 2800 $73.32 SK400LC MARK IV 4725 $192.47
EX 270 LC 2806 $107.88
KOEHRINGEX 300LC-2 [ KOEH ]2807 $127.17
EX 300LC-3 2807A $130.46 Model Code Rate
EX 330LC-5 2807B $151.07 366 post 1980 4752 $108.39
EX 370-5 2807F $150.58 466E 4990 $124.89
EX 400 LC 2808 $168.42 566 5160 $135.87
EX 450LC-5 2808K $208.00 666, 666E 5225 $171.97
EX 550LC 2809 $245.53 866, 866E 5235 $201.69
EX 700 2810 $293.98 6611 6000 $40.59
EX 750-5 2815 $331.91 6614 6005 $49.83
EX 1100 2880 $382.00 6612 6010 $48.46
6620 6015 $69.23HYUNDAI [ HYUN ] 6625 6020 $84.29
Model Code Rate 6633 6029 $119.67
200LC 2950 $73.04 6644 6040 $159.00
210LC-3 2952C $90.32
KOMATSU280LC [ KOMA ]2960 $108.19
290LC 2970 $112.69 Model Code Rate
450LC 3010 $169.23 PC 120-5 9485 $51.99
PC 150-1 9490 $46.63INTERNATIONAL [ INTL ] PC 150-3 9495 $57.46 Model Code Rate PC 200 LC-2 9500 $58.25
630 4250 $51.76 PC 200-5 9504 $75.67
640 HD 4260 $68.22 PC 200 LC-3 9505 $70.34
650 HD 4280 $77.17 PC 200 LC-5 9506 $76.81
KATO [ KATO ] PC 220 LC-2 9510 $75.14
Model Code Rate PC 220 LC-3 9515 $87.22
HD450 VII 3050 $49.29 PC 220 LC-5 9516 $94.14
HD700 VII LC 3060 $71.34 PC 220 LC-6 9516F $102.18
HD1250 VII LC 3080 $119.96 PC 220 LC-7 9516G $110.15
PC 280 LC-3 9517 $98.54
PC 300 LC-1, LC-2 9520 $96.98
10 PC 300 LC-3 9525 $115.79 MASSEY FERGUSON [ M-F ] PC 300 LC-5 9526 $131.46 Model Code Rate
PC 300 LC-6 9526A $142.95 MF 450D 6245 $41.49PC 300 LC-7 9526B $162.07 MF 450S 6250 $44.49PC 360 LC-3 9527 $132.20 PC 400 LC-1 $131.72 MITSUBISHI9530 [ MITS ]
PC 400 LC-3 9535 $154.46 Model Code Rate
PC 400 LC-5 9536 $172.97 MS 090 6290 $29.57
PC 400 LC-6 9537 $195.29 MS 180-3 6295 $56.46
PC 600 LC-6 9539 $271.76 MS 180 LC-8 6296 $63.83
PC 650-1 9540 $241.20 MS 230 LC-3 6300 $73.60
PC 650-1 Front Shovel 9550 $255.22 MS 240 LC-8 6305 $79.57 PC 650-3 9552 $256.11 MS 280-2 6310 $90.11
PC 750-6 9555 $327.82 MS 380-2 6320 $126.45
PC 1000-1 9560 $390.13 MS 450-8 6330 $145.64
PC 1000 LC-1 9565 $402.02 NORTHWEST [ NW ]
PC 1100 LC-6 9575LC $450.73 Model Code Rate
LINK-BELT [ L-B ] 35 DH 6335 $113.69
Model Code Rate 45 DH 6340 $124.31
LS 1600 5390 $30.75 55 DH 6345 $132.04
LS 2650 5395 $42.83 55 DH Series II 6360 $224.32
LS 2700C II 5398 $58.19 P&H [ P&H ]
2700 QUANTUM 5399 $64.37 Model Code RateLS 2800 5400 $50.39 H 750 6628 $54.34LS 2800A 5402 $58.25
H 1250 6630 $91.13LS 2800A PL 5404 $50.50
H 1750 6635 $113.64LS 2800 PL 5405 $47.79
H 2500 6645 $145.60LS 2800B 5410 $63.67
HS 2500 6650 $150.17LS 3400 5475 $84.44
LS 3400C II 5477 $89.93 TAKEUCHI [ TAKU ]
LS 4300 5660 $106.58 Model Code Rate
LS 4300C II 5662 $117.28 TB 15 7686 $12.59
LS 4800 5750 $122.81 TB 025 7686A $21.20
LS 4800 PL 5755 $110.09 TB 045 7686E $35.09
LS 5400 5805 $142.41 TB 070 7686H $36.15
LS 5800 5810 $148.35 TB 10S 7688 $10.03
LS 5800A 5812 $156.55 TB 35S 7690 $19.86
LS 5800C II 5814 $163.79 TB 68S 7692 $28.82
LS 6400 5820 $219.67 TB 800 7695 $14.03
LS 7400 5830 $217.89
LS 7400A 5840 $266.31
11 HYDRAULIC CRANES & EXCAVATORS, GRADALL[ HCESP ] [ GRAD ] SELF PROPELLED. Model Code Rate
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.88 G 3WD, 4x4 0110 $84.78 Includes all attachments and accessories required for lifting or digging.

Pavement breaker or compactor attachments are not included. GROVE [ GROV ] Model Code RateBUCYRUS-ERIE [ B-E ]
24 3820 $32.14Model Code Rate 36 3830 $52.47
300C/SP 1670 $65.46 68 3850 $60.83
320C 1672 $65.64 1012 3870 $73.09
360C 1678 $65.97 2535 3880 $96.05
BADGER [ BAGR ] RT-48 4030 $55.48
Model Code Rate RT-49 4115 $55.75
4425/30 1565 $88.28 RT-58 4285 $56.95
4435 1570 $97.95 RT-418 4354 $70.70
4435B 1573 $99.09 RT-420 4356 $70.70
4435C 1573C $108.31 RT-422 4358 $70.70
4445 1574 $135.81 RT-500D 4359 $97.54
4450 1575 $104.44 RT-525 4360 $65.68
4450B 1577 $110.51 RT-525B 4362 $68.45
4455 1579 $136.50 RT-525C 4363 $84.66
RT-527.5 4365 $66.49CASE [ CASE ]
RT-528B 4370 $68.45
Model Code Rate RT-528C 4372 $85.14
40E E-Boom, Cruz Air 1685 $56.39 RT-60 4520 $66.32
40E Y-Boom, Cruz Air 1687 $56.60 RT-60S 4540 $68.18
40F E-Boom, Cruz Air 1687H $58.55 RT-515 4606 $65.58
40F Y-Boom, Cruz Air 1687K $59.37 RT-518 4607 $67.45
45 E-Boom, Cruz Air 1688 $72.95 RT-520 4608 $68.91
45 Y-Boom, Cruz Air 1689 $77.53 RT-522 4609 $68.18
45B E-Boom, Cruz Air 1689H $77.17 RT-522C 4609G $83.03 45B Y-Boom, Cruz Air 1689K $77.88 RT-625 4630 $74.31
880R E-Boom 1690 $50.70 RT-630 4635 $74.31
880R Y-Boom 1695 $50.82 RT-630B 4637 $79.69
1085 E-Boom, Cruz Air 1696E $58.45 RT-635 4640 $84.35 1085 Y-Boom, Cruz Air 1696Y $58.74 RT-65 S 4700 $89.03 1085B Y-Boom, Cruz Air 1696Z $65.71 RT-740 4710 $99.65 1285 E-Boom, Cruz Air 1697E $73.64 RT-745 4715 $126.86 1285 Y-Boom, Cruz Air 1697Y $73.78 RT-75 S 4720 $94.80 3330 Low Profile 1698E $30.15 RT-755 4725 $107.46
3330B 1698H $30.38 RT-760 4727 $155.55
CATERPILLAR [ CAT ] RT-865 4730 $132.77
Model Code Rate RT-865B 4732 $182.00
206 1699 $40.77 RT-875 4735 $163.40
212 1699E $52.14 RT-980 4750 $158.69
214 1699H $56.34 RT-990 4760 $183.47
224 1699J $69.37 RT-9100 4790 $235.72
12 KOMATSU [ KOMA ] P&H [ P&H ]
Model Code Rate Model Code Rate
PW 210-1 9580 $93.89 OMEGA 14 5790 $60.77
OMEGA 15 5792 $60.77LINK-BELT [ L-B ] OMEGA 18 5794 $61.18 Model Code Rate OMEGA 25 5795 $81.80
HSP 15 5500 $63.50 OMEGA 20 5796 $61.84
HSP 18 5505 $63.50 OMEGA 23 5796E $64.50
HSP 20 5510 $69.30 OMEGA 30 5796J $84.15
HSP 22 5530 $70.66 OMEGA 35 5796P $85.08
HSP 25 5535 $75.29 OMEGA 40 5797 $114.68
HSP 8015 5538 $73.89 OMEGA 45 5797E $116.34
HSP 8018 5538E $73.89 OMEGA 50 5797J $117.68
HSP 8018XL 5538G $89.70 OMEGA 60 5798 $121.02
HSP 8018C 5538H $67.59 OMEGA 65 5799 $143.00
HSP 8025 5538P $77.16 OMEGA 114 5799C $69.35
HSP 8025 S 5538PF $78.32 OMEGA 114D 5799G $67.46
HSP 8030 5538Q $88.41 OMEGA 118 5799Q $70.81
HSP 8035 5538R $129.02 OMEGA 118D 5799S $67.60
HSP 8040 5538S $129.15 OMEGA 120 5799U $72.40
HSP 8050 5538T $131.22 OMEGA 120D 5799W $68.28
HSP 8055 5538V $117.88 OMEGA 122 5799X $73.36
HSP 8060 5539 $144.35 OMEGA 122D 5799Y $68.84
LORAIN [ LORN ] OMEGA 125 5799Z $73.72
Model Code Rate OMEGA 128 5799ZA $72.19
LRT 15H 5730 $64.84 R 150 5890 $51.76
LRT 15U 5735 $66.09 R 150-1 5910 $51.28
LRT 18U 5740 $66.52 R 180 5975 $52.08
LRT 35U 5745 $97.16 R 200 6060 $52.39
LRT 40U 5750 $97.76 OMEGA S-15 6062 $84.46
LRT 150 5755 $64.13 OMEGA S-18 6063 $84.46
LRT 150D 5756 $79.10 OMEGA S-20 6064 $86.93
LRT 180 5760 $64.11 S-35 6064E $118.72
LRT 180D 5760D $79.10 PETTIBONE [ PET ]
LRT 200 5765 $63.99 Model Code Rate
LRT 200D 5765D $79.26 16 MK P Series 6500 $56.52
LRT 220 5767 $66.29 20 MK P Series 6580 $57.13
LRT 230 5768 $70.76 25 6740 $53.30
LRT 230D 5768D $79.28 25 MK P Series 6750 $57.89
LRT 250 5769 $70.79 29 MK P Series 6880 $58.89
LRT 250D 5769D $79.28 30 6900 $53.30
LRT 275 5770 $70.79 30 MK P Series 6903 $59.85
LRT 275D 5770D $79.28 30 SC, 30 SC P Series 6910 $82.85 LRT 330 5772 $90.79 60 SC 6990 $88.96
LRT 400 5773 $104.27 60 SC P Series 6995 $94.96
LRT 450 5774 $107.32 70 7100 $94.22
LRT 500 5775 $110.24 70 SC 7165 $94.44
LRT 550 5790 $115.34 70 SC P Series 7170 $100.16
80 MK P Series 7250 $93.26
13 80 SC P Series 7260 $94.60 GROVE [ GROV ]
R.O. PRODUCTS [ ROP ] Model Code Rate
Model Code Rate TD 520 2221 $98.63
MC 5A 8005 $33.68 TD 522 2223 $98.63
MC 50B 8175 $53.66 TD 525 2224 $99.50
MC 50C 8260 $54.96 TMS 250 2850 $92.88
TMS 250A 2860 $93.35HYDRAULIC CRANES & EXCAVATORS, [ HCETD ] TRUCK MTD. W/ CARRIER TMS 250B 2870 $93.35
TMS 250C 2875 $128.85
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.89 TMS 300 2922 $111.05Includes truck/carrier. Includes all attachment and accessories required for lifting or digging. Pavement breaker or compactor attachments are not TMS 300B 2923 $127.78 included. TMS 760 3180 $195.65
BUCYRUS-ERIE [ B-E ] TMS 865 3378 $146.55
Model Code Rate TM 875 3380 $169.76
25 XC 1360 $79.98 TMS 875 3385 $170.63
30 XC 1370 $80.61 TM 890 3387 $186.74
40 C 1475 $72.33 TM 1075 3390 $154.17
60 XC 1590 $129.94 HIAB [ HIAB ]
65 C 1592 $112.46 Model Code Rate
90 XC 1600 $140.91 100 AW 3850 $43.12
BADGER [ BAGR ] 1165 3852 $40.31
Model Code Rate 170 thru 174 3854 $38.88
300 Hydro-Scopic $55.06 175 thru 1770550 3855 $39.03
460 Hydro-Scopic $67.54 550, 55010555 3857 $41.58
666 Hydro-Scopic 0560 $99.25 650 3859 $42.43
888 Hydro-Scopic 0600 $104.71 KOEHRING [ KOEH ]
BANTAM [ BANT ] Model Code Rate
Model Code Rate 4460 Teleskoop 4400 $64.99
T 744 Teleskoop $64.64 4465 Teleskoop1285 4405 $66.17 T 888 1310 $93.43 4470 Teleskoop 4410 $76.93
T 888B $108.76 4475 Teleskoop1315 4415 $78.08
DEVAULT [ DVUT ] LINK-BELT [ L-B ]
Model Code Rate Model Code Rate
TK 15-10 HTC 141900 $47.72 4505 $90.50
HTC 25 4507 $90.50GRADALL [ GRAD ] HTC 35 4509 $100.01 Model Code Rate HTC 50 4510 $132.22
G 3W 0120 $66.88 HTC 50W 4520 $127.19
G 660 0170 $65.00 HTC 814 4530 $119.18
G 660B 0180 $84.38 HTC 814XL 4531 $123.98
G 660C 0190 $82.00 HTC 822 S 4532 $111.08
G 800 0210 $56.41 HTC 825 4535 $103.63
G 880B 0220 $92.39 HTC 825 S 4536 $112.10
G 880C 0230 $89.54 HTC 830 4537 $121.04
G 1000 0240 $99.08 HTC 835 4539 $127.56
HTC 835XL 4539C $144.24
HTC 840 4539E $147.59
HTC 850 4539G $152.52
14 HTC 855 4539H $133.65 T-300A 5665 $107.06
HTC 860 4539J $155.14 OMEGA T-400 5666M $132.14
HTC 1040 4540 $145.19 OMEGA T-450 5669 $133.79
HTC 1050 4545 $147.53 T-600 XL 5670 $153.87
HTC 1055 4550 $137.21 OMEGA T-500 5680 $133.77
HTC 1060 4555 $152.00 OMEGA T-650 5745 $180.15
HTC 11100 4600 $266.35 T-750 5780 $127.28
LORAIN [ LORN ] PITMAN [ PIT ]
Model Code Rate Model Code Rate
MCH 140 4942 $105.89 Hydralift HL 40 thru 95 6670 $39.27 MCH 150 4946 $98.88 Hydralift HL 100 thru 170 6675 $42.35 MCH 180 4947 $98.88 HL 857 6685 $47.12
MCH 300 4953 $115.75 HL 1200, 1545-T2 or 1580 6695 $49.41 MCH 350 4955 $93.09 POLECAT 6697 $50.41
MCH 400 4957 $126.66 PELICAN 6699 $53.16
MCH 500 4960 $101.91 R.O. PRODUCTS [ ROP ]
MANITEX [ MANX ] Model Code Rate
Model Code Rate TC-40 6860 $40.19
1161 4980 $46.19 TC-50 6862 $41.72
1770 4985 $76.86 TC-70 6864 $43.05
2284 4990 $79.52 TC-80 6866 $43.08
2592 4995 $81.38 TC-85 6868 $42.62
TC-110 $46.45NATIONAL [ NATL ] 6870
TC-120 6872 $47.08Model Code Rate
TC-125 6874 $46.71Ser 4/400, 11.3 m (37') boom 4983 $43.02 TC-145 6876 $49.54Ser 4/400, 14.0 m (46') boom 4984 $43.21 TC-150 6878 $47.99Ser 4/400, 16.8 m (55') boom 4985 $43.38 Ser 5/500A/B, 14.3 m (47') boom 4986 $48.03 HYDRAULIC CRANES & EXCAVATORS, [ HCETG ] Ser 5/500A/B, 17.1 m (56') boom TRUCK MTD. LESS CARRIER.4987 $48.62 Ser 6/600, 14.3 m (47') boom 4989 $47.54 DELAY FACTOR = 0.10 OVERTIME FACTOR = 0.92 Ser 6/600, 17.1 m (56') boom 4990 $47.89 Includes all lifting and digging attachments and accessories. Truck/carrier to be paid separately. Pavement breaker or compactor attachments are not 856 4995 $48.37 included.
856B 4996 $47.56 BUCYRUS-ERIE [ B-E ]875 4997 $49.08 Model Code Rate875B 4998 $50.45
H-3 series two 1000 $39.19Series 85 4999 $44.45
H-5 series two 1300 $46.40
P&H [ P&H ]
GALION [ GALN ]Model Code Rate
Model Code RateALPHA 100 ton 5000 $247.31
125 P 1970 $47.26CN T-280 5005 $132.22
150 P 1980 $57.14T-150 5290 $96.54
T-180 5380 $96.96 GROVE [ GROV ]
T-200 5470 $97.47 Model Code Rate
T-250 5560 $113.72 TM 100C 2020 $67.27
CN T-250 5561 $134.49 TM 200C 2040 $55.04
OMEGA T-250 5570 $108.29
OMEGA T-300 5580 $111.41
OMEGA T-350 5585 $112.59
15 951C LGP 86J 2598 ser 4215 $51.53HYDRAULIC PERSONNEL LIFTS & [ HYLFT ] AERIAL WORK PLATFORMS 953 4220 $69.75
953 LGP 4230 $64.97
DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.79 955L 85J 6247 serial 4675 $64.60Includes self propelled and power take off(PTO) units whether gas, diesel or electric. Rates for any truck or carrier mounted units shall pay for the truck 955L 85J 13X10129 ser 4680 $70.19 separately. Reach is rated by Mfr's maximum extension in meters(feet). 955L LGP 85J 13X10129 4685 $70.53 BOOM TYPE [ BOOM ] 963 4690 $96.30
OVER TO Code Rate 963 LGP 4693 $87.14 0 7.6 (25) 00-24 $15.05 973 4695 $148.88

7.6 (25) 15.2 (50) 973 LGP25-49 $36.07 4698 $122.71

15.2 (50) 22.9 (75) $51.16 977K50-74 5014 $74.50 977K 11K serial 5092 $78.69SCISSOR TYPE [ SCIS ] 977L 11K 3919 serial 5170 $92.00 OVER TO Code Rate 977L 11K 5083 serial 5180 $100.85 0 6.1 (20) 00-20 $16.44 977L 14X serial 5185 $105.07

6.4 (21) 9.1 (30) 21-30 $19.93 977L LGP 5190 $104.74

9.4 (31) 15.2 (50) 31-50 $29.68 983 5248 $142.80 LOADERS, CRAWLER 983B 5265 $154.07[ LDRCL ]
JOHN DEERE [ DEER ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 Model Code Rate Includes all attachments and accessories excluding clam-action buckets and backhoe(see attachment class). JD 350C 5420 $34.24
JD 450C (4 speed PS) 5805 $34.34
CASE [ CASE ] JD 455D 5807 $36.19
Model Code Rate JD 455E 5809 $36.62
350B 2370 $32.40 JD 455G 5809A $45.37
450B 2610 $29.81 JD 555 5810 $38.82
455B 2620 $31.52 JD 555A 5812 $42.93
455C 2620A $35.01 JD 555B 5814 $42.17
1155D 3555 $60.92 JD 555G 5814A $61.74
1155E 3556 $67.28 JD 655 5815 $61.56
1450 3560 $66.87 JD 655B 5817 $71.07
1450B 3565 $74.19 JD 755 5820 $57.74
1455B 3568 $75.07 JD 755A 5822 $72.16
CATERPILLAR [ CAT ] JD 755B 5824 $81.97
Model Code Rate JD 855 5830 $109.13
259D 2159 $39.45 DRESSER [ DRES ]
289D 2189 $41.78 Model Code Rate
299D2 2199A $51.65 100E (PS) 9000 $35.65
931B 3735 $33.42 100G 9005 $41.35
931C 3735C $35.55 125E (PS) 9010 $44.03
931 LGP 3740 $31.50 125G 9015 $50.15
931B LGP 3745 $34.49 175C (PS) 9020 $88.27
935B 3845 $39.84 200 9025 $101.90
935C 3845C $42.34 250C (PS) 9030 $103.28
939C 3900 $60.78 250E (PS) 9035 $119.05
943 4130 $51.75
943 LGP 4135 $48.71
951C 86J 1992 serial 4200 $45.53
951C 86J 2598 serial 4210 $50.71
16 580B w/ backhoe 1705 $34.71KOMATSU [ KOMA ]
580C 1710 $27.58Model Code Rate
580C w/ backhoe 1715 $29.39D 53S-16 7878 $58.61 580D 1717 $28.86D 53S-17 7878A $70.94 580D w/ backhoe 1720 $31.23D 55S-2 7900 $59.81 580 Super D 1725 $31.51D 55S-3 7978 $59.81 580 Super D w/ backhoe 1727 $33.92D 57S-1 8000 $81.81 580 Super E 1731 $32.37D 65S-6 8017 $78.67 580 Super E w/ backhoe 1735 $34.98D 66S-1 8020 $111.09 580K w/ backhoe 1739 $35.25D 75S-2 8056 $85.41 580K 4WD w/ backhoe 1740 $36.29D 75S-3 8060 $106.88 580 Super K w/ backhoe 1742 $38.94D 75S-5 8061 $159.06 580L w/ backhoe 1743 $39.19D 155S-1 8080 $210.00 580 Super L 4WD w/ backhoe 1744 $45.53 LOADERS, RUBBER TIRE [ LDRRT ] 590 Turbo w/ backhoe 1745 $47.59 590 Super L 4WD w/ backhoe 1746 $49.88
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 621 1750 $64.23 Includes all attachments and accessories. Clam-action buckets, 4WD and 721 1752 $78.04 backhoes are excluded unless otherwise noted. 821 1754 $95.47 ALLIS-CHALMERS [ A-C ] 680E w/ backhoe 1840 $44.75 Model Code Rate 680G w/ backhoe 1850 $43.46
710C 0747 $33.16 680H w/ backhoe 1852 $46.20
714B 0750 $32.30 680K w/ backhoe 1854 $50.38
714C w/ backhoe 0752 $34.70 680L w/ backhoe 1856 $51.06 715B w/ backhoe 0765 $34.13 680L 4WD w/ backhoe 1857 $51.82 715C w/ backhoe 0767 $34.94 780 w/ backhoe 1864 $57.26 780B w/ backhoe 1866 $61.46CASE [ CASE ]
780C w/ backhoe 1867 $62.56
Model Code Rate 780D w/ backhoe 1868 $63.28
W-11 1365 $31.13 780D 4WD w/ backhoe 1869 $64.59
W-11B 1368 $37.90
CATERPILLARW-18 1444 $52.48 [ CAT ]
W-18 9213140 serial 1450 $55.78 Model Code Rate
W-18B 1460 $60.21 415F2 1850F2 $45.30
W-20 1472 $55.90 416 w/ backhoe 1860 $35.24
W-20B 1480 $56.64 416 Series II w/ backhoe 1860A $35.46 W-20C 1482 $60.97 416B 4WD w/ extend-a-hoe 1861A $43.68 W-30 1565 $83.51 416C 4WD w/ backhoe 1861C $45.31
480B 1636 $26.41 416D w/ backhoe 1861D $40.71
480B w/ backhoe 1640 $27.66 416D 4WD w/ backhoe 1861D4 $41.76 480C 1650 $34.12 420D w/ backhoe 1861M $45.64
480C w/ backhoe 1660 $35.60 420D 4WD w/ backhoe 1861M4 $46.69 480D 1662 $38.25 420E 1861N $55.18
480D w/ backhoe 1664 $40.10 420F2 1861N2 $65.46
480E w/ backhoe 1666 $32.77 426 w/ backhoe 1862 $39.84 480E LL 1667 $31.62 426 Series II w/ backhoe 1862A $40.05 480F w/ backhoe 1668 $34.00 426C w/ backhoe 1862C $49.89 480F LL 1669 $32.33 426C 4WD w/ backhoe 1862C4 $51.24 480LL 1677 $38.29 428 w/ backhoe 1864 $39.81
570L XT 4WD 1690 $37.17 428 Series II w/ backhoe 1864A $40.03 430D 1865D $55.33
17 430E 1865E $58.53 IT 12 2472 $38.33
436 w/ backhoe 1866 $43.39 IT 12B 2472B $44.64
436 Series II w/ backhoe 1866A $43.56 IT 14F 2473 $51.75 446 w/ backhoe 1868 $56.21 IT 18 2474 $48.95
446B w/ backhoe 1868B $62.15 IT 18B 2475 $55.35
446D 1868D $64.58 IT 28 2476 $59.20
450E 1869E $77.84 IT 28B 2477 $64.26
910 1870 $37.59 IT 28F 2477G $74.46
910E 1870E $44.25 IT 28G 2478 $77.56
916 1885 $50.13 IT 38G 2480 $89.33
920 1894 $45.86 IT 62G 2482 $122.88
926 2065 $58.75 CLARK [ CLRK ]
926E 2067 $63.57 Model Code Rate
928G 2070G $76.21 35C 2484 $46.78930 41K serial 2088 $56.16 45C 2486 $54.68930G 2088G $90.38 55C 2488 $66.02936 2100 $71.29 75C 2491 $86.24936E 2110 $77.72 125B 2492 $110.96936F 2120 $80.75 275B 2496 $192.69938F 2130 $82.48 275C 2497 $210.63938G 2130G $93.25 950 90A serial $60.16 JOHN DEERE2228 [ DEER ]
950 31K & 81J serial 2270 $72.47 Model Code Rate
950B 2272 $89.18 JD-210C 2485 $29.64
950E 2300 $94.90 JD-210C w/ backhoe 2490 $29.70
950F 2301 $99.91 JD-210LE 2495 $38.96
950F Series II 2303 $103.46 JD-310A w/ backhoe 2504 $31.14 950G 2310 $111.21 JD-310B w/ backhoe 2506 $31.81
950H 2310H $129.07 JD-310C w/ backhoe 2507 $35.02
950M 2310M $151.93 JD-310D w/ backhoe 2507D $39.46
962G 2320G $121.65 JD-310E w/ backhoe 2507E $40.40
966C 2340 $106.04 JD-310SE w/ backhoe 2507F $45.23
966D 2350 $117.03 310G 2507G $41.45
966E 2360 $129.25 JD-315SE w/ backhoe 2507H $45.84
966F 2361 $132.07 JD-410 w/ backhoe 2508 $34.05
966G 2362 $148.48 JD-410B w/ backhoe 2508B $34.73
966H 2362H $172.95 JD-410C w/ backhoe 2508C $40.76
966K 2362K $177.05 JD-410D w/ backhoe 2508D $48.54
970F 2370 $155.21 JD-410E w/ backhoe 2508E $50.96
972G 2372G $165.56 410G 2508G $52.08
972M 2372M $195.52 410J 4WD 2508J $60.16
980B 2376 $134.64 410K 2508K $64.33
980C 2378 $164.69 JD-444 2510 $45.27
980F 2381 $169.75 JD-444C 2515 $47.20
980G 2382 $187.13 JD-444D 2520 $48.61
980H 2382H $204.67 JD-444E 2521 $52.79
988 87A6868 serial 2398 $164.58 JD-500C w/ backhoe 2592 $44.21 988B 50W serial 2436 $236.23 JD-510 w/ backhoe 2620 $40.92 992B 25K serial 2460 $293.65 JD-510B w/ backhoe 2625 $39.52 992C 2470 $451.50 JD-510C w/ backhoe 2630 $46.57
18 JD-510D w/ backhoe 2630D $55.17 FR 35 3052 $208.70 JD-544B 2660B $56.11 FORD [ FORD ]
JD-544C 2660C $57.67 Model Code Rate
JD-544D 2660D $56.61 545C 3054 $31.97JD-544E 2660E $62.62 650 w/ backhoe 3056 $35.29JD-544G 2660G $69.08 655A w/ backhoe 3056F $39.50544J 2660J $90.45 655C w/ backhoe 3056G $43.37544K 2660K $100.99 750 w/ backhoe 3057 $46.19JD-610B w/ backhoe 2690 $45.19 755 w/ backhoe 3061 $49.22JD-610C w/ backhoe 2691 $51.45 755B w/ backhoe 3063 $55.99JD-624E 2700 $75.01 755A w/ backhoe 3065 $54.66JD-624G 2700G $84.98 A-62 3114 $48.11JD-624H 2700H $93.05 A-64 3116 $58.39JD-644B 2710 $77.57 A-66 3118 $76.10JD-644C 2715 $80.40 JD-644D FURUKAWA2717 $83.02 [ FURU ]
JD-644E 2719 $89.85 Model Code Rate
JD-644G 2719B $102.21 FL 320A 3120M $107.56
JD-644H 2719H $109.57 FL 330 3120S $117.33
644J 2719J $121.73 HOUGH [ HOUG ]
JD-710B w/ backhoe 2720 $57.77 Model Code RateJD-710C w/ backhoe 2721 $64.19 H65C 3578 $74.76JD-710D w/ backhoe 2722 $69.95 H-90E 3884 $129.46JD-710D 4WD w/ backhoe 2722D $71.83 H-100C 3954 $152.19710G 2722G $74.29 JD-744H 2723 $149.15 INTERNATIONAL [ INTL ]
744J 2723J $176.20 Model Code Rate
JD-844 2725 $143.56 260A 2260 $34.17
260A w/ backhoe 2270DRESSER [ DRES ] $35.78
270A w/ backhoe 2280 $39.42Model Code Rate
280A w/ backhoe 2285 $48.45510B 2310 $44.08
510C 2310C $58.89 J C B [ JCB ]
515B 3517 $57.24 Model Code Rate
515C 3517C $69.67 214S w/ backhoe 4430 $47.36
520B 3519 $66.20 215S w/ backhoe 4435 $52.04
520C 3519C $83.04 217S w/ backhoe 4440 $55.23
530 3520 $92.79 3C 1550 2WD w/ hoe 4448 $33.81
530C 3520C $101.22 3D 1700 4WD w/ hoe 4450 $45.17
540 3530 $127.69 1400B w/ backhoe 4455 $38.30
550 3540 $127.73 1550B w/ backhoe 4457 $43.85
1600B w/ backhoe 4458 $50.49FIAT-ALLIS [ F-A ]
1700B w/ backhoe 4459 $51.51Model Code Rate
545B 3042 $54.06 KAWASAKI [ KAWA ]
745C 3046 $106.08 Model Code Rate
FR 10 3049H $57.15 60Z IV 4300 $65.06
FR 10B 3049I $62.20 65Z IV 4310 $72.67
FR 20 3050 $120.09 KSS 80Z II 4330 $93.32
FR 30 3051 $157.00 80Z III 4335 $108.55
FR 20B 3051B $133.66 80Z IV 4340 $110.54
19 85Z IV 4345 $138.75 TEREX [ TERX ]
90Z III 4350 $153.60 Model Code Rate
90Z IV 4355 $157.55 70C 7938 $136.12
95Z IV-2 4360 $202.29 72-61 8036 $167.12
KOMATSU [ KOMA ] 72-71B 8055 $218.07
Model Code Rate 72-81 8080 $258.02
W 120-3 4520 $109.04 VOLVO-MICHIGAN-EUCLID [ VME ]
W 180-1 4525 $154.56 Model Code Rate
WA 200-1 4536 $61.64 175B 6186 $137.36
WA 250-1 4537 $84.39 175C 6186C $157.67
WA 300-1 4538 $80.44 275B 6330 $175.02
WA 320-1 4539 $98.79 275C 6330C $210.63
WA 350-1 4540 $94.99 L-70C 9570C $71.01
WA 380-1 4541 $117.70 L-90 9575 $85.14
WA 380-3 4541C $117.74 L-120 9595 $110.50
WA 400-1 4542 $113.29 L-120C 9595C $114.48
WA 420-3 4543C $135.36 L-150C 9598C $142.59
WA 450-1 4544 $140.82 L-160 9600 $148.56
WA 450-2 4544B $158.57 L-180C 9602C $160.39
WA 450-3 4544C $161.07 L-190 9605 $172.73
WA 470-1 4545 $154.71 L-250G 9606G $261.94
WA 500-1 4546 $187.01
WA 600-1 4550 $275.29 LEADS, PILE DRIVING [ LEADS ] WB 140-2 4WD 4700 $49.83
WB 150-2 4WD 4710 $57.44 DELAY FACTOR = 0.47 OVERTIME FACTOR = 0.60 MASSEY FERGUSON [ M-F ] FIXED [ FIXD ]
Model Code Rate Includes headblock, taper top, tip sled and connector, foot yoke, foot yoke sheave, intermediate flights, and all attachments and MF 44C 5143 $58.25 accessories. Rated in accordance with height of the lead measured MF 50H Series S 5150 $34.51 in meters ( linear feet)
MF 50H Series S, 4WD 5152 $35.18 OVER TO Code Rate MF 50HX Series S 5154 $37.22 0 16.8 (55) (w/o spotter) 0100 $20.47 MF 50HX Series S, 4WD 5156 $38.06 16.8 (55) 32.0 (105) (w/o spotter) 0200 $26.09 MF 55C 5170 $74.78 over 32.0 (105) (w/o spotter) 0300 $32.68 MF 60 w/ backhoe 5171 $36.52 0 16.8 (55) (w/ spotter) 1100 $34.62 MF 60H Series S w/ hoe 5172 $39.40 16.8 (55) 32.0 (105) (w/ spotter) 1200 $41.31 MF 66C 5174 $95.55 over 32.0 (105) (w/ spotter) 1300 $48.96 MF 80 w/ backhoe 5182 $52.16 SWINGING [ SWNG ]
MF 88 5184 $151.71 Includes headblock, taper top, tip sled and connector, foot yoke, 640 6000 $34.70 foot yoke sheave, intermediate flights, and all attachments and 650 6010 $37.18 accessories. Rated in accordance with the height of the lead measured in meters (linear feet).

NEW HOLLAND [ NHND ] OVER TO Code Rate Model Code Rate 0 16.8 (55) (w/o spotter) 0400 $13.57 545D 0100 $33.27 16.8 (55) 32.0 (105) (w/o spotter) 0500 $18.89 575E w/ backhoe 0110 $46.88 over 32.0 (105) (w/o spotter) 0600 $25.48 655D w/ backhoe 0120 $42.16 0 16.8 (55) (w/ spotter) 1400 $27.72 655E w/ backhoe 0130 $50.48 16.8 (55) 32.0 (105) (w/ spotter) 1500 $34.10 675D 4WD w/ backhoe 0140 $48.69 over 32.0 (105) (w/ spotter) 1600 $41.76 675E 4WD w/ backhoe 0150 $57.73
20 Metal form, all heights paving, per 3.0 m 0390 $0.04NON-OPERATED EQUIPMENT (DAILY [ NONOP ] (Metal form, all heights paving, per 10 lf) RATES) Scaffolding, 1.5 m section, per section 0410 $0.54 DELAY FACTOR = 0.56 OVERTIME FACTOR = 1.00 (Scaffolding, 5' section, per section) Note various units for different items. The following allowance is entered on Scaffolding, 3.0 m section, per section 0420 $1.20 the extra work bill by using the (unit listed x number of days) in the hours (Scaffolding, 10' section, per section) worked column. The following list is limited to items with long estimated Scaffolding, 4.6 m section, per section $1.59lives. Additional traffic related items such as cones and barricades, are still 0430 listed under TRAFC in this publication. Other non-operated items with short (Scaffolding, 15' section, per section) estimated lives should be treated as materials and should not be "rented". Non Scaffolding, bottom/top section, per 1.5 m 0440 $0.75 rented items are 1) intended to be job specific (amortized over the life of the section (per 5 ft section)project) and 2) have an estimated life measured by number of uses rather than a length of time. Scaffolding, 2.1 m high, rolling 0450 $1.13 (Scaffolding, 7' high, rolling)
MISCELLANEOUS [ MISC ] Scaffolding, spider staging, plus air 0460 $24.06 Model Code Rate compressor
Shoring, 1.1 m deep x 2235 mm wide, per Casing, 450 mm dia, per 0.3 m (Casing, 18" 0120 $0.04 0510 $1.24 section (Shoring,3.5' deep x 88" wide dia, per lf)
trench, per section)Casing, 650 mm dia, per 0.3 m (Casing, 26" 0130 $0.06 Shoring, 1.2 m deep x 3.7 m wide box, per dia, per lf) 0515 $11.38

7.3 m (Shoring, 4' deepx12' wide trench Casing, 900 mm dia, per 0.3 m (Casing, 36" 0140 $0.09 box, per 24')dia, per lf) Shoring, 1.5 m deep x 2235 mm wide, per 0520 $1.30Casing, 1800 mm dia, per 0.3 m (Casing, 0150 $0.21 section (Shoring, 5' deep x 88" wide trench, 72" dia, per lf) per section) Casing, 2400 mm dia, per 0.3 m (Casing, 0160 $0.26 Shoring, 2.1 m deep x 1397 mm wide, per 0530 $1.1596" dia, per lf) section (Shoring, 7' deep x 55" wide trench, Casing, 2700 mm dia, per 0.3 m (Casing, 0170 $0.29 per section) 108" dia, per lf) Shoring, 2.1 m deep x 2235 mm wide, per 0540 $1.38 Casing, 3000 mm dia, per 0.3 m (Casing, 0180 $0.39 section (Shoring, 7' deepx88" wide trench, 120" dia, per lf) per section)
Pile, all depths "H" pile, per 45.0 kg (Pile, 0190 $0.04 Shoring, 2.4 m deep x 4.6 m wide, per 3.0 m 0550 $9.39 all depths "H" pile, per hundred-weight) (Shoring, 8' deepx15' wide trench box, per Pipe, 250-300 mm dia, per 0.3 m (Pipe, 10- 0200 $0.02 10') 12" dia, per lf) Shoring, 2.4 m deep x 2.4 m max width, per 0560 $18.51 Plate, 22 mm thick, per 9.3 sm (Plate, 7/8" 0210 $1.24 7.3 m(8' deep x 8' max width trench box, thick, per 100 sf) per 24' )
Plate, 25 mm thick, per 9.3 sm (Plate, 1" 0220 $1.42 Shoring, 3.0 m deep x 2.4 m max box, per 0570 $16.62 thick, per 100 sf) 4.9 m (Shoring, 10' deepx8' max trench box, per 16')Plate, 38 mm thick, per 9.3 sm (Plate, 1.5" 0230 $2.12 thick, per 100 sf) Shoring, 3.0 m deep x 2.4 m max box, per 0580 $23.12

7.3 m (Shoring, 10' deepx8' max trench
SCAFFOLDING, SHORING, [ SSFW ] box, per 24')
FALSEWORK Wood, 50 mm x255 mm, per 30.5 m (Wood, 0605 $0.16 Model Code Rate 2"x10", per 100 lf)
Wood, 50 mm x305 mm, per 30.5 m (Wood, 0610 $0.20Metal form, 1.8 m x3.0 m, per 14.6 m 0310 $43.23 2"x12", per 100 lf)(Metal form, 6x10 box culvert, per 48 lf) Wood, 100mm x100mm, per 30.5 m (Wood, 0615 $0.13Metal form, 2.4 m x3.7 m, per 15.2 m 0320 $47.91 4"x4", per 100 lf)(Metal form, 8x12 box culvert, per 50 lf) Wood, 100 mm x150 mm, per 30.5 m 0620 $0.19Metal form, 2.1 m x4.3 m, per 15.2 m 0330 $52.65 (Wood, 4"x6", per 100 lf)(Metal form, 7x14 box culvert, per 50 lf) Wood, 100 mm x205 mm, per 30.5 m 0625 $0.27Metal form, type 25 barrier, per 3.0 m 0340 $2.63 (Wood, 4"x8", per 100 lf)(Metal form, type 25 barrier, per 10 lf) Wood, 100 mm x305 mm, per 30.5 m 0630 $0.41Metal form, type 26 barrier, per 3.0 m 0350 $2.78 (Wood, 4"x12", per 100 lf)(Metal form, type 26 barrier, per 10 lf) Wood, 150 mm x305 mm, per 30.5 m 0635 $0.68Metal form, type 27 barrier, per 3.0 m 0360 $2.40 (Wood, 6"x12", per 100 lf)(Metal form, type 27 barrier, per 10 lf) Wood, 150 mm x455 mm, per 30.5 m 0640 $1.09Metal form, type 50 barrier, per 3.0 m 0370 $2.59 (Wood, 6"x18", per 100 lf)(Metal form, type 50 barrier, per 10 lf) Wood, 205 mm x405 mm, per 30.5 m 0645 $1.34Metal form, 1.8 m x 3.7 m girder panel, per 0380 $0.16 (Wood, 8"x16", per 100 lf)0.1 sm ( 6x12 girder panel, per sf) Wood, 305 mm x455 mm, per 30.5 m 0650 $1.51
(Wood, 8"x18", per 100 lf)
21 Wood, 305 mm x305 mm, per 30.5 m 0655 $1.31 PAVEMENT GRINDERS, TUNGSTEN-(Wood, 12"x12", per 100 lf) [ PGT-C ] CARBIDE BITSWood form, type 27 barrier, per 2.4 m 0660 $0.28 (Wood form, type 27 barrier, per 8 lf) DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 Wide flange beam, all depths, per 45 kg 0670 $0.04 Includes water(but not water truck or trailer), coolant, cutting compounds and (Wide flange beam, all depths, per hundred all attachments and accessories. Replacement bits or tips are included in the wt.) rates listed below.

TANK [ TANK ] BARBER-GREENE [ B-G ]
Model Code Rate Model Code Rate
Tank, metal, 0-2270 liters (0-600 gallons) 0710 $0.74 RX-20 0100 $170.30 Tank, metal, 2270-4540 liters (600-1200 0720 $1.00 RX-30 0105 $270.33 gal) RX-40B 0110 $312.30
Tank, metal, 4540-9840 liters (1200-2600 0730 $2.49 RX-50 0115 $367.37gal) RX-80B 0120 $609.53Tank, metal, 22 710 liters (6000 gallons) 0740 $5.01 Tank, metal, 28 390 liters (7500 gallons) 0750 $6.29 CATERPILLAR [ CAT ] Tank, metal, 30 280 liters ( 8000 gallons) 0760 $6.66 Model Code Rate Tank, metal, 37 850 liters (10000 gallons) 0770 $7.39 PM-800 0200 $476.22 [ TRAF ] PR-105 $83.67TRAFFIC SAFETY 0201
PR-275 0205 $228.09Model Code Rate
PR-450 0210 $332.09Crash cushion barrel, filled, each 0810 $1.21 PR-750 0215 $483.50K-rail, temporary concrete barrier, per 6.1 0820 $0.48 m (20 lf) PR-750B 0216 $507.69
PR-1000 0220 $664.50
PAVEMENT GRINDERS, DIAMOND [ PGDIA ]
BLADES C.M.I. [ CMI ]
DELAY FACTOR = 0.09 OVERTIME FACTOR = 0.92 Model Code Rate Includes water(but not water truck or trailer), coolant, cutting compounds and PR-275 RT 0150 $216.57 all attachments and accessories. Replacement blades are included in the rates PR-375 $275.53listed below. 0155 PR-450 0160 $315.56
CONCUT [ CCUT ] PR-525 0165 $338.74
Model Code Rate PR-500FL 0170 $371.87
BC-38 (136 blades) 0500 $174.43 PR-750 0175 $466.27
BC-244 (187 blades) 0505 $216.60 PR-800-7 0177 $510.03 BC-1268 (48 blades) 0510 $67.40 PR-1000 0180 $563.40
CUSHION CUT [ CUCT ] INGERSOLL-RAND [ I-R ]
Model Code Rate Model Code Rate
HG-130A (127 blades) 0600 $167.98 MW-175 0280 $94.99
PC-390(171 blades) 0610 $259.53 MW-250 0285 $102.95
PENHALL [ PENH ] MW-250C 0286 $124.10
Model Code Rate MT-6520 (crawler) 0300 $306.81
MW-6520 0305 $221.98G-38 (172 blades) 0800 $329.49
MW-6520HC 0310 $283.42
TARGET [ TARG ] MT-7000 0315 $387.58
Model Code Rate
CG-65 (41 blades) 0900 $104.05
PRM-3804 (170 blades) 0905 $362.37
22 WIRTGEN [ WIRT ] ROLLERS, TANDEM STEEL WHEELS [ ROL-2 ] Model Code Rate
300VC 0380 $37.15 DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.91 1000VC 0390 $142.00 Includes all attachments and accessories. 1900DC 0395 $327.83 BOMAG [ BMAG ]
2000VC 0400 $318.64 Model Code Rate
2100VC 0402 $411.15 BW-4AS 1150 $22.82
2200VC 0405 $534.51 BW-6AS 1155 $24.38
3500VC 0410 $547.07 BW-10AS 1160 $41.43
4200VC 0420 $564.50 BW-12AS 1165 $42.18
PUMPS, WATER HOSE [ PUMWA ] DRESSER [ DRES ]
Model Code Rate
DELAY FACTOR = 0.36 OVERTIME FACTOR = 0.68 S3-5B 2500 $29.80 Centrifugal and diaphragm types (including submersibles). Rate includes power (gas, diesel or electric generator), 7.6 meters(25 lineal feet) of suction S8-12A 2520 $39.37 hose, 15.2 meters (50 lineal feet) of discharge hose, foot valve and all fittings, S10-14A 2525 $40.11attachments and accessories.

FERGUSON [ FERG ]A PUMP [ APMP ]
Model Code RateListed by Mfr's rated capacity measured in thousands of liters per minute (thousands of gallons per hour) at 3.0 meters (10 feet) of 3-5 ton 4048 $18.16 suction head. 3-5A 4048A $19.30
OVER TO Code Rate 4-6A 4142A $19.44 0 0.6 (10) 000-010 $3.30 5-8 ton 4236 $43.17

0.6 (10) 1.3 (20) 010-020 $5.01 5-8A 4240 $33.35

1.3 (20) 1.9 (30) 020-030 $6.05 8-12 ton 4424 $34.47

1.9 (30) 3.2 (50) 030-050 $21.50 8-12B 4424B $36.68

3.2 (50) 7.9 (125) 050-125 $25.73 8-12A 4430 $34.30

7.9 (125) 15.8 (250) 125-250 $30.56 10-14 ton 4450 $35.34 INLET-SUCTION HOSE [ INHS ] 10-14A 4455 $34.81
Additional 7.6 meter (25 foot) lengths of suction hose shall be paid 10-14B 4455B $37.22 based on the inside hose diameter in millimeters (inches). GALION [ GALN ]OVER TO Code Rate 0 60 (2.5) Model Code Rate0-2.5 $0.07 4-6 ton roll-o-static60 (2.5) 80 (3) $0.13 4650 $28.422.5-3.5 S4-6A, S4-6B80 (3) 100 (4) $30.883.5-4 $0.18 4670 5-8 ton roll-o-static100 (4) 150 (6) 4-6 $0.29 4800 $33.11 S5-8A 4820 $35.81
OUTLET-DISCHARGE HOSE [ OUHS ] 8-10.5 ton roll-o-static 4988 $33.74 Additional 15.2 meter (50 foot) lengths of discharge hose shall be S8-10.5A 5000 $36.48paid based on the inside hose diameter in millimeters (inches).

OVER TO Code Rate 8-12 ton roll-o-static 5176 $34.04 S8-12A $37.110 60 (2.5) 0-2.5 $0.05 5190 60 (2.5) 90 (3.5) 2.5-3.5 $0.10 HYSTER [ HYST ] 90 (3.5) 100 (4) 3.5-4 $0.15 Model Code Rate 100 (4) 150 (6) 4-6 $0.20 C 330A 3-5 ton 6520 $30.65 C 330B 3-5 ton (Hypac) 6520B $24.04
C 330A 4-6 ton 6525 $31.95
C 330B 4-6 ton (Hypac) 6526 $26.09
C 340A 5-8 ton 6530 $37.22
C 340A 8-10 ton 6540 $37.76
C 340B 5-8 ton 6545 $33.58
23 C 340C 5-8 ton (Hypac) 6546 $36.07 HYSTER [ HYST ] C 340B 8-10 ton 6548 $34.27 Model Code Rate
C 340C 8-10 ton (Hypac) 6549 $36.53 C 530A 5401 $37.99 C 350B 8-12 ton 6710 $38.62 C 550A 5494 $42.53
C 350B 10-14 ton 6740 $39.10
C 350C 8-12 ton 6750 $35.50 ROLLER-TAMPING, SEGMENTED, [ ROTAM ] SHEEPSFOOT, SELF PROPELLEDC 350C 10-14 ton 6755 $36.18 C 350D 8-12 ton 6757 $36.92 DELAY FACTOR = 0.10 OVERTIME FACTOR = 0.92 Includes all attachments and accessories.

INGRAM [ INGM ]
BUFFALO-BOMAG [ B-B ]Model Code Rate
4-6 ton FB 6900 $23.31 Model Code Rate
5-6.5 ton FB K 300 $74.566965 $24.80 1630
8-12 ton HB K 301 $34.46 1635 $84.417175
10-14 ton HB K 401 $100.767275 $35.05 1638
REXNORD [ RXND ] CATERPILLAR [ CAT ]
Model Code Rate Model Code Rate
3-5 ton 8158566 $22.15 2300 $88.08
4-6 ton 815B8572 $22.71 2310 $131.25
5-8 ton 815F $50.02 2320 $143.288578
7-10 ton 825B8584 $50.21 2500 $147.56
8-12 ton 825C $50.55 $194.428590 2510
10-14 ton 8358596 $50.88 2700 $187.32
[ RAGO ]ROLLERS, RUBBER TIRE, SELF RAYGO[ ROLRT ]
PROPELLED Model Code Rate
30 6490 $73.04DELAY FACTOR = 0.16 OVERTIME FACTOR = 0.86 Includes all attachments and accessories. 45 6500 $110.82 RAM PAK 45 6505 $119.10BUFFALO-BOMAG [ B-B ]
Model Code Rate REXNORD [ RXND ]
BW 20R 2624 $37.21 Model Code Rate
3-30 7120 $88.12CATERPILLAR [ CAT ]
3-35 PACTOR 7127 $108.90
Model Code Rate 3-45 PACTOR 7130 $138.60
PS 110 3460 $38.78 3-50, 3-50A PACTOR 7140 $153.07
PS 130 3465 $38.21 3-55, 3-55B PACTOR 7150 $186.00
PS 180 3470 $40.35
PS 200B 3480 $50.85
DYNAPAC [ DYPC ]
Model Code Rate
CP 15 3500 $37.21
CP 21 3510 $46.44
CP 27 3520 $59.66
GALION [ GALN ]
Model Code Rate
3500 4310 $37.81
P 3000 4315 $35.02
P 3500A 4320 $38.41
24 ROLLERS-TAMPING, SEGMENTED, CASE [ CASE ][ ROTAT ] SHEEPSFOOT, TOWED Model Code Rate
DELAY FACTOR = 0.45 OVERTIME FACTOR = 0.63 50B 2228 $6.83 Includes all attachments and accessories. Listed by drum dimensions in W 251 2400 $22.65 millimeters (feet) in either direction. The first digit is the diameter and the 252, W 252second digit is the length of each drum. 2405 $29.16 752, W 752 2450 $51.33
SINGLE DRUM UNIT [ ADRU ] 1102, W 1102 2500 $67.22
Model Code Rate 1102D, W 1102D 2505 $68.74
1220 mm x1220 mm (4'X4') & under 4X4 $1.92 602D 2510 $46.24 over 1220 mm (4') - not over 1520 mm (5') 4X5 $2.17 752B 2520 $54.18 over 1520 mm (5') 5 $3.93 CATERPILLAR [ CAT ]
DOUBLE DRUM UNIT [ DDRU ] Model Code Rate
Model Code Rate CB 54 7000 $92.50
1220 mm x1220 mm (4'X4') & under, each 4X4 $4.63 CS 56 7020 $101.66 over 1220 mm (4') - not over 1520 mm (5'), 4X5 $14.02 CB 64 7400 $107.47 each CB 214 8025 $28.26over 1520 mm (5'), each 5 $25.85 CB 214B 8026 $29.44 ROLLERS, VIBRATORY, SELF [ ROVIB ] CB 224 8030 $29.33 PROPELLED CB 224B 8031 $31.25
DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.85 CB 224C 8031C $32.02 Includes all attachments and accessories. CB 224E 8031E $34.72 BUFFALO-BOMAG [ B-B ] CB 314 8035 $30.97
CP 323 padfoot drum 8040 $50.40Model Code Rate
CS 323 smooth drum 8042 $48.75BW 210 2060 $57.56
CB 414 8045 $48.59BW 210A 2070 $59.51
CS 431 8050 $44.92BW 213 2080 $58.64
CS 431B 8051 $61.17BW 214 2090 $60.34
CP 433 padfoot drum 8055 $51.20
BOMAG [ BMAG ] CP 433B padfoot drum 8056 $67.30
Model Code Rate CP 433E 8056E $82.13
BW 35 0700 $6.30 CS 433 smooth drum 8060 $51.23
BW 60, 60S 0800 $9.58 CS 433B smooth drum 8061 $64.44 BW 65, 65S 0900 $6.69 CB 434 8062 $56.27
BW 75, 75S 1000 $10.71 CB 434D 8062D $69.01
BW 85T 1200 $19.02 CB 514 8065 $61.60
BW 90 1300 $12.40 CB 534 8067 $78.93
BW 100AD-3 1325C $31.63 CB 534C 8067C $77.59
BW 120AD 1350 $32.02 CB 534D OR XW 8067D $98.54
BW 142PD 1359 $37.57 CS 551 8070 $85.45
BW 151AD 1365 $54.13 CP 553 padfoot drum 8075 $90.08
BW 170AD, D 1380 $46.99 CS 553 smooth drum 8080 $86.63 BW 172AD, D 1385 $47.45 CP 563 padfoot drum 8082 $92.89 BW 202AD 1400 $74.03 CS 563 smooth drum 8083 $89.15
CS 563CBROS [ BROS ] 8083C $94.71
CB 614 8085 $96.10Model Code Rate
CB 634 8095 $95.02VM 255 2023 $47.65
CB 634C 8095C $96.44VM 268, VM 268H 2024 $58.73
VM 278 2025 $89.09
25 DYNAPAC [ DYPC ] HYSTER [ HYST ]
Model Code Rate Model Code Rate
LR 90 2401 $13.48 C 612B 3450 $52.77
A 36V, A 36D 2405 $32.59 C 610A 3500 $39.20
CA 12 2409A $42.74 C 610B 3540 $51.04
CA 12D 2409B $36.91 C 615B 3562 $53.11
CA 12PD 2409E $37.38 C 617B 3563 $53.61
CA 12PDB strikeoff blade 2409H $35.73 C 620B 3566 $52.52 CA 15 2410 $57.04 C 625B 3570 $54.19
CA 15A 2420 $50.78 C 627B 3572 $54.86
CA 15D 2421 $60.42 C 727A 3572E $76.61
CA 20D 2422 $49.97 C 748A (Hypac/Hyster) 3572F $33.81 CA 15PD 2425 $51.56 C 766A 3572G $68.31
CA 25 2430 $73.23 C 766B (Hypac/Hyster) 3572H $82.02 CA 25S 2440 $71.47 C 850A 3572J $81.09
CA 25A, CA 25D 2450 $76.16 C 850B (Hypac/Hyster) 3572K $95.52 CA 25PD 2455 $78.97 C 852A 3572N $86.47
CA 25T 2460 $65.54 C 852B (Hypac/Hyster) 3572P $98.93 CA 30 2462 $77.31 C 860A 3572S $85.20
CA 30D 2464 $81.70 C 860B (Hypac/Hyster) 3572T $93.48 CA 51S, CA 51D 2466 $96.49 INGERSOLL-RAND [ I-R ] CA 55D 2468 $99.29 Model Code Rate
CA 151PDB 2469 $71.38 DD 22 3565 $37.47CC 10, CC 10 series II 2470 $29.12 DD 23 3570 $27.77CC 10A 2472 $25.16 DD 24 3572 $36.80CC 102 2472C $31.41 DA 30 3573 $29.21CC 12 2472E $31.96 DD 35 3573C $30.66CC 14 2473 $46.02 DA 40 3573E $52.60CC 21 2474 $47.99 DA 41 3573G $54.90CC 21 II 2474B $51.02 DD 34HF 3573HF $45.53CC 211 2474C $59.11 DA 48 3573M $72.78CC 42 II Dynatronic 2475 $76.99 DA 50 3574 $73.75CC 42A 2476 $75.95 DD 65 3574A $57.67CC 50 2482 $82.80 DF 84 3574B $120.18CC 50A 2488 $94.48 DS 84 3574C $117.00CC 50PD 2488E $147.92 DD 90 3574D $79.71CC 50S 2489 $139.95 DD 110 3574F $88.24DD 18 2498 $11.55 DD 130 3574H $117.00300V 2499E $15.02 DD 145 3574J $100.252100V 2499H $14.32 SPA 56 3810 $57.13 ESSICK [ ESIK ] SP 48 3880 $55.05
Model Code Rate SP 48DD 3885 $56.61
VR 30RE 2700 $8.83 SPF 48 3890 $58.86
VR 42RE 2820 $22.54 SPF 48B 3892 $60.04
V 30WR, V 30W2-R 2902 $9.59 SP 54 4000 $55.89
SP 54DD 4005 $57.85
SPA 54 4010 $56.76
SPF 54 4020 $61.94
SP 56 4030 $65.64
26 SP 56DD 4035 $68.46 RAYGO [ RAGO ]
SP 56DH 4037 $92.29 Model Code Rate
SPF 56 4040 $70.29 1-36 REBEL 4805 $13.29SPF 56B 4050 $73.13 2-36 ROMPER 4810 $29.03SPF 56DH 4080 $93.75 2-66 RANGER 4820 $75.03SPF 56DHB 4090 $97.55 2-84 RANGER 4830 $103.77SP 60 4100 $116.24 220A RASCAL 4840 $43.87SP 84 4105 $96.96 320A RASCAL 4876 $53.05SP 60DD 4110 $137.93 320S RASCAL 4890 $50.38SPF 60 4120 $142.49 400A RASCAL 5010 $52.67SPF 60B 4130 $150.28 404B RUSTLER 5110 $57.91SPF 60C 4132 $130.96 410A RASCAL 5150 $56.16SPF 84 4133 $98.63 600A RASCAL 5220 $70.93SPF 84B 4134 $102.98 4000 RASCAL 5235 $76.89SD 40D 4138 $50.73 4200 RASCAL 5236 $82.73SD 40F w/ blade 4138FB $52.21 4404 RUSTLER 5236E $30.71SD 70 4139 $58.03 SD 100 RAMMAX4140 $74.53 [ RAMX ]
SD 100D 4140D $89.79 Model Code Rate
SD 100F 4140F $90.33 P 33/24 4605 $17.68
SD 115D 4141D $110.68 P 33/24 w/ remote 4606 $16.99
SD 150D 4143D $119.32 P 51 4625 $67.48
S 51[ KOBO ] 4630 $34.75KOEHRING-BOMAG
P 47 5290 $34.00Model Code Rate
BW 120AC SAKAI4168E $31.56 [ SAKI ]
BW 120AD 4169 $31.99 Model Code Rate
BW 121AD 4193 $28.71 SV 70 8025 $53.19
BW 130AD 4193E $33.78 SV 70D 8026 $55.48
BW 140AD 4194 $52.39 SV 91 8050 $79.33
BW 141AC 4194B $52.26 SV 91D 8051 $81.26
BW 141AD 4194E $47.28 SV 200D 8060 $40.53
BW 142D 4194H $36.21 TAMPO [ TAMP ]
BW 172 4212 $44.66 Model Code RateBW 172D 4212E $47.19 RP 16D (HD) 5990 $50.78BW 213D 4237 $74.39
RP 28D 5995 $67.69BW 214D 4238 $91.48
RP 48D 6110 $87.34BW 215D 4240 $89.90
RP 58D 6115 $80.65BW 217D 4242 $113.16
RS 16 (HD) 6170 $47.97BW 220D 4250 $84.23
RS16A (HD) 6180 $49.88
MIKASA [ MIKA ] RS 16D (HD) 6185 $50.37
Model Code Rate RS 28C 6315 $63.67
MDR 7DW 4404 $7.83 RS 28D 6320 $64.86
MDR 9G 4405 $11.31 RS 58D 6327 $79.22
MDR T38S 4407 $7.97 RS 156A 6340 $53.29
MRV 10GA 4409 $12.80 RS 166A 6350 $69.84
RS 188A 6370 $88.68
RS 210 6400 $69.12
27 WACKER [ WACK ] SHOVELS & CRANES, TRUCK MOUNTED [ S&CTK ] Model Code Rate
R 900 7850 $19.49 DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.82 Includes truck/carrier. Includes all attachments and accessories when used as aR 1000 7855 $31.35 crane, clamshell, dragline or for pile driving (leads and driving equipment not W 55T 7860 $10.06 included).

W 74L, W 74T 7880 $9.94 AMERICAN HOIST & DERRICK [ AMHD ] W 74 7890 $9.61 Model Code Rate
W 75 7900 $10.04 5470 1015 $105.68
WDH 84 7910 $14.04 5530 1080 $185.16
WDH 86-110 7912 $17.65 7450 1130 $100.54
WHK 90, WHK 90L 7915 $17.18 7460 1140 $144.48
SHOVELS & CRANES CRAWLER [ S&CCL ] 7530 1170 $161.85 8460 1178 $206.29
DELAY FACTOR = 0.19 OVERTIME FACTOR = 0.85 8470 1179 $330.09 Includes all attachments and accessories when used as a crane, clamshell, LINK-BELTdragline or for pile driving (not including leads or driving equipment). [ L-B ] Model Code RateLINK-BELT [ L-B ]
HC 48A 4332 $62.67
Model Code Rate HC 108B 4960 $74.84
LS 78 4702 $63.23 HC 108C 4970 $111.63
LS 78 pipeliner 4724 $65.17 HC 138 4992 $82.14
LS 98 4826 $70.99 HC 138A 4995 $177.95
LS 98 pipeliner 4852 $76.95 HC 218 5050 $107.05
LS 98A 4924 $72.04 HC 218A 5051 $176.97
LS 108B 4980 $81.01 HC 228H 5054 $220.14
LS 108D 4981 $106.44 HC 238A, 238B 5065 $181.53
LS 118 4998 $116.10
P&HLS 218H [ P&H ]5010 $194.13
LS 318 5012 $116.00 Model Code Rate
LS 338 5020 $126.85 440 TC 7240 $79.25
LS 518 5124 $187.07 650A TC 7720 $111.69
670 TC 7790 $115.13MANITOWOC [ MTWC ]
790 TC 7880 $106.57
Model Code Rate 8115A TC 7950 $146.38
222EX (WEST) 5600 $233.97
2900 WC 5764 $102.60 SANBLASTING EQUIPMENT [ SANBL ] 3000 W 5812 $126.83
3900B (100 ton) 6036 $168.77 DELAY FACTOR = 0.52 OVERTIME FACTOR = 0.53 3900 W VICON series 2 6132 $226.21 Includes helmets, gauntlets, 30.5 meters(100 feet) of hose, pot, all control valves, nozzles and other attachments and accessories. Rated in accordance 4000 W VICON 6180 $203.52 with the capacity of the pot measured in kilograms(pounds)of sand. 4100 W VICON series 1 6196 $310.14 REMOTE CONTROL ONLY [ REMC ] 4100 W VICON series 2 6198 $319.15
OVER TO Code Rate4600 VICON series 1 6328 $467.79 45 (100) 159 (350) 010-035 $1.674600 VICON series 3 6332 $525.88 159 (350) 272 (600) 035-060 $2.21 P&H [ P&H ] 272 (600) 454 (1000) 060-100 $2.24 Model Code Rate 454 (1000) 680 (1500) 100-150 $2.81 535 7716 $101.58 680 (1500) 907 (2000) 150-200 $3.13 550 7748 $107.43
670 WLC 7892 $126.19
28 627E non push-pull 1772 $216.57SAWS, CHAIN AND EARTH AUGER [ SAWCH ] ATTACHMENT 627E push-pull 1773 $220.98
631C 67M5012 serial 2170 $173.66
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.87 631D 2180 $216.42Hand held type, one or two man, gas, air or electric powered including all attachments and accessories. Blades, chains and tips shall be paid separately. 631E 2185 $238.47 Saws which cost less than $500 are considered minor tools and are no longer 633C non cushion hitch 2305 $169.38listed. Rated in accordance with Mfr's kilowatts (horsepower). 633C cushion hitch 2315 $169.14
SAWS [ SAW ] 633C 66M693 serial 2320 $178.75
Model Code Rate 633D 2330 $225.63
>3.7 (5 ) 30 amps @ 120V 5-HP $2.49 637 cushion, non-push-pull 2375 $255.47 637 non-cushion, push-pull 2410 $257.58SAWS, CONCRETE AND MASONRY [ SAWCO ] 637D non push-pull 2460 $313.80
637D push-pull 2470 $317.47DELAY FACTOR = 0.16 OVERTIME FACTOR = 0.84 Self powered gas, air or electric powered. Includes water ( but not water truck 639D 2475 $326.53 or trailer), coolant, cutting compounds and all attachments and accessories. 637E 2476 $344.62 Saw blades or abrasive discs shall be paid in accordance with the following sawkerf codes. 637E push-pull 2477 $349.65
641B non cushion hitch 2620 $215.42SINGLE & MULTI-BLADE [ ABOP ] 641B cushion hitch 2655 $255.62
OPERATION 651B non cushion hitch 2935 $260.82Listed in accordance with Mfr's rated kilowatts (horsepower). 651B cushion hitchOVER TO Code Rate 2970 $263.10 651E 2975 $327.880 7.5 (10) 0-10 $3.06 657B non cushion, non p-p 3360 $411.207.5 (10) 14.9 (20) 10-20 $6.82 657B cushion, push-pull 3370 $417.2214.9 (20) 24.6 (33) 20-33 $13.54 657E non push-pull 3375 $489.9124.6 (33) 33.6 (45) 33-45 $15.61 657E push-pull 3380 $507.5233.6 (45) 48.5 (65) 45-65 $18.99 660B 3470 $241.15
BLADE SAWKERF [ ABSK ] 666B 3600 $382.29
The following allowance is entered on the extra work bill by using the length x depth per blade. JOHN DEERE [ DEER ]
UNITS Code Rate Model Code Rate
Rate /blade/ 30.5 m (100 lin ft) / 25 mm 100'/IN $18.00 JD 760A 3845 $61.25 (inch) depth JD 762 3860 $76.05
Rate/blade/ 0.3 m (lin ft) / 25 mm (inch) LF-INDE $0.18 JD 762A 3865 $79.97depth JD 762B 3866 $94.27
SCRAPERS, SELF PROPELLED [ SCRSP ] JD 860A 3920 $90.23 JD 860B 3930 $94.76
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.88 JD 862 3940 $112.79 Includes all attachments and accessories. JD 862B 3942 $138.76 CATERPILLAR [ CAT ] INTERNATIONAL [ INTL ]
Model Code Rate Model Code Rate
613 1395 $61.69 412B 5631 $77.13
613B 1400 $69.56 431B 5637 $150.43
613C 1402 $87.42 433B 5643 $218.52
615 1415 $120.36
615C 1416 $131.70
621B cushion hitch 1680 $152.76
623B 1700 $157.82
623E 1702 $187.75
623F 1703 $197.09
627B push pull 1770 $202.04
29 D-4E direct drive[ TERX ] 2660 $36.29TEREX
D-4E power shift 2665 $37.49Model Code Rate
D-4H 2670 $47.30S 11EB 8245 $61.55 D-4H LGP 2675 $47.31S 23E 33TOT-H-93SH, elev 8250 $145.60 D-4H Series II 2680 $48.41S 24 49LOT-76SH serial 8260 $185.74 D-4E SA 2772 $43.69S 24B 023-024 serial 8270 $225.98 D-4E LGP power shift 2780 $37.68S 24C 8275 $246.34 D-4E LGP direct drive 2782 $37.68 WABCO [ WAB ] D-4G XL 2790XL $44.06
Model Code Rate D-5 3194 $49.60
101F 8570 $70.28 D-5B power shift 3206 $52.60
101G 8575 $71.53 D-5B SA 3325 $57.16
111A 8640 $67.12 D-5B LGP 3345 $55.09
222G 8700 $131.78 D-5C 3346 $46.91
222H 8704 $149.37 D-5H 3347 $63.00
D-5H Series II 3348 $66.67
TRACTORS, CRAWLER [ TRACC ] D-5H LGP 3350 $65.82
D-6C direct drive 3645 $64.19
DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.87 D-6C power shift 3688 $64.79Includes all attachments and accessories such as dozer blade and power control blocks when needed, but does not include backhoe, winch or ripper units listed D-6C LGP 3710 $67.14 elsewhere in this schedule. D-6D 3720 $74.68
CASE [ CASE ] D-6D SA 3725 $83.66
Model Code Rate D-6D LGP 3730 $75.14
350 D-6H $84.791820 $28.15 3732
350B D-6H Series II1825 $30.05 3733 $89.04
450 D-6H LGP1868 $24.44 3735 $89.03
450B D-6M LGP1869 $27.95 3745 $83.12
450C D-6N XL1869E $31.42 3755 $85.71
475 D-6R DS $94.511870 $40.68 3800
550 D-6R XL 3815 $99.212000 $32.83
650 D-7G $38.74 4180 $112.772100
850 D-7G LGP $32.88 4200 $108.932128
850B D-7G SA2130 $35.64 4210 $118.89
850C D-7H2135 $39.16 4215 $116.31
850D D-7H Series II $41.39 $125.022140 4216
1150B D-7H LGP2250 $49.38 4220 $122.33
1150C D-8K2255 $54.52 4858 $148.65
1150D D-8L $56.11 4862 $179.292257
1150E D-8L SA2258 $58.13 4863 $192.97
D-8N 4864 $161.35
CATERPILLAR [ CAT ] D-8R 4870 $177.81
Model Code Rate D-8T 4880 $223.16
D-3 2340 $28.55 D-9H 5160 $197.63
D-3B 2345 $31.68 D-9L 5165 $237.49
D-3 LGP 2350 $29.15 D-9N 5170 $203.81
D-3B LGP 2355 $32.84 D-9R 5175 $239.31
D-3B SA 2370 $35.28 D-10 5220 $364.33
D-3C 2380 $33.68 D-10N 5225 $295.23
D4C Series III 2450 $43.27 D-10R 5227 $329.98
D-4D 2655 $34.44 D-11N 5230 $461.13
30 JOHN DEERE [ DEER ] FD 40 6061E $241.78
Model Code Rate KOMATSU [ KOMA ]
JD 350C 5360 $31.36 Model Code Rate
JD 350D 5365 $35.10 D 21P-6 7965 $34.31
JD 400G 5405 $29.73 D 31A-16 7970 $29.98
JD 450C 5474 $31.71 D 31A-17 7972 $33.01
JD 450D 5476 $32.94 D 31E-17 7976 $34.36
JD 450E 5478 $33.39 D 31E-18 7977 $36.59
JD 450G 5479 $36.32 D 31P-16 7980 $30.34
JD 450J LT/LGP 5479J $44.71 D 31P-17 7981 $33.69
JD 550 5480 $35.83 D 31P-17B 7981E $35.32
JD 550A 5481 $38.83 D 58E-1 8003 $66.86
JD 550B 5483 $37.66 D 58P-1 8003H $74.27
JD 550G 5484 $42.39 D 65E-6 8070 $77.07
JD 650G 5484A $47.44 D 65E-7, E-8 8072 $86.15
JD 650H LGP 5484H $51.10 D 65P-6 8080 $79.62
JD 750 5485 $56.12 D 65P-7 / D 65P-8 8082 $89.39
JD 750B 5486 $61.56 D 68P-1 8083 $98.54
JD 750 LGP 5487 $58.86 D 68E-1 8085 $93.70
JD 750B LGP 5488 $74.95 D 83E-1 8087 $114.85
JD 850 5490 $73.36 D 83P-1 8088 $116.14
JD 850B 5491 $84.57 D 85P-18 8090 $123.88
JD 850 LGP 5492 $77.79 D 85A-18 8114 $107.67
JD 850B LGP 5495 $91.26 D 85E-12 8120 $94.24
DRESSER [ DRES ] D 85E-18 8140 $117.33
D 135A-1 8150 $150.77Model Code Rate
D 155A-1 8160 $174.56TD 7E 9100 $32.66
D 155A-2 8161 $174.13TD 7G 9102 $36.34
D 375A-1 8175 $277.17TD 8E 9105 $39.86
D 375A-2 8176 $308.96TD 8G 9107 $42.94
D 455A-1 8180 $340.12TD 12 9110 $57.41
D 475A-2 8186 $484.52TD 12 LGP 9115 $65.58
TD 15C 9120 $81.26 TRACTORS, HEAVY [ TRACH ]
TD 15E 9122 $98.73
TD 15C LGP 9125 $78.60 DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.87 TD 20E 9130 $108.46 Includes all attachments and accessories such as dozer blade, power control units and push blocks, when needed, but does not include backhoe, winch or TD 20G 9135 $132.36 ripper units listed elsewhere in this schedule.

TD 20G LGP 9137 $139.47
CATERPILLAR [ CAT ]TD 25E 9139 $154.21
TD 25G Model Code Rate9140 $192.64
814 1400 $103.98
FIAT-ALLIS [ F-A ] 814B 1410 $153.73
Model Code Rate 824B 1720 $167.92
10C 6043 $63.67 824C 1730 $206.38
10C LGP 6044 $64.50 834B 2010 $311.89
14C 6048 $80.25
FD 20 6056 $115.08
21C 6060 $132.70
FD 30 6060E $155.68
31 6061 $210.98
31 TRACTORS, RUBBER TIRE, FLASHING ARROW SIGN [ FLAS ][ TRACS ] INDUSTRIAL, FARM & SKID STEER Including supplies, replacements and servicing.

Model Code RateDELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 Roof mounted RM $0.92

37.3 kW (50 HP) OR LESS [ <50 ] Trailer mounted TM $3.18 Including, but not limited to the following:

Bobcat--440B, 443B, 450, 453, 542B, 543B, 553, 742B, 743B, TRAFFIC CONTROL & SAFETY DEVICES [ TRAFC ] 753, 763, 773, 1840, 7753 (DAILY RATES)
Case-- 1818, 1825, 1835C, 1838 DELAY FACTOR = 0.72 OVERTIME FACTOR = 1.00Deere-- 3375, 4475, 5200, 5575, 6675, 7775 Ford-- L250, L454, L455, L553, L555, L781 Includes supplies and servicing. The following allowance is entered on the extra work by using days instead of hours worked. Crash cushion barrels and Gehl-- SL3310, SL3410, SL3725, SL3825, SL4525, SL4625 K-rail sections are now listed with Non-Operated items[NONOP].Hydra-Mac-- 1300, 1600, 1700D JCB-- 165Robot, 165Robot Ser II (1) BARRICADES [ 1BAR ] Massey-Ferguson-- MF30E
Mahto-- LS70, LS75, L933 (A) 750 mm to 900 mm high & 600 mm to 900 mm wide (30 to 36 Mustang-- 920, 920E, 921, 930A, 930AE, 940, 940E, 910, 911, inches high & 24 to 36 inches wide) 2040 (B) 1500 mm high by 1200 mm wide min. (60" high by 48" wide New Holland-- 1220, 1320, 1620, 1920, 2120, 3415, 3930, L250, min.) L255, L465, LX465, LX485, L565, LX565, LX665 Model Code Rate Ramrod-- 230B, 300B, 584B, 784B, 550, 750, 1350, 1550 each with flasher A1 $0.51Thomas-- T-82, T-83, T-83S, T-103, T-132, T-133, T-133S each without flasherTrak-- 1300HD, 1300C, 1300CX, 1500C A2 $0.26 Model Code Rate each B3 $1.16
with loader or dozer A $25.35 (2) TRAFFIC CONES [ 2TC ] auger, w/ or w/o loader or dozer B $25.79 Lost or destroyed are no longer paid on invoice. backhoe, w/ or w/o loader or dozer C $27.42 Model Code Rate OVER 37.3 kW (50 HP) [ >50 ] 450 mm (18") high, per 100 A100 $9.26 700 mm (28") high, per 100Including, but not limited to the following: B100 $16.07 Bobcat-- 853, 863, 873, 943, 953, 980 700 mm (28") high w/ refl sleeve, per 100 D100 $24.90 Case-- 1845C 1,050 mm (42") high w/ refl sleeve, per 100 E100 $41.41Deere-- 5300, 5400, 6200, 6300, 6400, 8875 Ford-- L783, L785, 250C, 260C (3) PORTABLE DELINEATOR [ 3DEL ] Gehl-- SL5625, SL6625, SL6635
Hydra-Mac-- 1850, 2650, 2650D Lost or destroyed are no longer paid on invoice.

JCB-- 185Robot Model Code Rate
Massey-Ferguson-- MF40E, MF50EX per 100 100 $26.36
Mustang-- 960, 2060
New Holland-- 4630, 5030, 5640, 6640, 7740, 7840, 8240, 8340, (4) ILLUMINATED SIGNS [ 4SIG ] L865, LX865, LX885, 345D, 545D
Ramrod-- 1750, 1950 Model Code Rate
Thomas-- T-173HL, T-173HLS, T173HLS II, T-203HD, T- incl 900 mm x900 mm (3'x3') sign & 12V $6.45 233HD batteries
Trak-- 1700HD, 1700C, 1700CX, 1700XHP
Model Code Rate (5) FLASHING BEACON [ 5BEA ]
with loader or dozer A $34.04 Model Code Rate
auger, w/ or w/o loader or dozer B $34.61 portable 12 volt 12V $6.58 backhoe, w/ or w/o loader or dozer C $36.30 (6) FLAG/SIGN STAND [ 6FSS ] TRAFFIC CONTROL & SAFETY DEVICES [ TRAFA ] Model Code Rate (HOURLY RATES) incl sign, stand & 3 flags EACH $2.97
DELAY FACTOR = 0.36 OVERTIME FACTOR = 0.70 (7) DELINEATOR DRUM [ 7DDR ] CHANGEABLE MESSAGE SIGN [ CMSN ] Model Code Rate
Model Code Rate Del. drum w/ base per 100 100 $65.69
Generator GEN1 $14.29
Generator w/ cell remote GEN2 $15.63
Solar SOL1 $10.40
Solar w/ cell remote SOL2 $11.75
32 TRAILERS, EQUIPMENT, LOW BED [ TRAIL ] TRENCHING MACHINES [ TRENC ] DELAY FACTOR = 0.43 OVERTIME FACTOR = 0.65 DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 Includes all attachments and accessories related to hauling. The rates cover Includes all attachments and accessories. When used, tungsten carbide tips drop deck type with and without folding/removable gooseneck or oscillating shall be replaced by separate invoice. trunion. Pilot vehicles are extra. Listed in accordance with number of axles and tires per axle. Includes jeeps, booster axles, and dollies. All loads shall be BOBCAT [ BCAT ] hauled legally or within Caltrans Permit Policy.

Model Code Rate
LOW BED A [ LB-A ] T 116 2000 $12.07
2 axle T 135 2010 $27.89
Model Code Rate T 136 2020 $28.21
4 Tires per axle 100 $15.29 T 208 2030 $6.26
8 Tires per axle 200 $19.28 3022 2040 $28.66
LOW BED B [ LB-B ] CASE [ CASE ]
3 axle Model Code RateModel Code Rate TL 70 9051 $5.084 Tires per axle 300 $20.53 TL 100 9053 $7.328 Tires per axle 400 $23.80 TL 120 9055 $8.83 LOW BED C [ LB-C ] TL 200 9070 $9.00
4 axle 16+4 9120 $13.09
Model Code Rate 25+4 9170 $18.13
4 Tires per axle 500 $32.93 25 + 4 XP 9171 $22.98
8 Tires per axle 600 $40.86 30+4 standard 9224 $25.66 LOW BED D [ LB-D ] DH 4 9255 $34.43
DH 4B6 axle 9256 $37.79
Model Code Rate DH 5 9257 $33.27
8 Tires per axle 700 $65.46 DH 5 QUAD 9259 $34.24
DH 7 9261 $39.34
TRAILERS, EQUIPMENT, TILT BED [ TRAIT ] 360 9263 $27.73 ROAD RUNNER 380 9277 $37.44
DELAY FACTOR = 0.43 OVERTIME FACTOR = 0.65 TF 300 9374 $17.37 Includes all attachments and accessories related to hauling. Pilot vehicles are extra. Listed in accordance with the Mfr's rated capacity in tonnes(tons). TF 700 9398 $23.21 TF 800 9405 $30.17
TILT BED 1 AXLE [ TB-1 ] TF 1000 9460 $35.34
OVER TO Code Rate 760 9465 $36.64
0 1.8 (2) 00-02 $0.81
DITCH WITCH [ D-W ]1.8 (2) 3.6 (4) 02-04 $0.87
Model Code Rate
TILT BED 2 AXLES [ TB-2 ] R 30 5390 $23.43
OVER TO Code Rate R 36D 5400 $28.93

3.6 (4) 5.4 (6) 04-06 $1.44 R 40 5432 $30.45

7.3 (8) 9.1 (10) 08-10 $4.48 R 65 5556 $31.23

9.1 (10) 10.9 (12) 10-12 $5.16 R 100 5565 $76.60

10.9 (12) 12.7 (14) 12-14 $5.81 V 30 5618 $22.28

12.7 (14) 14.5 (16) 14-16 $6.45 1410 5620 $9.15

14.5 (16) 16.3 (18) 16-18 $6.24 1420 5625 $9.81

16.3 (18) 18.1 (20) 18-20 $6.02 1500 5630 $6.79

18.1 (20) 20.0 (22) 20-22 $6.90 1620 5635 $12.79

20.0 (22) 22.7 (25) 22-25 $6.71 1810 5640 $13.15
2020 5645 $16.56
33 2200 5650 $15.62 TRUCK, TRUCK TRAILERS, EXCL. [ TRUCK ]2300 5660 $23.55 DUMP TRUCKS & EQPT TRAIL 2310 5662 $24.75
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.883210 5670 $26.90 Includes all attachments and accessories related to hauling, with and without 3210 Combo 5675 $27.76 trailers as needed. Includes water trucks, freight trucks and passenger vehicles, including 4wd option. Listed by Mfr's Gross Vehicle Weight in 3500 5676 $31.72 Kilograms(pounds). For tractor-trailer units, the gross vehicle weight of the 4010 5677 $40.51 cargo carrying unit or units will control. In the case of water trucks, the tank capacity expressed in kilograms (pounds) of water plus 20%, will determine 4010 Combo 5678 $31.60 the gross vehicle weight. For attachment allowance, see attachment class. 5010 5679 $31.56
TRUCKS [ T&TT ]6510 5680 $37.73
OVER TO Code Rate6510 Combo 5685 $40.77
CARS , LIGHT TRUCKS 00-06 $25.14
MIDMARK [ MDMK ] 3175 (7000) 5443 (12000) No small 06-12 $28.46 Model Code Rate pickups
300 A 7945 $23.24 5443 (12000) 9072 (20000) 12-20 $36.92 321 7950 $24.49 9072 (20000) 12701(28000) 20-28 $39.12 400 A 7955 $29.74 12701 (28000) 16330 (36000) 28-36 $44.60 440 7960 $37.51 16330 (36000) 21773 (48000) 36-48 $59.78 21773 (48000) 27216 (60000) 48-60 $65.72VERMEER [ VERM ] 27216(60000) & Over 60 $73.97 Model Code Rate
CC-135 8350 $83.11 TRUCKS, OFF-HIGHWAY [ TRUOF ]
M 220 8380 $15.49
M 455 / M455A 8480 $36.82 DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.80 M 475 8570 $39.02 Includes all attachments and accessories. Includes end dump, belly dump and earthmover types. Listed in accordance with Mfr's rated capacity in tonnes M 475A 8571 $44.09 (tons). In the case of earthmover types, rated by Mfr's volumetric capacity, a factor of 1.4 tonnes per cubic meter (1-1/2 tons per cubic yard) of struck M 485 8580 $42.86 capacity shall be used.

M 495 8585 $69.11
TRUCK OFF-HIGHWAY [ TRU ]T 300B, T 300A 8718 $24.08 T 400C, T 400B, T 400A $52.85 OVER TO Code Rate8781
T 600D, C, B, A 9.1 (10) 13.6 (15)8842 $76.29 10-15 $45.39 T 650 16.3 (18) 20.0 (22)8843 $128.83 18-22 $81.39
T 800B, T 800A, T800 20.0 (22) 24.5 (27)8870 $122.38 22-27 $101.51 T 800C 24.5 (27) 29.0 (32)8871 $133.47 27-32 $116.15
T 850 29.0 (32) 36.3 (40)8875 $237.82 32-40 $157.46
V 430 36.3 (40) 49.9 (55) $232.718950 $27.52 40-55
V 430A 49.9 (55) 60.8 (67)8951 $30.95 55-67 $261.52
V 434 / M 434 9000 $26.53
V 440 9015 $29.54
V 450 9017 $35.03
V 454 9020 $30.30
V 1550 9025 $14.49
34 WELDING EQUIPMENT [ WELD ] TRUCKS, DUMP, ON-HIGHWAY [ TRUON ] DELAY FACTOR = 0.20 OVERTIME FACTOR = 0.83 DELAY FACTOR = 0.18 OVERTIME FACTOR = 0.83 Includes all end dump, side dump and belly dump types; including all ARC WELDING MACHINES [ AWM ] attachments and accessories.

Diesel, gas or electric powered. Includes helmets, holders, cable TRUCK ON-HIGHWAY [ TRUN ]and all attachments and accessories. Rate capacity in amps.

OVER TO Code Rate Model Code Rate
0 250 0-250 $5.14 2 axles 2AXL $50.64
250 500 250-500 $9.86 3 axles 3AXL $66.97
over 500 500 $10.41 4 axles 4AXL $75.98
5 axles 5AXL $84.36GAS WELDING OUTFIT [ GWO ]
Includes regulator, 7.6 meters (25 feet) of hose, torch, goggles, lighter and attachments and accessories. Gas and rod shall be paid separately.

Model Code Rate
ALL ALL $0.29
35 1390 Norman Avenue
Santa Clara, CA 95054
Fax: 408/970-9975
Lic. No. 245215

ANDERSON PACIFIC
Engineering Construction, Inc.

January 18, 2022
City of Salinas
Department of Water, Waste and Energy
Attention: Brian Frus, Senior Engineer
Re: Lake Street Emergency Sewer Repair- Asphalt Concrete Restoration Mr. Frus:

Please find below the cost proposal and attached limits for asphalt concrete restoration for the Lake Street Emergency Sewer Repair.

Please note this proposal is based off drawings provided by Wallace Group, site reconnaissance a nd in- field/ Zoom meeting design discussions with the City and the Design Engineer. The following line items break down the effort to restore the street:

Existing PCC Demo and Removal: $38,228.79
Existing AC Demo and Removal: $50,073.00
Aggregate Base Installation (8”): $51,895.90
HMA Restoration (4.5”): $101,575.37
Fixture Adjustment to Finish Grade: $13,337.94
TOTAL: $255,111.00
If you have any questions, please contact me at (408)-316-7986.

Sincerely,
Michael P. Gossett
Michael Gossett
Project Manager

Salinas City CouncilNovember 15, 2022

Salinas City Council
November 15, 2022