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HomeMy WebLinkAboutC-2825(C) - MacArthur Boulevard Widening, Pacific Coast Highway to Ford Road, Segment ICITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 December 15,1997 Griffith Company 2020 Yale Street Santa Ana, CA 92704 (714) 644 -3005 Subject: Contract No. 2850 - MacArthur Boulevard Widening - Segment I On October 27, 1997, the City Council of Newport Beach accepted the work of the subject project and authorized the City Clerk to file a Notice of Completion and to release the bonds 35 days after the Notice of Completion has been recorded in accordance with applicable portions of the Civil Code. The Notice of Completion was recorded by the Orange County Recorder on November 10, 1997, Reference No. 19970570726. The Surety for the contract is Reliance Insurance Company, and the bond number is B263 20 45. Sincerely, LaVonne M. Harkless, CMC /AAE City Clerk LH:lvi cc: Public Works Department 3300 Newport Boulevard, Newport Beach RECORDING REQUESTE�BY AND WHEN RECORDED RETURN TO: City Clerk City of Newwppttort Beach 3300 Newport rt Beach, CA 92663 Newport BB Recorded in the t unty of Orange, California Gary L. Granville, Clerk /Recorder 11111111111111111111111 No Fee 19970570726 09:22am 11/10/97 005 14012214 14 23 N12 1 6.00 0.00 0.00 0.00 0.00 0.00 "Exempt from recording fees pursuant to Government Code Section 6103" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California, 92663, as Owner, and Griffith Company as Contractor, entered into a Contract on January 9, 1996 Said Contract set forth certain improvements, as follows: MacArthur Boulevard Widening - Segment I - Contract No. 2825 Work on said Contract was completed on September 26, 1997 and was found to be acceptable on October 27, 1997 by the City Council. Title to said property is vested in the Owner, and the Surety for said Contract is Reliance Insurance Public Works Director City of Newport peach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on C -'r'`. w..- -'/ =J .__ at Newport Beach, California.���f'� BY 7. V. > City Clerk F0 4tN: • • October 27, 1997 CITY COUNCIL AGENDA i ITEM NO. 4 TO: Mayor and Members of the City Council OCT 2 71997 FROM: Public Works Department 1 • E SUBJECT: COMPLETION AND ACCEPTANCE R BOULEVARD WIDENING - SEGMENT 1, CONTRACT NO. 2825 RECOMMENDATIONS 1. Accept the work. 2. Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the bonds 35 days after the Notice of Completion has been recorded in accordance with applicable sections of the Civil Code. 4. Assess Liquidated Damages in the amount of $25,000.00. DISCUSSION: Segment 1 of the MacArthur Boulevard Widening project extends from East Coast Highway to approximately 1000 feet northerly of San Joaquin Hills Road. The construction contract was awarded to the Griffith Company by the City Council on December 11, 1995. Construction operations began on April 17, 1996, and were satisfactorily completed on September 26, 1997. The Public Works Department recommends this formal acceptance of the completed improvements. A summary of the contract cost is as follows: Original Bid Amount $5,141,989.75 Actual amount of bid items constructed $5,105,291.33 Total amount of change orders 391,191.67 (1) Final contract cost $5,496,483.00 (2) (1) The Irvine Company reimbursed the City $44,798.42 of this amount (2) Adjustments to the final contract cost may be made after final inspection of the project. Any needed adjustments are anticipated to be minimal in cost. A total of 62 contract change orders were issued to complete the project. Many of the change orders were due to unforeseen conditions and covered both deletions and additions to the scope of work. Other change orders involved additional erosion control measures included with the landscaping installation. Several change orders related to work adjacent to the roadway deemed appropriate to facilitate the cooperation of community associations and individual property owners. The agreed upon transition improvements constructed between the new roadway and private property improved the • overall appearance of the completed project. The final overall construction cost was 6.9% more than the bid amount. A list of the change orders is attached. SUBJECT: COMPLETI ND ACCEPTANCE OF MACARTHUR BOU`ARD WIDENING - SEGMENT 1 CONTRACT 2825 October 27 1997 Page 2 0 The working days specified in the contract plus additional days authorized by change orders established September 16, 1997, as the completion date. The actual construction completion date was September 26, 1997, ten days later. The contract special provisions specified a liquidated damages amount of $2,500.00 for each calendar day after the contract completion date. Therefore, staff recommends assessment of liquidated damages for ten days at $2,500.00 per day, or $25,000.00. This assessment will off -set additional costs incurred by the City for construction management due to the additional time taken to complete the contract work. A combination of funding sources were used for the construction contract and contingency costs, including: Upon release of the final payment and retention, a balance of approximately $159,700 will remain in the CIOSA Loan portion of the project funding. MacArthur Boulevard was relinquished to the City by Caltrans on June 26, 1997. Since the roadway is no longer a State highway, responsibility for operating and maintaining the public street improvements passes to the various City departments upon acceptance by the City Council except for median and slope landscaping which will be maintained by the contractor until March 24, 1998. Respectfully s mitted, PU C WORKS DEPARTMENT Don Webb, Director 7jj Bye/ elci C cY1c�i � Gail Pickart Project Management Consultant Attachments: Change Orders • Map \ \dp\sys \groups\pubwo rks \98 -cou nc \oct- 27 \maca rth u. doc ACTUAL ADDITIONAL FUNDING AMOUNT WORK AND TOTAL SOURCE CONSTRUCTED CHANGE ORDERS EXPENDITURES Measure M MPAH administered by OCTA (50 %) 2,570,997.75 257,102.00 2,828,099.75 Frontage Improvements for The Irvine Company ( CIOSA) and OCTA (transit facility) 679,090.00 67,909.00 746,999.00 CIOSA Loan 1,599,664.58 40,627.67 1,640,292.25 Circulation and Transportation 137,358.00 13,735.00 151,093.00 Contributions 118.181.00 11.818.00 129.999.00 TOTAL 5,105,291.33 391,191.67 5,496,483.00 Upon release of the final payment and retention, a balance of approximately $159,700 will remain in the CIOSA Loan portion of the project funding. MacArthur Boulevard was relinquished to the City by Caltrans on June 26, 1997. Since the roadway is no longer a State highway, responsibility for operating and maintaining the public street improvements passes to the various City departments upon acceptance by the City Council except for median and slope landscaping which will be maintained by the contractor until March 24, 1998. Respectfully s mitted, PU C WORKS DEPARTMENT Don Webb, Director 7jj Bye/ elci C cY1c�i � Gail Pickart Project Management Consultant Attachments: Change Orders • Map \ \dp\sys \groups\pubwo rks \98 -cou nc \oct- 27 \maca rth u. doc 0 L_J • W cul ccT cz Cc Z—E c� W C 0 3 L m U� I R V S` Amkh AIL m m d a N O N Nn O j e e e e o e e e e o e e e e a p Z O N N K? (U r O N 'd' O O O f c} (V N N cn cp N ni O Nn O l9 N <Y cp Nn to V( cq p ° U N N N N N N N CQ N r n n m n 0 0 0 �? O O d Q m rn m N 0 cp c\j m� U a; O 6) O In c0 , CZ c0 n t` r to O N N N N N to Z W U to d <9 (D .d. 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N Ld «i lii s } V' ? U N N N N N N N N N N N N to n !i$¢s:�i' n N N n t� N 0 0 lD N l9 N !: . N N N m n pl n n N O N 6n1 n N N N N u � ?!s: N N n m n OO l9 'd; N 111 11� (q to 7 O Q N 1 d' l9 .h) c) c N iN 0 Q o p tD n n m a N 0 0 0 W W O N m o o [z O ca O 10 t>, v N °o Id C) % �2 d d d O o a N N m Ip i , 16 t` O NO U O N to n N N m N w0 Ip N o p N m � Q O P O O O O O O v O 0 0 0 Q In tv, 0 0 0 0 m _ O 0 N `I: U N m —o mLEI o a t N ivW ` oi d n u N Lis 0 m N O Iq m � U = N t ip ♦ C S C p N OL !t R L� � R S N Y N m i O O z R d ; °i N _m N LL rs 4' 2' o i m a m N N K rs K> V H U a4Li Nt It p m S K N < < 9C oC < < oCSi t IQ pR �Wq � ��p N t9 l9 0 N N O p v F N K J Ci O W a g :3 tl 8Q @;[ a C 0 M R � O W a i 0 m �l SCALE 1" =1000' FASHION ISLAND SEGMENT 1 CONSTRUCTION SEGADW 2 CONSTRUCTION w, �O A a M a� r a TO: Mayor and Members of City Council FROM: Public Works Department l Cc January 8, 1996 CITY COUNCIL AGENDA ITEM NO. 18 SUBJECT: MACARTHUR BOULEVARD WIDENING - SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD RECOMMENDATIONS: 1. Accept and authorize the Mayor and the City Clerk to execute each of the following documents on behalf of the City: two Highway Easement Deeds, one Slope and Drainage Easement Deed, one Bike Trail and Pedestrian Easement Deed, and six Right -of -Entry Permits involving property affected by Segment 1 street construction. 2. Approve and authorize the Mayor and City Clerk to execute a Bike Trail and Pedestrian Quitclaim Deed. 3. Direct the City Clerk to have the five Deeds recorded with the Orange County Recorder. DISCUSSION: At the City Council meeting on December 11, 1995, the construction contract for Segment 1 of the MacArthur Boulevard Widening project was awarded to Griffith Company (Contract No. 2825 (C). The staff report recommending award explained that certain right -of -way conveyance documents necessary for the widening were still being processed and that such documents would be scheduled for City Council consideration as soon as possible. Each of the necessary documents has now been prepared and the signatures of the appropriate owners or their authorized representatives have been obtained. Staff recommends that the following listed deeds and permits be accepted and that the Mayor and City Clerk be authorized to execute each of the documents on behalf of the City of Newport Beach. 1. Highway Easement Deed conveying street right -of -way from The Irvine Company to the City at three locations: northwesterly corner of MacArthur and Pacific Coast Highway, northwesterly corner of MacArthur and San Miguel Drive, and westerly side of MacArthur northerly of San Joaquin Hills Road. 9 SUBJECT: MACARTHUR BOULEVARD WIDENING - SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD January 8, 1996 Page 2 2. Highway Easement Deed conveying street right -of -way from Irvine Apartment Communities to the City at two locations: northeasterly corner of MacArthur and San Joaquin Hills Road, and easterly side of MacArthur northerly of San Joaquin Hills Road. 3. Slope and Drainage Easement Deed from The Irvine Company to the City at three locations along the westerly side of MacArthur: from the Central Library to San Miguel Drive, from San Miguel Drive to the OCTA Transit Facility and from San Joaquin Hills Road northerly approximately 2000 feet. 4. A replacement 14 foot wide Bike Trail and Pedestrian Easement from Irvine Apartment Communities to the City extending between MacArthur Boulevard and Big Canyon Nature Park, a distance of approximately 75 feet. 5. Permits for Right -of -Entry and Construction at six locations from the following property owners: A. The Irvine Company along the westerly side of MacArthur Boulevard for the majority of the Segment 1 length. It includes the landscaped entry- ways at PCH, San Miguel Drive, and San Joaquin Hills Road. B. Irvine Apartment Communities along the Baywood Apartments frontage from San Joaquin Hills Road northerly. C. Rogers Gardens along the easterly side of MacArthur Boulevard from San Joaquin Hills Road southerly. D. Harbor Point Community Association along the easterly side of MacArthur Boulevard from San Miguel Drive northerly and southerly. E. Harbor View Hills Community Association at the intersection with Harbor View Drive. F. Pointe del Mar Homeowners Association along the easterly side of MacArthur Boulevard from Pacific Coast Highway northerly. Also recommended for approval is the quitclaim deed that transfers City rights for a bike trail and pedestrian easement back to the property owner in exchange for a replacement easement in another location. This Quitclaim Deed is from the City to Irvine Apartment Communities for a 195 foot long segment of an existing 14 foot wide Bike Trail and Pedestrian Easement extending through the Baywood Apartments from MacArthur Boulevard to Big Canyon Nature Park. The attached exhibit shows the locations of the property interests being transferred as described in the above listing. The listed documents are available in the Public Works Department for review. Because of the bulk, copies are not attached to this report. 0 0 SUBJECT: MACARTHUR BOULEVARD WIDENING - SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD January 8, 1996 Page 3 The majority of the additional street right -of -way needed for Segment 1 of the MacArthur Boulevard Widening project has been dedicated in previous years by final maps filed as a condition of subdividing adjoining land. The Highway Easement Deeds from The Irvine Company (TIC) and Irvine Apartment Communities (IAC) provide the remainder of the additional right -of -way necessary to accommodate the Segment 1 roadway improvements. Because MacArthur Boulevard is a State highway (SR 73), Caltrans requires slope easements over areas outside the street right -of -way which are necessary for construction and maintenance of the roadway improvements. The Slope and Drainage Easement Deed from TIC covers the slope areas being created along the westerly side of MacArthur Boulevard and will satisfy the certification requirements of Caltrans. The Deed includes provisions for modification or elimination of the slope easement areas so as to allow and accommodate future development of the adjoining property burdened with the easement. The Bike Trail and Pedestrian Deeds pertain to the Baywood Apartments property now owned by IAC. Public access from MacArthur Boulevard to the Big Canyon Nature Park is currently provided through an emergency access opening which is being closed with a large roiling gate as part of the sound attenuation wail construction contract with All Pro Masonry. The conflict between the public access for bicycles and pedestrians and the need for sound attenuation was identified during project design. The conflict is being resolved by constructing a new, shorter bike and pedestrian access connection located northerly of the apartment units and beyond the end of the sound attenuation wall. Dedication of a replacement easement at this new access location renders a portion of the existing easement unnecessary and a corresponding quitclaim deed from the City will remove that burden from title to the property. Each of the deeds described above involves a permanent interest in real property; therefore, the instruments conveying such interest are to be filed with the Orange County Recorder after all signatures are complete. The right -of -entry permits which have been obtained are intended to be effective only during the period of construction. They are provided to allow more working space for the contractor and to facilitate better transitions between the new public street improvements and existing private improvements. The transition work primarily involves grading and landscaping removals and replacements. The cost of the transition work is part of the construction contract for the street improvements and will be paid by the City and not the owner of the private property on which the work is accomplished. 0 SUBJECT: MACARTHUR BOULEVARD WIDENING - SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD January 8, 1996 Page 4 Finalizing the documents described in this report will lead to right -of -way certification by Caltrans staff and issuance of encroachment permits for the Segment 1 Widening. Actual construction work is expected to begin at the end of January or the beginning of February 1996. Respectfully submitted, PUBLIC WORKS DEPARTMENT Don Webb, Director By/ 40.: Gail Pickart Project Consultant Attachment CONVEYANCES TO BE RECORD O1 PARCEL COVERED BY HIGHWAY EASEME ° ED FROM THE IRVINE COMPANY. Q PARCEL COVERED BY HIGHWAY EASEMENT DEED FROM IRVINE APARTMENT COMMUNITIES. O PARCEL COVERED BY SLOPE AND DRAINAGE EASEMENT DEED FROM THE IRVINE COMPANY. 40 REPLACEMENT BIKE TRAIL AND PEDESTRIAN EASEMENT FROM IRVINE APARTMENT COMMUNITIES. SO REPLACED SEGMENT OF EXISTING BIKE TRAIL AND PEDESTRIAN EASEMENT COVERED BY QUITCLAIM FROM THE CITY OF NEWPORT BEACH. FASHION ISLAND SCALE 1" =600' LO- DDG� \�fC' DD LENTRARY 00 v 9 D sr 4 O� Ic A / PERMITS TO ENTER CONSTRUCT (NOT TO BE RECORDED) 6A PERMISSION FROM TF�IRVINE COMPR4Y. 6B PERMISSION FROM IRVINE APARTMENT COMMUNITIES. 6C PERMISSION FROM ROGERS GARDEN. 6D PERMISSION FROM HARBOR POINTE HOMEOWNERS ASSOCIATION. 6E PERMISSION FROM HARBOR VIEW HILLS HOMEOWNERS ASSOCIATION. 6F PERMISSION FROM POINTE BEL MAR ASSOCIATION. S� 109 �f\ s .OGERS GARDENS 76 t Rpm v ti Oe >� D MACARTHUR BOULEVARD WIDENING PROJECT SEGMENT BAYIFOOD APARIMMS I 0 0 CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 9265&8915 TO: PURCHASING /ADMINISTRATIVE SERVICES DEPARTMENT FROM: CITY CLERK DATE: January 15, 1996 SUBJECT: Contract No. C- 2825(C) Description of Contract MacArthur Boulevard Widening - Segment 1 Effective date of Contract January 9 1996 Authorized by Minute Action, approved on December 11. 1995 Contract with Griffith Company Address 2020 Yale Street Santa Ana CA 92704 Amount of Contract (See Agreement) Wanda E. Raggio City Clerk WER:pm Attachment 3300 Nev port Boulevard, Newport Beach i 0 Page 19 CONTRACT THIS AGREEMENT, entered into this gg day of 19� by and between the CITY OF NEWPORT BEACH, hereinafter and Griffith Company , hereinafter "Contractor," is made with reference to the following facts: (a) City has heretofore advertised for bids for the following described public work: MacArthur Boulevard Widening; Pacific Coast Highway to 0.4 Miles N/0 San Joaquin Hills Road C -2825 (C) Title of Project Contract No. (b) Contractor has determined by City to be the lowest responsible bidder on said public work, and Contractor's bid, and the compensation set forth in this contract, is based upon a careful examination of all plans and specifications by Contractor, NOW, THEREFORE, the parties hereto agree as follows: 1. Contractor shall furnish all materials and perform all of the work for the construction of the following described public work: MacArthur Boulevard Widening; Pacific Coast Highway to 0.4 Miles N/0 San Joaquin Hills Road C -2825 (C) Title of Project Contract No. which project is more fully described in the contract documents. Contractor shall perform and complete this work in a good and workmanlike manner, and in accordance with all of the contract documents. 2. As full compensation for the performance and completion of this work as prescribed dbolfle, City 9haY1 aW tp ConhractLr Five tentsf Fiva Millinn One Hundre, y -One Thousand Nine HHUndred Ei ht N�'n Dollars y- ($_) This compensation includes (1) any loss or damage arising from the na n of the , work; (2) any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the work; (3) any expense incurred as a result of any suspension or discontinuance of the work; but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, and which loss or expense occurs prior to acceptance of the work by City. 3. All of the respective rights and obligations of City and Contractor are set forth in the contract documents. The contract documents are incorporated herein by reference as though set out in full and include the following: (a) Notice Inviting Bids (b) Instructions to Bidders and (c) Payment Bond (d) Faithful Performance Bond (e) Certificate of Insurance and documents referenced therein Endorsement(s) Page 20 (f) Plans and Special Provisions for MarArthiir Rniilavard Wirlanina- Pacific Coast Highway to 0.4 Miles N/0 San Joaquin Hills Road C -2825 (C) Title of Project (g) This Contract. Contract No. 4. Contractor shall assume the defense of, and indemnify and hold harmless, City and its officers, employees and representatives from all claims, loss or damage, except such loss or damage proximately caused by the sole negligence of City or its officers, employees and representatives. IN WITNESS WHEREOF, the executed the day and year 7 GITY .p C ATTEST: ies hereto have caused this contract to be written. CITY OF NEWPORT BEACH By ayor Pro TOM 4�"- re City Clerk APPROVED AS 0 FORM: Ci Attorney 1 CITY GRIFFITH COMPANY Name of Con ctor (Principal) THOMAg L. FOSS, VICE PRES. DIST. MGR. Authorized Signature and Title SUSAN L. SCHILDTS, ASSISTANT SECRETARY Authorized Signature and Title • • • A nCr, 1 1995 December 11, 1995 CITY COUNCIL AGENDA ITEM NO. 10 TO: MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: PUBLIC WORKS DEPARTMENT SUBJECT: MACARTHUR BOULEVARD WIDENING -SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD, CONTRACT NO. 2825(C) RECOMMENDATION: Accept the bids received and award Contract No. 2825(C) to the low bidder, Griffith Company, for the contract price of $5,141,989.75, and authorize a 10% contingency amount of $514,200.00. DISCUSSION: At 2:00 p.m. on November 7, 1995, the City Clerk publicly opened and read aloud the following bids for the subject project: RANKING BIDDER TOTAL PRICE BID Low Griffith Company $5,141,989.75 2 Sully - Miller Contracting 5,934,323.20 3 Fleming Engineering 5,980,688.75* 4 Hillcrest Contracting 6,307,768.10 5 Excel Paving Company 6,942,979.50 6 AFR Construction 7,246,237.50 *Corrected bid price.is $5,948,288.75 All six bids were less than the Engineer's estimate of $7,475,715.50 and the low bid was 31 % less than the Engineer's estimate. A review of the bid summary indicates that lower unit prices bid for grading (excavation and filling) and pavement materials (aggregate base and asphalt concrete) account for much of the difference between the Engineer's estimate and total bid prices. Griffith Company is a well - qualified contractor with many years of experience performing street construction similar in scope and magnitude to Segment 1 of MacArthur Boulevard. The firm has completed a number of previous projects for the City; most recently the intersection improvements at Westcliff and Irvine Avenue and, several years ago, the widening of Pacific Coast Highway between Jamboree Road and Bayside Drive. Their bid documents have been checked and are in proper order. Staff, therefore, recommends award of Contract No. 2825 -C to Griffith Company. 0 0 SUBJECT: MACARTHUR BOULEVARD WIDENING - SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD, CONTRACT NO. 2825(C) December 11, 1995 Page 2 Award of the construction contract for Segment 1 is another step along a lengthy process to widen MacArthur Boulevard from Pacific Coast Highway to Ford Road. City involvement in accomplishing improvements to this portion of a State highway (Route 73) was initiated several years ago in recognition that the street will be deleted as a State route and relinquished to the City when the San Joaquin Transportation Corridor tollway opens in early 1997 as the new designated SR 73. The more significant actions which the City Council has already taken or approved include the following: 1. Certification of Environmental Impact Report No. 150 on April 13, 1992. 2. Cooperative Agreement No. 12 -133 dated June 14, 1993, with Caltrans for oversight of final design for the entire project. 3. Engineering Services Agreement dated November 1, 1993, with Robert Bein, William Frost & Associates (RBF) for final design for the entire project. 4. Cooperative Agreement dated March 30, 1995, with Southern California Edison for overhead electrical power line relocations along the westerly side of MacArthur Boulevard between San Joaquin Hills Road and Ford Road. 5. Cooperative Agreement No. 12 -237 dated May 8, 1995, with Caltrans for Segment 1 construction oversight. 6. Construction contract awarded on August 14, 1995, to All Pro Masonry for Segment 1 Sound Walls, a noise mitigation measure identified in the EIR. 7. Consultant Agreement with Deist - Binsfield, Inc. approved November 27, 1995, for Segment 1 construction management. Permits and clearances have been obtained for the project from the U.S. Army Corps of Engineers, California. State Department of Fish and Game, and the State Regional Water Quality Control Board. Mitigation for the approximately one acre of riparian habitat that the widening will eliminate will be accomplished off -site in a "mitigation bank" being developed by The Irvine Company. A formal agreement will be forthcoming establishing those arrangements and identifying the price ($50,000 - $75,000) to be paid to The!Irvine Company for that use.. Also still being processed are easement and right -of -entry documents related to Segment 1 of the widening project. These documents are expected to be available for City Council consideration in January 1996 in advance of the actual start of construction work. Staff is recommending award of the construction contract at this time in order to ensure commitment from the Orange County Transportation Authority (OCTA) for the Measure M funds budgeted for the project. Approval for approximately $2.4 million of Measure "M" funds has been extended until December 31, 1995. The Segment 1 construction work consists primarily of widening and reconstructing MacArthur Boulevard from Pacific Coast Highway through the intersection with San Joaquin Hills Road and then transitioning to join the existing roadway. The overall width is designed to accommodate three through lanes of traffic in each direction with • 0 0 SUBJECT: MACARTHUR BOULEVARD WIDENING - SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD, CONTRACT NO. 2825(C) December 11, 1995 Page 3 • additional lanes at intersections for left and right turning movements. Between Harbor View Drive and a prolongation of Crown Drive, only two lanes are being provided now and the additional width for a third lane in each direction is included in a wide, curbed median which will be landscaped until such time that the conditions set forth in the Circulation Element of the General Plan are met and the need for the additional through lanes is justified. Segment 1 also includes widening along the northerly side of Coast Highway between MacArthur Boulevard and Avocado Avenue to create an additional merging and right turn lane. Between Harbor View Drive and San Miguel Drive, the new roadway will be shifted westerly as much as 40 feet and will be lowered by as much as 13 feet which is expected to be beneficial to the homes in Harbor View Hills fronting on Sea Lane. Most of the existing paved roadway will be replaced due to realignment and the deteriorated condition of the existing pavement. Curb and gutter will be constructed along each side of the new roadway and curb will be constructed to define all raised medians and traffic islands. A 12 -foot wide sidewalk and street lighting will be •constructed along each side of the new roadway. Pavement delineation will include an 8 -foot wide bike lane on each roadway shoulder. Storm drainage facilities compatible with the new roadway improvements will be installed and minor water system improvements are proposed. The traffic signals at MacArthur and San Miguel and at MacArthur and San Joaquin Hills Road will be replaced entirely while the traffic signals at the intersection of Pacific Coast Highway with MacArthur and Avocado will be modified. Existing left -turn movements at the unsignalized intersection of MacArthur and Harbor View Drive will continue to be allowed. Median landscaping will consist of both hardscape and plantings. The hardscape will consist of patterned, colored concrete similar to other arterial highway medians in the City and landscaping will consist of ground cover, small shrubs, and larger shrubs that may grow to 15 -feet in height. Caltrans prohibits median plant materials having a diameter greater than 3-4 inches; therefore, no trees are proposed to be planted as long as Caltrans has jurisdiction over the roadway. The widened parkway along the easterly side of MacArthur northerly of Harbor View Drive created by the westerly shift in the roadway alignment will be fully landscaped with ground cover and shrubs. • Segment 1 construction work is expected to take fourteen months. The work will be accomplished in four distinct stages as follows: Stage 1 - construction along westerly side to divert southbound traffic. Stage 2 - construction in the middle to divert northbound traffic. Stage 3 - construction along easterly side to redirect northbound traffic. 0 0 SUBJECT: MACARTHUR BOULEVARD WIDENING - SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD, CONTRACT NO. 2825(C) December 11, 1995 Page 4 Stage 4 - complete construction in the median area. The total estimated cost for Segment 1 improvements is $8,000,000. The majority of this total covers Segment 1 street and sound wall improvements ($6 million). Design ($1 million), construction management and inspection ($626,000), power line relocations ($300,000), and off -site riparian mitigation ($75,000) accounts for the balance. Funding for $7 million of Segment 1 construction is provided in the current fiscal year (FY 1995 -96) budget and includes approximately $3.5 million of Measure "M" money administered by the Orange County Transportation Authority (OCTA) under the Master Planned Arterial Highways (MPAH) program. The $3.5 million represents approximately 50% of the total funds approved by OCTA for the project. The remainder of the funds are available in gas tax, contributions, and circulation and transportation accounts. Funding will be as follows: 7251- C5100066 $ 125,000.00 Contribution from OCTA transit facility for frontage improvements 7252- C5100066 $ 807,000.00 CIOSA frontage improvements 7261- C5100066 $ 370,450.00 Circulation and Transportation 7262- C5100066 $ 2,200,000.00 CIOSA Loan 7284- C5100066 $ 3.497.550.00 Measure "M" OCTA MPAH $ 7,000.000.00 including $1,000,000.00 requested through MRAP (Circulation andTransportation funds will make up any differences) Attached is a sketch showing the limits of the Phase I project. Respectfully Submitted, n 6bb Public Works Director B4Gil �c,c.# ick ax Project Management Consultant is • • 0 9i SCALE 1" =1000' FASHION ISLAND SEGMENT 1 CONSTRUCTION x4x� 6 SEGMENT 2 CONSTRUCTION W, may/ M 0 w .L n • • • THE CITY CO','.. I OF NEWPOHT =-+ September 11, 1995 CITY COUNCIL AGENDA ITEM NO. 13 TO: MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: PUBLIC WORKS DEPARTMENT SUBJECT: MACARTHUR BOULEVARD WIDENING -SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD - CONTRACT NO. 2825(C) RECOMMENDATIONS: 1. Approve the plans and specifications for construction of Segment 1 of the MacArthur Boulevard Widening project extending from Pacific Coast Highway to 1000 feet northerly of San Joaquin Hills Road. 2. Authorize the advertisement for construction bids for Contract No. 2825(C). DISCUSSION: The overall MacArthur Boulevard Widening project extends from Pacific Coast Highway to Ford Road and construction is to be accomplished in two parts: Segment 1 covers the part from Pacific Coast Highway to approximately 1000 feet northerly of San Joaquin Hills Road and Segment 2 covers the part from approximately 1,000 feet northerly of San Joaquin Hills Road to Ford Road. The objective is to complete construction of both Segments 1 and 2 by April - May of 1997 when the San Joaquin Transportation Corridor tollway opens to traffic and becomes State Route 73 (SR73). After that event, MacArthur Boulevard will no longer be designated as SR73 and Caltrans desires to relinquish the roadway right -of -way and improvements to the local governmental jurisdictions (the Cities of Newport Beach and Irvine). • A number of actions have already been taken to accomplish the overall project objective of widening and reconstructing MacArthur Boulevard before Caltrans relinquishes it to the City of Newport Beach. The more significant items which the City Council has acted upon or approved are as follows: 1. Environmental Impact Report No. 150 for the project was certified on April 13, 1992. 0 0 SUBJECT: MACARTHUR BOULEVARD WIDENING - SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD - CONTRACT NO. 2825(C) • September 11, 1995 Page 2 2. Cooperative Agreement No. 12 -133 dated June 14, 1993, with Caltrans for oversight of final design for the entire project. 3. Engineering Services Agreement dated November 1, 1993, with Robert Bein, William Frost & Associates (RBF) for final design of the entire project. 4. Cooperative Agreement dated March 30, 1995, with Southern California Edison Company for overhead electrical power line relocations along the westerly side of MacArthur Boulevard between San Joaquin Hills Road and Ford Road. 5. Cooperative Agreement No. 12 -237, dated May 8, 1995, with Caltrans for Segment 1 construction oversight. • 6. Construction contract awarded on August 14, 1995, to All Pro Masonry for Segment 1 Sound Walls. The Segment 1 construction work consists primarily of widening and reconstructing MacArthur Boulevard from Pacific Coast Highway through the intersection with San Joaquin Hills Road and then transitioning to join the existing roadway. The overall width is designed to accommodate three through lanes of traffic in each direction with additional lanes at intersections for left and right turning movements. Between Harbor View Drive and a prolongation of Crown Drive, only two lanes are being provided now and the additional width for a third lane in each direction is included in a wide, curbed median which will be landscaped until such time that the conditions set forth in the Circulation Element of the General Plan are met and the need for the additional through lanes is justified. Segment 1 also includes widening along the northerly side of Coast Highway between MacArthur Boulevard and Avocado Avenue to create an additional merging and right turn lane. Between Harbor View Drive and San Miguel Drive, the new roadway will be shifted westerly as much as 40 feet and will be lowered by as much as 13 feet which is expected to be beneficial to the homes in • Harbor View Hills fronting on Sea Lane. Most of the existing paved roadway will be replaced due to realignment and the deteriorated condition of the existing pavement. Curb and gutter will be constructed along each side of the new roadway and curb will be constructed to define all raised medians and traffic islands. A 12 -foot wide sidewalk and street lighting will be constructed along each side of the new roadway. Pavement delineation will include an 0 0 SUBJECT: MACARTHUR BOULEVARD WIDENING - SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD - • CONTRACT NO. 2825(C) September 11, 1995 Page 3 8 -foot wide bike lane on each roadway shoulder. Storm drainage facilities compatible with the new roadway improvements will be installed and minor water system improvements are proposed. The traffic signals at MacArthur and San Miguel and at MacArthur and San Joaquin Hills Road will be replaced entirely while the traffic signals at the intersection of Pacific Coast Highway with MacArthur and Avocado will be modified. Existing left -turn movements at the unsignalized intersection of MacArthur and Harbor View Drive will continue to be allowed. Median landscaping will consist of both hardscape and plantings. The hardscape will consist of patterned, colored concrete similar to other arterial highway medians in the City and landscaping will consist of ground cover, small shrubs, and larger shrubs that may grow to 15 -feet in height. Caltrans prohibits median plant materials having a diameter greater than 3-4 inches; therefore, no trees are proposed to be planted so long as Caltrans has jurisdiction over the roadway. The widened parkway along the easterly side of MacArthur northerly of Harbor View Drive created by the westerly shift in the roadway alignment will be fully landscaped with ground cover and shrubs. Segment 1 construction work is expected to take one year. The work will be accomplished in four distinct stages as follows: Stage 1 construction along westerly side to divert southbound traffic. Stage 2 - construction in the middle to divert northbound traffic. Stage 3 construction along easterly side to redirect northbound traffic. Stage 4 complete construction in the median area. The estimated construction cost for Segment 1 improvements is • $8,000,000. Funding for Segment 1 construction is provided in the current fiscal year (FY 1995 -96) budget and includes approximately $4.0 million of Measure "M" money administered by the Orange County Transportation Authority (OCTA) under the Master Planned Arterial Highways (MPAH) program. The $4.0 million represents a major portion of the total funds approved by OCTA for the project. The remainder of the funds 0 0 SUBJECT: MACARTHUR BOULEVARD WIDENING - SEGMENT 1 PACIFIC COAST HIGHWAY TO 1000 FEET NORTH OF SAN JOAQUIN HILLS ROAD - CONTRACT NO. 2825(C) • September 11, 1995 Page 4 are available in gas tax, contributions, and circulation and transportation accounts. Funding will be as follows: 7181- C5100066 $ 164,217.66 (Gas Tax) 7251- C5100066 165,000.00 (Contribution from OCTA for frontage improvements) 7252- C5100066 807,000.00 (Contribution by The Irvine Company per CIOSA) 7261- C5100066 2,866,232.34 (Circulation and Transportation) 7284- C5100066 3.997.550.00 (Measure "M" OCTA MPAH $ 8,000.000.00 including $1,500,000.00 requested through MRAP) (The CIOSA loan funds will make any differences) Respectfully Submitted, ZL Z�E Don Webb Public Works Director Gail Pickart Project Management Consultant GP:so Attachment • • Authorized to Publish Ad%vrilsements of all ki , cluding public notices by Decree of the Superior Court of Orange Count lifornia. Number A -6211, September 29, 1961, and A -211331 )%me 11, 1963. PROOF OF PUBLICATION STATE OF CALIFORNIA) ) ss. County of Orange ) I am a Citizen of the United States and a resident of the County aforesaid; I am over the age of -eighteen years, and not a party to or interested in the below entitled matter. I am a principal clerk of the NEWPORT BEACH -COSTA MESA DAILY PILOT, a newspaper of general circulation, printed and published in the City.of Costa Mesa, County of Orange, State of California, and that attached Notice is a true and complete copy as was printed and published on the following dates: October 7, 11, 1995 I declare, under penalty of perjury, that the foregoing is true and correct, Executed on October 11 ,199 5 at Costa Mesa, California. Signature Ll be bf bids "APWovetl . by the I Couxlt thlsI 11th day Septembar, 1995 Wanda F. Aayy Clty.Clork Perspective bidders r obtain one set of bid do manta at no cost at the rice of the Public We Departmem, 3300 New; Boulevard, P.O: Box 17 Newport Beach, CA 926 1766. For further Infonnatl Call Gail Pickers at 6 6779. Published Newpl Boach -Costa . Mom DI Pilot October 71 11, 1995 October 19, 1995 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 MacArthur Boulevard Widening Pacific Coast Highway to 0.4 Miles N/O San Joaquin Hills Road CONTRACT NO. C -2825 (C) 1. The bid opening for Contract No. C -2825 (C) is rescheduled from 2:00 p.m. on the 26th day of October, 1995, to 2:00 p.m. on the 7th day of November, 1995. 2. A second pre -bid meeting is scheduled for 10:00 a.m. on Friday, October 27, 1995, in the City of Newport Beach Council Chambers. Attendance at this second pre -bid meeting is OPTIONAL for all prospective bidders. 3. Please sign and date this ADDENDUM NO. 1 and attach it to your Bid Proposal. No bid will be considered unless this signed ADDENDUM NO. 1 is attached. c c�, Gail P. Pickart Project Management Consultant Bidders Name Authorized Signature i • • November 1, 1995 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO. 2 MacArthur Boulevard Widening Pacific Coast Highway to 0.4 Miles N/O San Joaquin Hills Road CONTRACT NO. C -2825 (C) 1. Substitute the enclosed PROPOSAL Pages P -5 and P -6. The quantity for Proposal Item No. 65 (42" RCP) has been decreased from 205 LF to 131 LF. The description of Proposal Item No. 66 has been changed from 72" RCP to 66" RCP and the quantity has been increased from 195 LF to 229 LF. Both of these changes are necessary to make the Proposal correspond to the plans. 2. The first paragraph of Section 3 -1.02 DBE INFORMATION on Page 3 -1 of the Special Provisions is amended to read: The apparent successful bidder (low bidder) shall submit DBE information supporting the bid to the City's Public Works Department within three working days after such supporting information is requested. 3. The amount of time in which to complete the contract work as set forth in Section 4- 3 on Page 4 -1 of the Special Provisions is amended to read 275 WORKING DAYS instead of 250 WORKING DAYS. 4. Add to Section 5 -1.09 PAYMENTS on Pages 5 -8 and 5 -9 of the Special Provisions: The minimum price bid for Proposal Item No. 93 (Plant Establishment: Medians, Parkways & Slopes) shall be $30,000. That amount shall be paid upon completion of plant establishment and shall be considered separate from acceptance of other contract items of work and other contractual payments and retentions. 5. Amend Section 5 -1.17 PROGRESS SCHEDULE on Page 5 -12 of the Special Provisions to require that the written progress schedule shall be based on the Critical Path Method (CPM) utilizing a computer program such as Primavera. 6. In the last paragraph of Section 10 -1.09 on Page 10 -11 of the Special Provisions, the number of WORKING DAYS is changed from 250 to 275. 0 0 SUBJECT: MacArthur Boulevard Widening Pacific Coast Highway PAGE 2 to 0.4 Miles N/O San Joaquin Hills Road C- 2825(C) ADDENDUM NO. 2 7. The following changes are made to Section 10 -1.12 MOBILIZATION AND FIELD OFFICE on Page 10 -14 of the Special Provisions: a. The contact person at The Irvine Company is Bob Ziebak at (714) 720- 2237 rather than Sandy Hughes. b. The Class "B" Field Office shall have a minimum width of eight feet and a minimum floor area of 320 square feet. It shall be equipped with air conditioning and heating adequate for the floor area and space provided. In addition, two desks shall be provided instead of just one and four chairs shall be provided instead of just two. 8. Add the following to Section 10 -2.04G PLANT ESTABLISHMENT WORK on Page 10 -70 of the Special Provisions: The plant establishment period for medians, parkways, and slopes is 180 days. The plant establishment period for the four landscaped entryway quadrants is 90 days (Proposal Item Nos. 94, 95, and 96) and the costs associated with the plant establishment period for those four quadrants shall be included in the lump sum price bid for each of the respective three items. Plant establishment periods may be commenced and completed in increments as approved by the Engineer. Such increments must cover a significant portion of the total area to be landscaped and must have logical, easily identified limits. 9. The following corrections or clarifications pertain to the plans: a. The detailed plans for the landscaped entryway quadrants as shown on Sheets HP -26 and HP -28 indicate that the Canary Island Date Palms are to be provided by The Irvine Company. The clarification is that the existing landscaped entryways contain Canary Island Date Palms which are owned by The Irvine Company. These existing trees are to be removed and replanted at the locations shown on the detail plans. The contractor is responsible for boxing, watering, fertilizing, and maintaining in a healthy state all of the Canary Island Date Palms to be removed. The excess of the number of palm trees removed and the number of palm trees to be replanted shall be delivered to a location designated by The Irvine Company within a distance of 10 miles from the removal location. The cost for salvaging, maintaining, and delivering the excess palm trees shall be included in the lump sum price bid for the respective quadrants. Any tree that is damaged or does not survive the relocation process shall be replaced with an equivalent tree (size, shape, and species) at the Contractor's expense. 0 SUBJECT: MacArthur Boulevard Widening Pacific Coast Highway PAGE 3 to 0.4 Miles N/O San Joaquin Hills Road C- 2825(C) ADDENDUM NO. 2 b. The irrigation system shown for construction on Sheet HP -36 is deleted. Also deleted is the controller wiring for Valves C -7 through C -9. 10. Section 2 -1.1 of the City of Newport Beach Standard Special Provisions is modified to provide that award of contract, if made, will be within eighty (80) calendar days after opening of the bids instead of forty -five (45) calendar days after the opening of the bids. 11. Please sign and date this ADDENDUM NO. 2 and attach it to your Bid Proposal. No bid will be considered unless this signed Addendum No. 2 is attached. /Zai Gail P. Pickart Project Management Consultant C n Bidders Name Authorized Signature • • ' REVISED 1111195 ITEM CALTRANS ITEM UNITS ESTIMATED ITEM PRICE TOTAL NO. CODED OF QUANTITY IIN FIGURES) (IN ITEM MEASURE FIGURES) NUMBER 50 707050A INLET TYPE OS PER EA 7 CALTRANS STD. D -72 W/LOCAL DEPRESSION 51 7070508 MODIFIED INLET TYPE EA 2 OL PER DETAIL ON THE PLANS (CASE 1) 52 707050C MODIFIED INLET TYPE EA 2 OL PER DETAIL ON THE PLANS (CASE 2) 53 707050D INLET TYPE OL PER EA 23 CALTRANS STD. D -72 W /LOCAL DEPRESSION 54 707050E GD -1 INLET PER DETAIL EA 1 ON THE PLANS 55 707051A DRAINAGE MANHOLE EA 4 NO. 2 PER CITY OF NPT BCH STD. 307 -L 56 70705OF INLET TYPE G1 PER EA 6 CALTRANS STD. D -73 57 707051B DRAINAGE MANHOLE EA 1 NO. 4 PER CITY OF NPT BCH STD. 308 -L 58 731502 BAFFLE WALL ENERGY EA 2 DISSIPATER PER DETAIL ON THE PLANS 59 727901A "V" DITCH LF 295 60 727901B "V" DITCH INLET LS LUMP TRANSITION PER SUM DETAIL ON THE PLANS 61 650014 18" RCP (D -LOAD PER LF 1,010 PROFILE) 62 650018 24" RCP (D -LOAD PER LF 4,120 PROFILE) 63 650022 30" RCP (D -LOAD PER LF 130 PROFILE) 64 650026 36" RCP (D -LOAD PER LF 110 PROFILE) 65 650030 42" RCP (D -LOAD PER LF 131 PROFILE) P -5 REVISED 1111/95 j ITEM CALTRANS ITEM UNITS ESTIMATED ITEM PRICE TOTAL NO. CODED OF QUANTITY (IN FIGURES) (IN ITEM MEASURE FIGURES) NUMBER 66 650050 66" RCP (D -LOAD PER LF 229 PROFILE) 67 665817 18' SLOTTED CSP(14 LF 970 GA) 68 709906A SLOTTED DRAIN LF 14 CLEANOUT PER DETAIL ON THE PLANS 69 665117 18" CSP (14 GA) LF 200 70 709906 RISER INLET PER EA 4 DETAIL ON THE PLANS 71 681990 FILTER FABRIC SY 70 72 720000 ROCK SLOPE CY 56 PROTECTION TRAFFIC IMPROVEMENTS 73 120090 CONSTRUCTION AREA LS LUMP SIGNS SUM 74 120100 TRAFFIC CONTROL LS LUMP SYSTEM SUM 75 128601 TEMPORARY TRAFFIC LS LUMP SIGNAL SYSTEMS SUM 76 129000 TEMPORARY RAILING LF 22,210 (TYPE K) 77 129100 TEMPORARY CRASH EA 168 CUSHION MODULE 78 000000 TRAFFIC SIGNING AND LS LUMP STRIPING SUM 79 860251 TRAFFIC SIGNAL AND LS LUMP LIGHTING (LOC 1) SUM 80 860252 TRAFFIC SIGNAL AND LS LUMP LIGHTING (LOC 2) SUM w NOTICE INVITING BIDS CITY CLERK'S COPY Sealed bids may be received at the office of the City Clerk, 3300 Newport Boulevard, P.O. Box 1768, Newport Beach, CA 92659 -1768 until 2:00 p.m. on the 26th day of October, 1995, at which time such bids shall be opened and read for MACARTHUR BOULEVARD WIDENING PACIFIC COAST HIGHWAY TO 0.4 MILES N(O SAN JOAQUIN HILLS ROAD Title of Project C -2825 ICI Contract No. h h: O Approved by the City Council this 11th day of September, 1995 Wanda E. RadW City Clerk Perspective bidders may obtain one set of bid documents at no cost at the office of the Public Works Department, 3300 Newport Boulevard, P.O. Box 1768, Newport Beach, CA 92659 -1768. For further information, call Gail Pickart.at 673 -6779. Project Manager 0 9 October 19, 1995 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 MacArthur Boulevard Widening Pacific Coast Highway to 0.4 Miles N/O San Joaquin Hills Road CONTRACT NO. C -2825 (C) 1. The bid opening for Contract No. C -2825 (C) is rescheduled from 2:00 p.m. on the 26th day of October, 1995, to 2:00 p.m. on the 7th day of November, 1995. 2. A second pre -bid meeting is scheduled for 10:00 a.m. on Friday, October 27, 1995, in the City of Newport Beach Council Chambers. Attendance at this second pre -bid meeting is OPTIONAL for all prospective bidders. 3. Please sign and date this ADDENDUM NO. 1 and attach it to your Bid Proposal. No bid will be considered unless this signed ADDENDUM NO. 1 is attached. o Gail P. Pickart Project Management Consultant Griffith Company Bidders Name S /Thomas L. Foss, Vice President and District Authorized Signature Manager 9 0 November 1, 1995 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO, 2 MacArthur Boulevard Widening Pacific Coast Highway to 0.4 Miles N/O San Joaquin Hills Road CONTRACT NO. C -2825 (C) 1. Substitute the enclosed PROPOSAL Pages P -5 and P -6. The quantity for Proposal Item No. 65 (42" RCP) has been decreased from 205 LF to 131 LF. The description of Proposal Item No. 66 has been changed from 72" RCP to 66" RCP and the quantity has been increased from 195 LF to 229 LF. Both of these changes are necessary to make the Proposal correspond to the plans. 2. The first paragraph of Section 3 -1.02 DBE INFORMATION on Page 3 -1 of the Special Provisions is amended to read: The apparent successful bidder (low bidder) shall submit DBE information supporting the bid to the City's Public Works Department within three working days after such supporting information is requested. 3. The amount of time in which to complete the contract work as set forth in Section 4- 3 on Page 4 -1 of the Special Provisions is amended to read 275 WORKING DAYS instead of 250 WORKING DAYS. 4. Add to Section 5 -1.09 PAYMENTS on Pages 5 -8 and 5 -9 of the Special Provisions: The minimum price bid for Proposal Item No. 93 (Plant Establishment: Medians, Parkways & Slopes) shall be $30,000. That amount shall be paid upon completion of plant establishment and shall be considered separate from acceptance of other contract items of work and other contractual payments and retentions. 5. Amend Section 5 -1.17 PROGRESS SCHEDULE on Page 5 -12 of the Special Provisions to require that the written progress schedule shall be based on the Critical Path Method (CPM) utilizing a computer program such as Primavera. 6. In the last paragraph of Section 10 -1.09 on Page 10 -11 of the Special Provisions, the number of WORKING DAYS is changed from 250 to 275. SUBJECT: MacArtosoulevard Widening Pacific Coast4hway PAGE 2 to 0.4 Miles N1O San Joaquin Hills Road C- 2825(C) ADDENDUM NO. 2 7. The following changes are made to Section 10 -1.12 MOBILIZATION AND FIELD OFFICE on Page 10 -14 of the Special Provisions: a. The contact person at The Irvine Company is Bob Ziebak at (714) 720- 2237 rather than Sandy Hughes. b. The Class "B" Field Office shall have a minimum width of eight feet'and a minimum floor area of 320 square feet. It shall be equipped with air conditioning and heating adequate for the floor area and space provided. In addition, two desks shall be provided instead of just one and four chairs shall be provided instead of just two. 8. Add the following to Section 10 -2.04G PLANT ESTABLISHMENT WORK on Page 10 -70 of the Special Provisions: The plant establishment period for medians, parkways, and slopes is 180 days. The plant establishment period for the four landscaped entryway quadrants is 90 days (Proposal Item Nos. 94, 95, and 96) and the costs associated with the plant establishment period for those four quadrants shall be included in the lump sum price bid for each of the respective three items. Plant establishment periods may be commenced and completed in increments as approved by the Engineer. Such increments must cover a significant portion of the total area to be landscaped and must have logical, easily identified limits. 9. The following corrections or clarifications pertain to the plans: a. The detailed plans for the landscaped entryway quadrants as shown on Sheets HP -26 and HP -28 indicate that the Canary Island Date Palms are to be provided by The Irvine Company. The clarification is that the existing landscaped entryways contain Canary Island Date Palms which are owned by The Irvine Company. These existing trees are to be removed and replanted at the locations shown on the detail plans. The contractor is responsible for boxing, watering, fertilizing, and maintaining in a healthy state all of the Canary Island Date Palms to be removed. The excess of the number of palm trees removed and the number of palm trees to be replanted shall be delivered to a location designated by The Irvine Company within a distance of 10 miles from the removal location. The cost for salvaging, maintaining, and delivering the excess palm trees shall be included in the lump sum price bid for the respective quadrants. Any tree that is damaged or does not survive the relocation process shall be replaced with an equivalent tree (size, shape, and species) at the Contractor's expense. SUBJECT: MacArtt&oulevard Widening Pacific Coast away PAGE 3 to 0.4 Miles N/O San Joaquin Hills Road C- 2825(C) ADDENDUM NO. 2 b. The irrigation system shown for construction on Sheet HP -36 is deleted. Also deleted is the controller wiring for Valves C -7 through C -9. 10. Section 2 -1.1 of the City of Newport Beach Standard Special Provisions is modified to provide that award of contract, if made, will be within eighty (80) calendar days after opening of the bids instead of forty-five (45) calendar days after the opening of the bids. 11. Please sign and date this ADDENDUM NO. 2 and attach it to your Bid Proposal. No bid will be considered unless this signed Addendum No. 2 is attached. 16-4 cc'j�'� Gail P. Pickart Project Management Consultant Griffith Company Bidders Name S /Thomas L. Foss, Vice President and Dislric- Manager Authorized Signature 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONSTRUCTION ON MACARTHUR BOULEVARD (SR73) PACIFIC COAST HIGHWAY (SR1) TO 0.4 MILES N/0 SAN JOAQUIN HILLS ROAD CITY CONTRACT C- 2825(C) SEPTEMBER 1995 PROPOSAL TO THE HONORABLE CITY COUNCIL City of Newport Beach 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92663 -3884 Gentlemen: The undersigned declares that he /she has carefully examined the location of the work, has read the Instructions to Bidders, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete City Contract No. C- 2825(C) in accordance with the Plans and Special Provisions, and will take full payment therefore the following unit price for the work, complete in place, to with: ITEM CALTRANS ITEM UNITS ESTIMATED ITEM PRICE TOTAL N0. CODED I OF QUANTITY (IN FIGURES) (IN ITEM MEASURE FIGURES) NUMBER MISCELLANEOUS 1 999991 MOBILIZATION & FIELD LS LUMP OFFICE SUM 10n,000.00 100,000. 2 070001 CONSTRUCTION LS LUMP STAKING SUM 50,000.00 50,000. EARTHWORK AND REMOVALS 3 203015 NPDES COMPLIANCE LS LUMP 1 1 SUM 25,000.00 25,000. P -1 11 k, 3 L ITEM CALTRANS ITEM UNITS ESTIMATED ITEM PRICE TOTAL NO. CODED OF QUANTITY (IN FIGURES) IIN ITEM MEASURE FIGURES) NUMBER 4 190140 TRENCH EXCAVATION LS LUMP SAFETY AND SUM 20,000.00 20,000.0 PROTECTION MEASURES 5 160101 CLEARING & GRUBBING LS LUMP SUM 50,000.00 50,000.0 6 190101 ROADWAY CY 120,000 EXCAVATION & AC (F) 2.10 52,000.0 PAVEMENT REMOVAL 7 190135 ROADWAY FILL CY 80,850 (F) 1.00 80,850.0 8 190139 UNSUITABLE CY 42,200 MATERIALS REMOVAL 3.60 51 ,920.0 9 153214 REMOVE FCC CURB LF 570 7.00 3,990.0 10 153215 REMOVE PCC CURB LF 6155 AND GUTTER 3.00 18,465.0 11 153210 REMOVE PCC CROSS SF 920 GUTTER 3,30 3,036.0 12 153211 REMOVE PCC SF 58,580 SIDEWALK AND ,80 46,864.0 DRIVEWAY STREET IMPROVEMENTS 13 260201 AGGREGATE BASE TONS 16,965 (CLASS 2) 6.50 110,272.5 14 290201 ASPHALT TREATED TONS 6,645 PERMEABLE BASE 31.00 205,995.0 15 250401 AGGREGATE SUBBASE TONS 31,220 (CLASS 4) 6.00 187,320.0 16 390103 ASPHALT CONCRETE TONS 32,160 29.00 32,640.0 17 377501 SLURRY SEAL SY 2,890 2.00 5,780.0 18 153112 PLANE AC PAVEMENT SY 2,340 4.75 11,115.0 P -2 0 • ITEM CALTRANS ITEM UNITS ESTIMATED ITEM PRICE TOTAL NO. CODED OF QUANTITY (IN FIGURES) (IN ITEM MEASURE FIGURES) NUMBER 19 731535 PORTLAND CEMENT SF 1,430 CONCRETE PAVEMENT 4.50 6,435.0 20 731519A 4'PATTERNED SF 26,725 COLORED CONCRETE 2.90 77,502.5 21 731519B So PATTERNED SF 1,475 COLORED CONCRETE 5.80 8,555.0 22 731521C 4- COLORED SF 2,050 CONCRETE 3.40 6,970.0 23 731521D 8" COLORED SF 7,525 CONCRETE 4.10 30,852.5 24 570201A P X 4" REDWOOD LF 1,050 HEADER 2.80 2,940.0 25 731504A TYPE A2 -8 CURB AND LF 12,930 GUTTER 7.50 96,975.0 26 7315048 MODIFIED TYPE A2 -8 LF 390 CURB AND GUTTER 9.00 3,510.0 27 731501 TYPE Al -8 CURB LF 8095 5.50 44,522.5 28 390113 ASPHALT CONCRETE LF 260 DIKE 4.00 1,040.0 29 7315048 TYPE A2 -6 CURB AND LF 755 GUTTER 9.00 6,795.0 30 731504C TYPE C CURB AND LF 815 GUTTER PER CITY OF 8,75 7,131.2 NPT BCH STD D-1 83-L 31 731504D ROLLED CURB PER LF 530 DETAILS ON THE PLANS 9,25 4,902.5 32 731521A 4" PCC SIDEWALK PER SF 132,660 CITY OF NPT BCH STD 2.00 65,320.0 180 -L 33 731521B 8" PCC SIDEWALK PER SF 5,270 CITY OF NPT BCH STD 5.00 26,350.0 180 -L 34 731523 CURB RAMP PER EA 16 DETAILS ON THE PLANS 500.00 8,000.0 a P -3 0 0 ITEM CALTRANS ITEM UNITS ESTIMATED ITEM PRICE TOTAL NO. CODED OF QUANTITY (IN FIGURES) (IN ITEM MEASURE FIGURES) NUMBER 35 721420 PARKWAY CULVERT EA 7 PER DETAILS ON THE 850.00 5,950.0 PLANS 36 152469 ADJUST TELEPHONE EA 1 VAULT TO GRADE 650.00 650.0 37 152471A ADJUST ELECTRICAL EA 3 METER BOX TO GRADE 500.00 1,500.0( 38 1524718 RESET ELECTRICAL EA 2 CABINET 500.00 1,000.0 39 152440 ADJUST MANHOLE TO EA 3 GRADE 350.00 1,050.0 40 152441 ADJUST VALVE COVER EA 1 TO GRADE 540.00 540.0 41 152403 ADJUST WATER METER EA 1 CABINET TO GRADE 275.00 275.0 42 152451A RELOCATE AIR RELEASE EA 2 AND VACUUM RELIEF 925.00 1,850.01 VALVE 43 152351 RELOCATE FIRE EA 1 HYDRANT 1,400.00 1,400.0 STORM DRAIN IMPROVEMENTS 44 155003 CAP INLET PER DETAIL EA 3 ON THE PLANS 650.00 1,950.0( 45 510501 CONCRETE COLLAR EA 11 100.00 1,100.0 46 719594 PIPE SLOPE ANCHOR EA 9 650.00 5,850.0 47 719401A JUNCTION STRUCTURE EA 20 NO. 1 PER CITY OF NPT 2,200.00 44,000.0 BCH STD. 310 -L 48 719401B CONNECTION EA 2 ASSEMBLY PER CITY OF 215.00 430.0 NPT BCH STD. 312 -L 49 719401C MODIFIED JUNCTION EA 1 STRUCTURE NO. 1 PER 1,300.00 1 ,300.0 DETAIL ON THE PLANS i P -4 REVISED 1111195 ) ) ,ITEM :CALTRANS' ITEM UNITS: . ESTIMATED ITEM PRICE TOTAL NO CODED OF OUANTITY (IN FIGURES) (IN REM _ ',,,NUMBER",. MEASURE FIGURES) 50 ` 70,7050A INLET TYPE OS PER - • ' EA 7': CALTRANS STD ,D -72 2,500.00 17 , 500. r +- VI/%LOCAL'DEPRESSION': 51 7070506 " 'MODIFIED INLETTYPE EA 2 OL PER DETAIL OWTHE' 4,600.00 9,200. t - 1. PLANS (CASE 11 52 707050Cc MODIFIED INLETJYPE .. EA 2 OL PER..,bETAIL,ON THE; 2,700.00 5,400. PLANS' (CASE 21 ` 53 70705013!, INLET TYPE OL PER EA 23 CALTRANS STD -D =72 3,600.00 82,800: W/LOCALDEPRESSION . 54 .'.707050E . GD- ),INLET PER DETAIL EA 1 ON THE PLANS : 2,800.00 2,800. 55,` : 707051,A;; ,DRAINAGE MANHOLE EA 4 N0.2 PER CITY OF NPT 3,000.00 12,000 - BCH STO. 307 -L 56 70705OF INLET TYPE G1 PER EA 6 CALTRANS STD. D-73 1,800.00 10,800., 57 7070518 DRAINAGE MANHOLE EA 1 NO. 4 PER CITY OF NPT 2,200.00. 2,200. BCH STD. 308 -L 58 731502 BAFFLE WALL ENERGY EA 2 DISSIPATER PER DETAIL 12,000.00 24,000. ON THE PLANS 59 727901A 'V' DITCH LF 295 13.00 3,835. 60. 727901B 'V' DITCH INLET LS LUMP TRANSITION PER SUM 2,000,00 2,000. DETAIL ON THE PLANS 61 650014 18' RCP (D -LOAD PER LF 1,010 PROFILE), 37.00 37,370. 62 650018 24' RCP (D -LOAD PER LF 4,120 PROFILE) 40.00 164,800. 63 650022' 30.' RCP (D -LOAD PER LF 130 PROFILE) 58.00 7,540.( 64 650026 36' RCP (D -LOAD PER LF 110 PROFILE) 60.00 6,600. 65 650030 42' RCP (D -LOAD PER LF 131 PROFILE) 78.00 10,218. MP ' P 5 .' .. ) ) REVISED 11/1/95 • ":„y Ab ITEM CALTRANS REM UNITS = ESTIMATED REM PRICE TOTAL NO. CODED OF QUANTITY. : . (IN FIGURES)'; (IN ITEM MEASURE FIGURES) NUMBER 66 650050 66° RCP (D -LOAD PER LF 229 PROFILE) 145.`06. `33,205. 67 665817 18' SLOTTED CSP(14 LF. 970 GA) 63 00 :: 61,110. 68 709906A SLOTTED DRAIN LF 14 CLEANOUT PER DETAIL 1 ,300 00 .; 185200. ON THE PLANS 69 665117 18' CSP (14 GA) LF 200 ';'56 .004_, 11;200: 70 709906 RISER INLET PER EA 4 DETAIL ON THE PLANS 3,400.'00' . ' 13,600. 71 681990 FILTER FABRIC SY 70 2.60 '. 182. 72 720000 ROCK SLOPE CY 56 PROTECTION 81.00 4,536. TRAFFIC IMPROVEMENTS 73 120090 CONSTRUCTION AREA LS LUMP SIGNS SUM 20;000.00; 20,000. 74 120100 TRAFFIC CONTROL LS LUMP SYSTEM SUM 150,060.00 . 150,000. 75 128601 TEMPORARY TRAFFIC LS LUMP SIGNAL SYSTEMS SUM 30,000.00 30,000. 76 129000 TEMPORARY RAILING LF 22,210 (TYPE K) 10.00 222,100. 77 129100 TEMPORARY CRASH EA 168 CUSHION MODULE 200.00 33,600. 78 000000 TRAFFIC SIGNING AND LS LUMP. STRIPING SUM . ` 37,000.:00 37,000: 79 860251 TRAFFIC SIGNAL AND LS LUMP LIGHTING (LOC 1) SUM 37,000.00 37,000. 80 860252 TRAFFIC SIGNAL AND LIGHTING (LOC 2) LS LUMP SUM 35,000.00. 35,000. P6 lla 4 �� tyioie .1 .. •' ..` aY 'Y. 1 1 ) • • ITEM CALTRANS ITEM NO. CODED QUANTITY (IN FIGURES) ITEM MEASURE SUM NUMBER FIGURES) 81 860253 TRAFFIC SIGNAL AND LIGHTING (LOC 3) 82 860254 TRAFFIC SIGNAL AND LUMP 30,000.00 LIGHTING (LOC 4) r84 83 860402 CITY STREET LIGHTING 861349A TRAFFIC SIGNAL AND LIGHTING REMOVAL SUM 160,000.00 (LOCATION 1) 85 861349B TRAFFIC SIGNAL AND LIGHTING REMOVAL 3,500.00 3,500.0 (LOCATION 2) 86 860701 TRAFFIC SIGNAL SUM INTERCONNECT 6,000.0 LS CONDUIT AND CABLE WATER SYSTEM IMPROVEMENTS 991025A 8" PVC WATERLINE 40,000.00 40,000.0 EXTENSION AND LS LUMP APPURTENANCES PER F88 SHEET W -2 9910258 SINGLE 2" WATER 39,000.00 SERVICE AT CROWN EA 1 DRIVE PER SHEET W -1 `89 991025C SINGLE 2" WATER SERVICE AT SAN MIGUEL DRIVE PER SHEET W -1 90 991025D 2" BLOW -OFF ASSEMBLY LANDSCAPING IMPROVEMENTS 91 200001A LANDSCAPING: MEDIANS, PARKWAYS, & SLOPES 92 208000 IRRIGATION SYSTEM: MEDIANS, PARKWAYS, & SLOPES 93 204099 PLANT ESTABLISHMENT: MEDIANS, PARKWAYS & SLOPES UNITS ESTIMATED ITEM PRICE TOTAL OF QUANTITY (IN FIGURES) (IN MEASURE SUM 001000.00 FIGURES) LS LUMP SUM 120,000.00 20,000.0 LS LUMP 30,000.00 30,000.0 SUM 115,000.00 115,000.0 LS LUMP SUM 160,000.00 160,000.Or LS LUMP SUM 3,500.00 3,500.0 LS LUMP SUM 6,000.00 6,000.0 LS LUMP SUM 40,000.00 40,000.0 LS LUMP SUM 39,000.00 39,000.0 EA 1 P -7 EA I 1 EA I 1 1,700.00 1 1,700.Op 1,600.00 1 1,600.Op 1,000.00 1 1,000.0f LS LUMP SUM 70,500.00 70,500.0 LS LUMP SUM 001000.00 00,000.0 LS LUMP SUM 30,000.00 30,000.0 0 0 STEM CALTRANS ITEM UNITS ESTIMATED ITEM PRICE TOTAL NO. CODED OF QUANTITY (IN FIGURES) (IN ITEM MEASURE FIGURES) NUMBER 94 200001B MODIFY LANDSCAPED LS LUMP QUADRANT AT SUM MACARTHUR BLVD. 18,000.00 18,000.0 AND SAN JOAQUIN HILLS ROAD 95 200001C RECONSTRUCT LS LUMP LANDSCAPED SUM QUADRANTS AT 65,000.00 65,000.0 MACARTHUR BLVD. BOULEVARD AND SAN MIGUEL DR. 96 200001D RECONSTRUCT LS LUMP LANDSCAPED SUM 43,000.00 43,000.0 QUADRANT AT MACARTHUR BLVD. AND PACIFIC COAST HIGHWAY TOTAL BID ITEMS 1 THROUGH 96 .......... ............................... Five million one hundred forty -one WRITTEN IN WORDS: thousand nine hundred eighty -nine DOLLARS seventy -five AND CENTS $5,141,989.75 'City reserves the right to delete either Bid Item No. 87 or 89 in its entirety without giving the Contractor cause or jusitification for modifying the unit or lump sum price to be paid for any of the other bid items. Griffith Company s /Thomas L. Foss, Vice Pres /Dist Mgr BIDDER AUTHORIZED SIGNATURE/TITLE 714 - 549 -2291 2020 Yale Street, Santa Ana, CA 92704 BIDDER'S TELEPHONE NUMBER ADDRESS 032168 August 31, 1996 CONTRACTOR'S LICENSE NO. EXPIRATION DATE Same as above Same as above CONTRACTOR'S ADDRESS a-, CONTRACTOR'S TELEPHONE NUMBER Page 1 INSTRUCTIONS TO BIDDERS The following documents shall be completed, executed and received by the City Clerk in accordance with NOTICE INVITING BIDS. 1. PROPOSAL 2. INSTRUCTIONS TO BIDDERS 3. DESIGNATION OF SUBCONTRACTORS 4. BIDDER'S BOND (sum not less than 10% of total bid price) 5. PUBLIC CONTRACT SECTION 10232 STATEMENT 6. EEO CERTIFICATION 7. NON - COLLUSION AFFIDAVIT 8. PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE 9. PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT 10. DEBARMENT AND SUSPENSION CERTIFICATION 11. TECHNICAL ABILITY AND EXPERIENCE REFERENCES except that cash, certified check or cashier's check (sum not less than lot of the total bid price) may be received in lieu of the BIDDER'S BOND. The title of the project and the words "SEALED BID" shall be clearly marked on the outside of the envelope containing the bid. The City of Newport Beach will not permit a substitute format for the contract documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. Bidders must hold a Class "A" license in accordance with the provisions of Chapter 9, Division III, of the Business and Professions' Code. The low bidder shall also be required to obtain a City of Newport Beach business license prior to execution of the contract. Bids are to be compared based upon the total lump sum price bid to complete the contract. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors and omissions in the PROPOSAL. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -7981 inclusive). The Contractor shall be responsible for compliance with Section 1777.5 of the California Labor Code for all apprenticeable occupations. All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. 032168 #ABC -12, #C -8 HAZ Contr'sLic. No. & ClassificationBidder November 7, 1995 s /Thomas L. Foss, Vice Pres /Dist Mgr DateAuthorized Signature /Title 0 0 Page 2 DESIGNATION OF SUBCONTRACTOR(S) The undersigned certifies that he has used bid(s) of the following listed subcontractor(ss) in making up his bid, and that the subcontractors) listed will be used for the work for which they bid, subject to the approval of the Engineer and in accordance with the applicable provisions of the Specifications. No change of subcontractor may be made except with the prior approval of the Engineer and as provided by State law. 1 Subcontract work Landscape Subcontractor Carlson Landscaping Address Huntington.Beach 2. Cold mill Pavement Recycling System Riverside 3. Underground Mike Cronin Construction Santa Ana a. Rip rap Rock Structures Construction San Dimas 5. Striping Line Master r)pndAlp 6, Survey Adkan Riverside 7. Structures nPmco Cnnatrurtfnn Cn_ Downey 8. Electrical F J Johnson Anaheim 9. Clearing J V Company San Dimas 10. PCC John Jezowski Orange 11. Equipment rental Savala Equipment Irvine 12. Trucking (Haul) Ugalde Trucking Anaheim 13. Trucking (K -rail) Pipeline Trucking Norwalk Griffith Company Bidder s /Thomas L. Foss, Vice Pres /Dist Mgr Authorized Signature /Title BIDDER'S BOND KNOW ALL MEN BY THESE PRESENTS, Page 3 That we, Griffith Company , as bidder, and Reliance Insurance Company as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Ten Percent (10 %) of the-Total Amount Bid Dollars ($ 10% lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden bidder for the construction of MacArthur Boulevard Widening; Pacific Coast Highway to 0.4 Miles N/0 San Joaquin Hills Road Title of Project ConaBract(?1o. in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden bidder shall duly enter into and execute a contract for such construction and shall execute and deliver to said City the "Payment" and "Faithful Performance" contract bonds described in the Specifications within ten (10) days (not including Saturday, Sunday, and Federal holidays) after the date of the mailing Notice of Award to the above bounden bidder by and from said City, then this obligation shall become null and void; otherwise it shall be forfeited to the said City. In the event that any bidder above named executed this bond as an individual, it is agreed that the death of any such bidder shall not exonerate the Surety from its obligation under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this 7th day of November , 1c95. Attorney -in -Fact) Jenene Ratti Notary Public Commission Expires: 5/1/98 J Griffith Company Bidder (Attach acknowledgment of S /Thomas L. Foss, Vice President and Authorized Signature /Title District Manager Surety Reliance Insurance Company By :S /Terry J. Moughan Attorney -In -Fact Title: 0 0 PUBLIC CONTRACT SECTION 10232 STATEMENT Page 4 In accordance with PUBLIC CONTRACT CODE SECTION 10232, and in addition to the other qualifications and agreements that are a part of this contract, the i Contractor, in so signing, does hereby state, under penalty of perjury, that no more than one final, unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two -year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board. For purposes of this section, a finding of contempt does not include any finding which has been vacated, dismissed, or otherwise removed by the court because the Contractor has complied with the order which was basis for the finding. The City may rescind any contract in which the Contractor falsely swears i the truth of the statement required by this section. Note: The above statement is a part of the PROPOSAL. Signing the PROPOSAL on the signature portion thereof shall also constitute signature of this statement. Bidders are cautioned that making a false certification may subject the signatory to criminal prosecution. Page 5 THE BIDDER'S EXECUTION OF THE SIGNATURE PORTION OF THIS PROPOSAL SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL. The bidder X proposed subcontractor_, hereby certifies that he has X , has not_, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 1114, or 11246, and that he has"X , has not , filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirement. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60- 1.7(b)(1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60 -1.5. (Generally only contracts or subcontractors of $10,000 or under are exempt). Currently, Standard Form 100 (EEO -I) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should -note the 41 CFR 60- 1.7(b)(1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Page 6 NON - COLLUSION AFFIDAVIT The bidder, by its officers and agents or representatives present at the time of filing this bid, being duly sworn on their oaths, say that neither they nor any of them have, in any way, directly or indirectly, entered into any arrangement or agreement with any other bidder, or with any public officer of such CITY OF NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any sum of money, or has given or is to give to such other bidder or public officer anything of value whatever; or such affiant or affiants or either of them has not directly or indirectly, entered into any arrangement or agreement with any other bidder or bidders, which tends to or does lessen or destroy free competition in the letting of the contract sought for by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the bylaws, rules or regulations of which prohibit or prevent the bidder from considering any bid from any subcontractor or materialman which is not processed through said bid depository, or which prevent any subcontractor or materialman from submitting bids to a bidder who does not use the facilities of or accept bids from or through such bid depository; that no inducement of any form or character other than that which appears upon the face of the bid will be suggested, offered, paid or delivered to any person whomsoever to influence the acceptance of the said bid or awarding of the contract; nor has the bidder any agreement or understanding of any kind'whatsoever with any person whomsoever to pay, deliver to, or share with any other person in any way or scanner, any of the proceeds of the contracts sought by this bid. NOTE: The above Non - Collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Non - Collusion Affidavit. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Griffith Company Bidder S /Thomas L. Foss, Vice President and District Authorized Signature /Title Manager Subscribed and sworn to before me this 7th day of November , 1995 My commission expires: 5/1/98 S /Jenene Ratti Notary Public Page 7 PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In accordance with Public Contract Code Section 10162, The Bidder shall complete, under penalty of perjury, the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding,on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? YES NO X If the answer is yes, explain the circumstances in the following space: Note: The above Questionnaire is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Page 8 PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT In accordance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws f the State of California that the bidder has ,has not X been convicted within the preceding three years of any offenses referred to n that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any State or Federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public contract Code Section 1101, including the regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10385.1. Note: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Page 9 TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 DEBARMENT AND SUSPENSION CERTIFICATION The bidder under penalty of perjury, certifies that except as noted below, he /she or any person associated therewith in the capacity of owner, partner, director, officer, manager: is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility of any federal agency; has not been suspended, debarred, voluntarily excluded, or determined ineligible by any federal agency within the past three years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgement rendered against it by a court of competent jurisdiction in any manner involving fraud or official misconduct within the past 3 years If there are any exceptions to this certification, insert the exceptions in the following space: Exceptions will not necessarily result in denial of award, but will be considered in determining bidders responsibility. For any exception noted above, indicate below to whom it applies, initialing agency, and dates of action. Note: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the PROPOSAL. signing this PROPOSAL on the signature portion thereof shall also constitute signature of this CERTIFICATION. 0 0 Page to TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Completed For whom Performed (Detail) Person to Contact Telephone No. SEE ATTACHED GRIFFITH COMPANY REFERENCES Griffith Company Bidder S /Thomas L. Foss, Vice President and District Authorized Signature /Title Manager 0 GRIFFITH COMPANY CONSTRUCTION REFERENCES Projects Under Construction or Recently Completed Orange County Division (District 4) Reference: The Irvine Company Mr. Jim Lorman VP Construction 714 -720 -2447 County of Orange, E.M.A. Mr. Dave Marshall Chief of Constructon 714- 567 -7838 City of Anaheim Mr. Dave Nelson Director of Construction 714 - 254 -5286 Caltrans Mr. Bill Decker Larry Kellerman Resident Engineer 714 - 724 -2277 City of Irvine Mr. Russ Thiele Project Engineer 714 - 837 -6050 County of Orange, E.M.A. Mr. Mits Okayama Chief of Subdivision 714 - 567 -7800 Project: Value: Northwoods Phase IA $3,969,254 Northwoods Phase IB $1,224,754 Pelican Hills, Phase I & 11 $2,010,000 SCE Access Road & Cribwalls $1,108,002 Ocean Ridge I & II Development $1,850,062 Pacific Coast Highway Widening $8,100,000 Sand Canyon Ave @ PCH $2,800,000 Newport Coast Dr. / SJHR $23,781,842 Kramer Ave, Rehabilitation $166,653 Area V, Site Development $619,067 Harbor Blvd. /La Palma Ave. $1,591,828 PCH - Huntington Beach $3,578,743 Beach Blvd, 405 to Lincoln $11,070,140 Westpark II, Phase II $4,878,000 Yale Avenue Overcrossing $1,730,343 Alicia Parkway $4,899,000 Contractors Corporate Office Bakersfield District Los Angeles District Orange Connte District License No. P.O. Box 2150 P.O. Box 70157 P.O. Box '2150 `2020 Yale Street �. 03 12 i 68 1.2200 Bloomfield .tse. 1898 So. Union Ate. 12200 Bloomfield Ave. Sine Ana. CA 92704 -3971 � 5ama Fe .Springs. CA 90670 -0150 Bakersfield, CA 98987 -0157 Santa Fe Springs. CA '90670.0150 ;714) 549 -2291 ? ' (3101 929 -1128 (805) 891 -7381 (910) 929.1128 Fax (714) 349 -053 _.. Faxt3I0) 929 -7116 Fax (805) 831 -0113 Fax (310) 364 -8970 Page 11 H O T I C Z The following contract documents shall be executed and delivered to the Engineer within ten (10) days (not including Saturday, Sunday and Federal holidays) after the date of mailing Notice of Award to the successful bidder: PAYMENT BOND (Pages 12 & 13) FAITHFUL PERFORMANCE BOND (Pages 14 & 15) CERTIFICATE OF INSURANCE & ENDORSEMENTS (Pages CONTRACT (Pages 19 & 20) 16, 17, & 18) The City of Newport Beach will not permit a substitute format for these contract documents. Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of bid. Payment Bonds and Insurance Bonds shall be issued by an admitted corporate surety insurer holding a current Certificate of Authority from the Insurance Commissioner of the State of California to transact surety insurance in the State of California; and is on the 1988 Edition of the Treasury List (Circular 570 of the U.S. Treasury Department). INSURANCE COMPANIES shall be (1) licensed to conduct business in California, and, (2) assigned Policyholders' Rating A (or higher) and Financial Size Category Class VIII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property- Casualty. Coverages shall be provided for all TYPES OF INSURANCE checked on the CERTIFICATE OF INSURANCE. All costs associated with the specifications of these contract documents shall be absorbed in the bid. Such specifications shall include those contained in (1) each contract document and (2) the Standard Specifications for Public Works Construction, (latest edition adopted for use in the City of Newport Beach) , except as supplemented or modified by the Special Provisions for this project. Executed in four (4) counterparts Bond No. B263 20 45 Premium: Included in Performance Bond Page 12 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted OT ecember i has awarded to Griffith ComDan hereinafter designated as the "Principal ", a contract for MacArthur Boulevard Widening; Pacific Coast Highway to 0.4 Miles N/0 San Joaquin Hills'Road C -2825 (C) in the City of Newport Beach, in strict conformity with the Drawings and Specifications and other contract documents in the office of the City Clerk of the City of Newport Beach; WHEREAS, said Principal has executed or is about to execute said contract and the terms thereof require the furnishing of a bond with said contract, providing that if said Principal or any of his or its subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the work agreed to be done, or for any-work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth: NOW, THEREFORE, We as Principal, and GRIFFITH COMPANY RELIANCE INSURANCE COMPANY as Surety are held firmly bound unto the City of Newport Beach, in the sum of FIVE MILLION ONE HUNDRED FORTY ONE THOUSAND NINE HUNDRED EIGHTY NINE AND 75 /100THS - - - - - Dollars ($5,141,989.75 ), said sum being equal to IDD% of the estimated amount payable by the City of Newport Beach under the terms of the contract; for which payment well and truly made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal or his subcontractors, fail to pay for any materials, provisions, or other supplies, used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind or for amounts due under the Unemployment Insurance Code with respect to such work or labor, that the Surety or Sureties will pay for the same, in an amount not exceeding the sun specified in the bond, and also, in case suit is brought upon the bond, a reasonable attorney's fee, to be fixed by the Court as required by the provisions of Section 3250 of the Civil Code of the State of California. Page 13 Payment Bond (Continued) The bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 3181 of the California Civil Code so as to give a right to them or their assigns in any suit brought upon this bond, as required by the provisions of Sections 3247 et. seq. of the Civil Code of the State of California. And said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the contract or to the work or to the specifications. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this bond. IN WITNESS WHEREOF, this instrument has b en duly executed by the Principal and Surety above named, on the I_ day of �Q CL M nRr , 192�5. Griffith Com _ (Seal) Name of C tractor (Principal) THOMAS L. FOSS, VICE PRES. /DIST. MGR. Authorized Signature and Title SUSAN L. SCHILDTS, ASSISTANT SECRETARY Authorized Signature and Title RELIANCE INSURANCE COMPANY (Seal) Name of Surety 505 North Brand Boulev d Glendale, California 1203 Address Terry J ,�%ghan, (Attorney in Fact gnature n itle of horized Agent San Francisco, California 9410 Address of Agent (415) 391 -1500 Telephone No. of Agent CALIFORNIA ALL- PURPOSPACKNOWLEDGMENT • State of California County of San Francisco On I �� >� /g before me, Cynthia L. .Lewis, Notary Public DATE NAME, TITLE OF OFFICER - E.G., 'JANE DOE, NOTARY PUBLIC" personally appeared Terry J. Moughan NAME(S) OF SIGNERS) personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is /are subscribed to the within instrument and ac- knowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. - WITNESS my hand and official al. e ueni nc nreav No. 5907 Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER TnLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) RELIANCE INSURANCE COMPANY DESCRIPTION OF ATTACHED DOCUMENT Bond No. B263 20 45 TITLE OR TYPE OF DOCUMENT five (5 NUMBER OF PAGES DATE OF DOCUMENT N/A SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave.. P.O. BOX 7184 - Canoga Park, CA 913097184 RELIANCE SURETY COMPANY INSURANCE COMPANY UNITED PACIFIC INSURANCE COMPANY RELIANCE NATIONAL INDEMNITY COMPANY ADMINISTRATIVE OFFICE, PHILADELPHIA, PENNSYLVANIA POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, that RELIANCE SURETY COMPANY is a corporation duly organized under the laws of the State of Del- aware, and that RELIANCE INSURANCE COMPANY and UNITED PACIFIC INSURANCE COMPANY, are corporations duly organized under the laws of the Commonwealth of Pennsylvania and that RELIANCE NATIONAL INDEMNITY COMPANY is a corporation duly organized under the laws of the State of Wisconsin therein collectively called "the Companies ") and that the Companies by virtue of signature and seals do hereby make, constitute and appoint Tarry J. Moughan, of San Francisco, California their true and lawful Attorneyls) -in -Fact, to make, execute, seal and deliver for and on their behalf, and as their act and deed any and all bonds and undertakings of suretyship and to bind the Companies thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the Companies and sealed and attested by one other of such officers, and hereby ratifies and confirms all that their said Attorney(s)-in-Fact may do in pursuance hereof. This Power of Attorney is granted under and by the authority of Article VII of the By -Laws of RELIANCE SURETY COMPANY, RELIANCE INSURANCE COMPANY, UNITED PACIFIC INSURANCE COMPANY, and RELIANCE NATIONAL INDEMNITY COMPANY which provisions are now in full force and effect, reading as follows: ARTICLE VII - EXECUTION OF BONDS AND UNDERTAKINGS 1. The Spend of Directors, tha President. the Chairman of the spent, any Senir Vice President, any Vice President or Assistant Vice President or other officer designated by the Board of Directors shall have power and authority to (at appoint Anmroy(s)-In -Fact and to authorize them to execute on behalf of the Company. bonds and undertakings, recognizeneea. Contracts of indemnity and pthm vvridngs obligatory in the retort, thereof, and (b) to remove any such Attorneylat-in -Fact at any time rM revoke the power and authority given to them. 2. Attorney(sHnFact shag have power and authority, subject to the canna and limitations of the Power of Attorney issued to them, to execute deliver on behalf of the Company. bonds rid undertakings, recagnizames, contracts of indemnity and other writings obligatory in the nature thereof. The corporate seal is not notoriety for the validity of entry bonds and undertakings, raeognlznces, contracts of indemnity and other writings obligatory, in the nature thereof. 3. Anornay(aHn -Far shall have power aM authority to execute affidavits required to be attached to bonds, recognizances, convects of Irgrnnity or other condidrol or obligatory uMartakinge and they shall also have power and authority to certgy the finanaal statement of the Crnpny and to copies of Me By -Laws of the Company or any article or section thereof. This Power of Attorney is signed and sealed by facsial under and by authority of the following resolution adopted by the Executive and Finance Committees of the Boards of Directors of Reliance Insurance Company, UNted Pacific Insurance Company and Reliance National Indemnity Company by Unanimous Conant dated as of February 28, 1994 and by the Executive and Financial Cpmmdtee of the Board of Directors of Reliance Surety Comol by UnnYnous Comet dated u of March 31, 1994. - Resolved that the signatres of such directors and officers ntl the seal of the Company may be affixed to any such Power of Attorney or any certificates relating thereto by facsimga,end arty such Power of Attorney or canticre baring such flu nile slgnatraa or facsimile seal Map be valid and binding upon the Company and any such Power so executed and certified by facsimile signatures and facsimile seal Mall be valid and binding upon the Company, in the future with respect to any bond or undertaking to which It is attached." IN WITNESS WHEREOF, the Companies have caused these presents to be signed and their corporate seals to be hereto affixed, this November 14, 1995. RELIANCE SURETY COMPANY RELIANCE INSURANCE COMPANY ` I RELIANCE NATIONAL INDEMNITY COMPANY STATE OF Washington COUNTY OF King )SS. On this, November 14, 1995, before me, Janet Blankley, personally appeared Lawrence W. Cadstrom, who acknowledged himself to be the Senior Vice President of the Reliance Surety Company, and the Vice President of Reliance Insurance Company, United Pacific Insurance Company, and Reliance National Indemnity Company and that as such, beingo do so, executed the foregoing instrument for the purpose therein contained by signing the name of the corporation by himself as itili gfflifted officer. In witness whereof, 1 hereunto set my hand and official seal. Note r Public in and for the S ate of Washi gton Resid g at Puyallup I, Robyn Layng, Assistant Secretary of RELIANCE SURETY COMPANY, RELIANCE INSURANCE COMPANY, UNITED PACIFIC INSURANCE COMP- ANY, and RELIANCE NATIONAL INDEMNITY COMPANY do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of a°p'e► area 19 YN Assistant Secretary State of CALIFORNIA County of ORANGE On DEC. 20, 1995 before me, JENENE RATTI (DATE) (NAMETITLE OF OFRCER4.w.'JANE DOE. NOTARY PUBLIC) personally appeared TliUMAs L. Fo g,,,. SUSAN L. "Will 1. 1T.LZ INAMEISI OF SIONERIGII / personally known to me -OR- ❑ 1 OFFW&W-AL t JENENE RAT TI O -`�• NOTARY PUBLIC- CALIFORNIA d iA COMMISSION GO� C I My CDmldaeim EAL May t, 1988 t ISEALI proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) Is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. THIS CERTIFICATE Title or Type of Docunem PAYMENT MUST BE ATTACHED TO THE DOCUMENT Number of Pages 4 one of Docurwnt DESCRIBED AT RIGHT: Sipnerfel Other Than Named Above WOLOOTTS FORM 83240 Aev. 3-84 )price .,. a -0AI 01984 WOLCOTTS FORMS, INC. ALL PURF011E ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATIONITWO FINGERPRINTS RIGHT THUMBPRNT (Optlo"I gQ d 40 C CAPACITY CLAIMED BY SIGNER)[) OINDIV)DUALIS) 1000RPORATE V.P. /DIST, Mi ASST. SECRET, OFFICERISI I�TSi R' OPARTNERIS) OLIMITED OGENERAL OATTORNEY BE FACT OTRUSTEE(SI OGUARDIAN /CONSERVATOR OOTHER: SIGNER le REPRESENTING: (Nome of Perepnp) w Entl Isol GRIFFITH COMPANY RIGHT THUMBPRINT (Optiondl E T e 0 CAPACITY CLAIMED BY SIGNERISI OINDIVIDUALIS) OCORPORATE OFFICERISI nnuo, OPARTNERISI OMMITED OGENERAL OATTORNEY IN FACT OTRUSTEEISI OGUARDIANICONSERVATOR OOTHER: SIGNER le REPRESENTING: INeme of Person(s) or Ent"l)eol 7 677756111I" 8 Executed in four (4) counterparts Bond No. B263 20 45 Premium: $31,799.00 Page 14 FAITHFUL PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted December 11, 1995 has awarded to Griffith Ge4any hereinafter designated as the "Principal ", a contract for MacArthur Boulevard Widening; Pacific Coast Highway to 0.4 Miles N/0 San Joaquin Hills Road. C -2825 (C) in the City of Newport Beach, in strict conformity with the Drawings and Specifications and other contract documents in the office of the City Clerk of the City of Newport Beach; WHEREAS, said Principal has executed or is about to execute said contract and the terms thereof require the furnishing of a bond for the faithful performance of said contract; NOW, THEREFORE, We GRIFFITH COMPANY as Principal, and RELIANCE INSURANCE COMPANY as Surety, are held firmly bound unto the City of Newport Beach, in the sum of FIVE MILLION ONE HUNDRED FORTY ONE THOUSAND NINE HUNDRED EIGHTY NINE AND 75 1100THS - - - - Dollars ($ 5,141,989.75 ), said sum being equal to 100% of the estimated amount of the contract, to be paid to the said City or its certain attorney, its successors, and assigns; for which payment well and truly made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal, his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well keep truly and perform the covenants, conditions, and agreements in the said contract and any alteration thereof made as therein provided on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Newport Beach, its officers and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and virtue. And said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the contract Page 15 Faithful Performance Bond (Continued) or to the work to be performed thereunder or to the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the contract or to the work or to the specifications. In the event that the principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this bond. IN WITNESS WHEREOF, this instrument has b en duly executed by the Principal and Surety above named, on the �L day of cc,„ h-7 ,,19-0-f5 Griffith Com a (Seal) Name of Co ractor (Principal) � 1 THO S L. FOSS, VICE PRES. /DIST. MGR. Authorized Signature and Title SUSAN L. SCHILDTS, ASSISTANT SECRETARY Authorized Signature and Title RELIANCE INSURANCE COMPANY - -"(;geal) Name of Surety 505 North Brand Bo vard Glendale. Ca1ifor 41203 Address. oT SureVVZ4 // Terry J /. /I q'ughan / Attornay n Fact Signat, pWa341i Title f AuthoriZe�Agent 580 Calitgfnia Street San Francisco, California 94104 Address of Agent (415) 391 -1500 Telephone No. of Agent CALIFORNIA ALL- PURPOSPACKNOWLEDGMENT • State of California County Of San Francisco On 65 before me, Cynthia L. Lewis, Notary Public OATEN NAME, TITLE OF OFFICER - E.G., 'JANE DOE, NOTARY PUBLIC- personally appeared Terry J. Moughan NAME(S) OF SIGNER(S) personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is /are subscribed to the within instrument and ac- knowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. "4 WITNESS my hand and o icial s al. C', e el . i . k" Si' �?'''+ 9�>•. °ve°y'Cr,.'g�'Ey°'�y"':n -P�''' OPTI No. 5907 Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER TmE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL U ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTT'(IES) RELIANCE INSURANCE COMPANY DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT five (5) NUMBER OF PAGES DATE OF DOCUMENT N/A SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 6236 Remmet Ave., P.O. Box 7194 - Canoga Park, CA 91309 -7164 State Of CALIFORNIA County Of ORANGE On DEC. 20, 1995 before me, JENENE RATTI IDATEI INAMEITITLE OF OPRCER4.e.'JANE DOE, NOTARY PUBLIC-1 personally appeared THOMAS L. FOSS, SUSAN L. SCHILDTS INAMEI31 OF SIONEINS11 personally known to me -OR- ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) Is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal w NOTARY PUBLIC. CAuFORNIA — .. COMMISSION 1111024008 O N �. 1 t�S?Rp P�•UMe�Y ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. THIS CERTIFICATE Title or Type of Docmnera _ _ FAITHFUL PERFORMANCE MUST BE ATTACHED TO THE DOCUMENT Number of Pages 3 Date of Document DESCRIBED AT RIGHT: Signe,la) Other Then Named Above WOLCOTT$ FORM 63240 Rev. 3.94 Ierice elm 94A) m,Saa WOLCOTTS FORMS, INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACIrY/REPRESENTATIONfrWO FINGERPRINTS RIGHT THUMBPRINT IOptlondl rf CAPACITY CLAIMED BY SIONERIS) OINDIVIDUALIS) $IXORPORATE V.P. /DIST. ASST. SECRET OFFICERISI ❑PARTNER(SI OLIMITED OGENERAL OATTORNEY IN FACT OTRUSTEEIS) 7 GUARDIANlCONSERVATOR ❑OTNER: SIGNER la REPRESENTING: (Nerne of Peraonla) or Enthvesel GRIFFITH COMPANY RIGHT THUMBPRINT IOpdonall CAPACITY CLAIMED BY SIGNER(S) :JINDIVIDUALISI :]CORPORATE OFFICERISI move 7PARTNERISI ❑LIMITED OGENERAL DATTORNEY IN FACT 7TRUSTEEISI 70UARDIAN /CONSERVATOR 70THER: SOONER IS REPRESENTING: !Name of Pereonlal or EndtYlieal 7775"6111118 Pace 16 CERTIFICATE ,OF" INSURANCE - -. PRODUCER COMPANIES AFFORDING COVERAGE COMPANY A St.Paul Fire 6 Marine, Ins. Co. Lamberson Koster & Company 580 California Street, Ste. 1100 LETTER San Francisco, CA 94104 COMPANY LETTER B uniCARE Insurance Company INSURED Griffith Company 2020 Yale Street Santa Ana, CA 92704 C LLEETPTER COVERAGES THIS 6 TO CERTIFY THAT POLICIES OF NSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTYRHSTANDING AW RE0U REMEXT, TEAM OR CONDITION OF AW CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TN6 INDICATED. CERnFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFEOPOM BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS. AND CONDITIONS OF SUCH POLICIES AND IS NOT AmENDEO, D ENDED OR ALTERED BY THIS CERTIFICATE. 00 TYPE OF INSURANCE POLICY NUMBER E TMTION DATE ALL LIMITS N THOUSANDS L DATE LIABILITY GENERAL AGGREGATE f 2,000, y�G�.E�.N,�EpR��A�L. (OCCUF4 XE BAST$ ONLY) fivoUc.S/COMPLETED s 2,000, • M, COMMERCLAL KKO8300152 4/1/9 12/31/ COMPREHENSIVE OPERATIONS AGGREGATE PERSONA. INJURY S 1,000, ❑OWNERS 1 CONTRACTORS PROTECTIVE CON MCILNL FOR SPECIFIC CONTRACT ❑ PROOMTSICOMPL OPER EACH OCCURANCE S 11000, ❑ XCU HAZARDS FIRE DAMAGE S LOO ❑ BROAD FORM PROP. DAMAGE [D SEVER48RITY OF INTEREST (ANY ONE FIRE) CLAUSE ❑ PEiSOfM INJURY WrM EMPLOYEE EXCLUSION METXfAL EXPENSES S 5, R£uGNm MAPoNE (AW ONE PERSON) • AUTOMOBILE LABILITY KKO830015 4/1/9 12/31 COMBINED �" IT S 1,000, - BODLY INJURY f REHENSNE (PER PERSON) WMED BODILY INJURY S NORED (PEA ACCIDENT) PROPERTY S . ED DAMAGE EXCESS LIABILITY EACH OCCURRENCE AGGREGATE UMBRELLA FORM S OTHER THAN UMBRELLA FORM S STATUTORY S 1.000, EACH ACCIDENT WORKERS' COMPENSATION B AND SG250495— 12/31/ 12/31 AT; 1,000, TXSEAM- DULY LIMIT s 1,000, DISEASE.EACII EMPLOYEE EMPLOYERS' LIABILITY 09093 95 96 LONGSHOREMEN'S AND HARBOR STATUTORY - WORKERS' COMPENSATION DESCWPTION OF OPEMT* C& OGTDNSNESOCLESAtESTRFRIONSKPECNL ITEMS: ALL OPERATIONS PERFORMED FOR THE CITY OF NEWPORT BEACH BY OR ON BEHALF OF THE NAMED F6URED N COFNECTION WITH THE FOLLOWING COMPACT: MacArthur Boulevard Widening; Pacific Coast Highway to 0.4 Miles N/0 San Joaquin Hills Road - C -2825 (C) PROJECT TTIL.E AND CONTRACT NUMBER CERTIFICATE HOLDER' CANCELLATIO ANY OF ED POLICIES BE NON RENEWED. CITY OF NEWPORT BEACH OR O BEFORE THE EXPIPATION DATE THE P.O. BOX T768 COMP IfY AffC K; E SWML PROVIDE 30 DAYS MIN ADVANCE TO THE O BEACH BY REGISTERED MAIL 3300 NEWPORT BLVD, A HP. NEWPORT BEACH, CA 92659 -1768 12/19/95 ALIT RE WIIAI ISSUE DATE L,- j 0 AUTOMOBILE LIABILITY INSURANCE ENDORSEMENT It is agreed that: Page 17 With respect to such insurance as is afforded by the policy for Automobile Liability, the City of Newport Beach; the State of California Department of Transportation; Deist- Binsfield, Inc.; Robert Bein, William Frost and Associates; its officers and employees are additional insureds, but only with respect to liability for damages arising out of the ownership, maintenance or use of automobiles (or autos) used by or on behalf of the named insured in connection with the contract designated below. The insurance extended by this endorsement to said additional insured does not apply to bodily injury or property damage arising out of automobiles (1) owned by or registered in the name of an additional insured, or (2) leased or rented by an additional insured, or (3) operated by an additional insured. The insurance afforded said additional insured(s) shall apply as primary insurance and no other insurance maintained by the City of Newport Beach shall be called upon to contribute with insurance provided by this policy. 2. The policy includes the following provision: "The insurance afforded by the policy applies separately to each insured who is seeking coverage or against whom a claim is made or suit is brought, except with respect to the limits of liability of the company affording coverage." 3. The limits of liability under this endorsement for the additional insureds named in Paragraph 1. of this endorsement shall be the limits indicated below for either Multiple Limits or Single Limit: () Multiple limits Bodily Injury Liability $ per person Bodily Injury Liability $ per accident Property Damage Liability () Combined Single Limit Bodily Injury Liability and Property Damage Liability $ 1,000,000. The limits of liability as stated in this endorsement shall not increase the total liability of the company affording coverage for all damages as the result of any one accident or occurrence in excess of the limits of liability stated in the policy as applicable to Automobile Liability Insurance. 0 Page 17A 4. Should the policy be non - renewed, canceled or coverage reduced before the expiration date thereof, the Issuing Company shall provide 30 days' advance notice to the City of Newport Beach by registered mail, Attention: Public Works Department. 5. Designated Contract: MacArthur Boulevard Widening Pacific Coast Highway to 0.4 Miles N/O San Joaquin Hills Road C -2825 (C) Project Title and Contract No. This endorsement is effective 12/19/95 at 12:01 a.m. and forms a part of Policy No. *see Below of *See Below (Company Affording Coverage). *R&08300152 *St. Paul Fire S Marine Insurance Company Insured: Griffith Company Producer: Lamberson Koster & Company RUrresentative sco 0 0 It is agreed that: Page 18 With respect to such insurance as is afforded by the policy for General Liability, the City of Newport Beach; the State of California Department of Transportation; Deist - Binsfield, Inc.; Robert Bein, William Frost and Associates; its officers and employees are additional insureds, but only with respect to liability arising out of operations performed by or on behalf of the named insureds in connection with the contract designated below or acts and omissions of the additional insureds in connection with its general supervision of such operations. The insurance afforded said additional insured(s) shall apply as primary insurance and no other insurance maintained by the City of Newport Beach shall be called upon to contribute with insurance provided by this policy. 2. The policy includes the following provision: "The insurance afforded by the policy applies separately to each insured against whom claim is made or suit is brought, except with respect to the limits of liability of the company affording coverage." 3. The insurance afforded by the policy for Contractual Liability Insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the named insured under the indemnification or hold harmless provision contained in the written contract designated below, between the named insured and the City of Newport Beach; State of California Department of Transportation; Deist - Binsfield, Inc.; Robert Bein, William Frost and Associates; their officers and employees. 4. With respect to such insurance as is afforded by this policy, the exclusions, if any, pertaining to the explosion hazard, collapse hazard and underground property hazard (commonly referred to as "XCU" hazards) are deleted. 5. The limits of liability under this endorsement for the additional insured(s) named in Paragraph 1 of this endorsement shall be the limits indicated below written on an "Occurrence" basis: 0 Commercial () Comprehensive General Liability $ 1,000,000 each occurrence $ 2,000,000 aggregate 0 Page 18A The applicable limit of Contractual Liability for the company affording coverage shall be reduced by any amount paid as damages under this endorsement in behalf of the additional insured(s). The limits of liability as stated in this endorsement shall not increase the total liability of the company affording coverage for all damages as the result of any one occurrence in excess of the limits of liability stated in the policy as applicable to General Liability Insurance. 6. Should the policy be non - renewed, canceled or coverage reduced before the expiration date thereof, the Issuing Company shall provide 30 days' advance notice to the City of Newport Beach by registered mail, Attention: Public Works Department. 7. Designated Contract: MacArthur Boulevard Widening Pacific Coast Highway to 0.4 Miles N/O San Joaquin Hills Road C -2825 (C) Project Title and Contract No. This endorsement is effective 12/19/95 at 12:01 a.m. and forms a part of Policy No. *see Below of *see Below (Company Affording Coverage). *RR08300152 *St. Paul Fire 6 Marine Insurance Company Insured: Griffith Comnanv Endorsement No.: A Lamberson Roster 6 Company M State of _ County of CALIFORNIA ORANGE %I On DEC. 20, 1995 before me, JENENE RATTI DATE) INAME/TITLE OF OFRCERa.a.'JANE DOE, NOTARY PUSLIC1 personally appeared THOMAS L. FOSS, SUSAN L. SCHILD111S INAMEISI OF SIGNERISII 0 personally known to me -OR- ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) Is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signatures) On the instrumentthe personIs), or the entity upon behalf of which the persons) acted, executed the instrument. _ OFFIOML SEAL NOTA Pt1 'CCAAJFORNIA EWitness my hand and official seal. COMMISSION S 1024008 C N ORANGE COUNTY '• MY Commission Exp. May 1, 1988 ISEALI ATTENTION NOTARY I The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. THIS CERTIFICATE Tile or Type of Document CONTRACT — PAGES 19 & 20 MUST BE ATTACHED TO THE DOCUMENT Number of Pages 2 Date of Document DESCRIBED AT RIGHT: Signer(s) Other Than Named Abow WOLCOTTS FORM 52210 Rev. 2.94 anca cbU SQAI 1530 WOLCOTTS FORMS. INC. L ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITYMEPRESENTATION/IWO FINGERPRINTS RIGHT THUMBPRBIT IOptionell g� i a b CAPACITY CLAIMED BY SIGNERISI OINOIVIDUALISI }❑CORPORATE V.P. /DIST. ASST. OFFICER(S) OPARTNERISI ❑LIMITED OGENERAL OATTORNEY IN FACT OTRUSTEEIS) ❑GUARDIAN /CONSERVATOR OOTHER: SIGNER IS REPRESENTING: (Name of Parson(e) or Ent(tylleel GRIFFITH COMPANY RIGHT THUMBPRINT IOptionNl r I< 6 CAPACITY CLAIMED BY SIONERISI OINDIVIDUAL(S) OCORPORATE OFFICERISI n,naw OPARTNERIS) ❑LIMITED OGENERAL OATTORNEY IN FACT OTRUSTEEISI COTHER: SIGNER IS REPRESENTING: (Name of Pereonlal or Entfor iesl 677751 11111� 1 a • GRIFFITH COMPANY RESOLUTIONS February 27, 1995 RESOLVED, that any one or more of the following officers of this Corporation: Chairman of the Board and Chief Executive Officer, President, Executive Vice President, Vice President/Treasurer and Chief Financial Officer, together with, when required, the Secretary, Secretary/Controller or Assistant Secretary, be and they are hereby authorized to execute and deliver in the name of this Corporation any and all bids, authorizations, contracts, notes, deeds, bonds, stocks, declarations, releases and agreements of any nature or sort whatever. FURTHER RESOLVED, that any one or more of the following officers of this Corporation: Vice President /District Manager, District Manager, Division Manager, Assistant District Manager, Chief Estimator, Secretary, Secretary /Controller, Assistant Secretary, be and they are hereby authorized to execute and deliver in the name of and on behalf of this Corporation any and all bids, authorizations, contracts, certifications, declarations and releases, including: bid bonds, labor and material bonds, performance bonds and stop notice bonds. FURTHER RESOLVED, that any and all persons, tines, corporations and other entities shall be entitled to rely on the authority of any one or more of the officers above named to bind this Corporation by the execution and delivery of any of the documents or papers set forth hereinabove. FURTHER RESOLVED, that the authority granted hereby shall not be modified or revoked except by a resolution to that effect passed by the Board of Directors of this Corporation. FURTHER RESOLVED, that any and all authorization heretofore granted by this Corporation to any officers other than those above named, to perform acts in the name of and on behalf of this Corporation similar to the acts authorized above, be and they are hereby revoked, rescinded and annulled. William E. Barnes, Secretary Att st: James D. Waltze, resident I J WL N • 1 c r i1 _C -C » t _ C S t• Z 0 at c } J15 3 � N l c N v ISON� c5 �rV o- i f 8i 1 rryl Z 0 at a:e Z. c5 i f 8i 1 rryl TI ( c� V1 pp���' i�t M N M E^ O8 -�}• Q v N 7 A'� Q;) r o, _ o o oJrnlMi Flo �� I J„1�.; 'Z is I %J 1 � i' Li � x. 41. CI�I 1 ! 1' a:e Z. 'i 0 i 1 iz. I. R w ' L`a c5 v c� �o E^ F= 'i 0 i 1 iz. I. R w ' L`a • • 0 TO: Mayor and Members of City Council FROM: Public Works Department 40 - March 11, 1996 CITY COUNCIL AGENDA SUBJECT: APPROVAL OF CONSULTANT AGREEMENT WITH SMITH -EMEF COMPANY FOR MATERIALS TESTING SERVICES RELATED TO MACARTHUR BOULEVARD WIDENING - SEGMENT 1 CONSTRUCTION; CONTRACT NO. 2825(J) RECOMMENDATIONS: 1. Approve a Consultant Agreement with Smith -Emery Company for geotechnical and materials testing services related to Segment 1 construction of MacArthur Boulevard Widening for a not -to- exceed amount of $78,430; Contract No. 2825 (J). 2. Authorize the Mayor and the City Clerk to sign the Agreement on behalf of the City. DISCUSSION: On December 11, 1995, the City Council awarded Contract No. 2825(C) to the Griffith Company for construction of Segment 1 of the MacArthur Boulevard Widening project (see attachment for Segment 1 limits). On November 27, 1995, the City Council awarded Contract No. 2825(1) to Deist - Binsfield, Inc., for construction management services related to the Segment 1 improvements. The services of other professional firms are needed to support the construction contractor and the construction manager. Geotechnical observation and testing during grading operations and field and laboratory testing of materials such as portland cement concrete, asphalt concrete, and other rock products are needed to insure that the improvements are being constructed in accordance with the contract plans and specifications. Five professional consulting firms considered to have the qualifications and capabilities to provide the necessary materials testing services were invited to submit proposals for the Segment 1 MacArthur Boulevard Widening project. The five firms were: (1) Stoney - Miller Consultants, (2) GeoSoils, (3) Smith -Emery Company, (4) AGRA Earth and Environmental, and (5) Associated Soils Engineering with Twining Laboratories as a subconsultant. All of the firms except Stoney - Miller Consultants submitted a proposal. Each proposal included a detailed schedule of hourly rates for personnel and unit costs for various types of laboratory tests. SUBJECT: March 11, 1996 Page 2 0 0 APPROVAL OF CONSULTANT AGREEMENT WITH SMITH -EMERY COMPANY FOR MATERIALS TESTING SERVICES RELATED TO MACARTHUR BOULEVARD WIDENING - SEGMENT 1 CONSTRUCTION; CONTRACT NO. 2825(J) Staff evaluated the proposals based upon: 1) Qualifications of the firm; 2) Ability to deliver services; and 3) Cost schedules. After consideration of the first two criteria, an analysis was then made to compare the cost schedules of each firm and to the anticipated number of hours and tests that will be required during the 14 -month course of the construction operations. Based upon this analysis, two firms (Smith -Emery and AGRA) were determined to have slightly lower anticipated costs than the other two firms. To distinguish between Smith -Emery and AGRA, a review was made of the hourly rates and the individual laboratory testing procedures that may more likely exceed the estimated amounts; thereby recognizing that the actual testing services will have to adjust to meet the construction contractor's schedule, phasing, etc. Based on this analysis, staff concluded that Smith -Emery Company's schedule of fees was more advantageous to the City. Staff, therefore, recommends that a Consultant Agreement be entered into with the Smith -Emery Company to perform geotechnical observation and testing services and to provide the field and laboratory testing of construction materials needed to support completion of Segment 1 of the MacArthur Boulevard Widening project. Funds are available in the current F.Y. 1995 -96 budget in Measure "M ", Contributions, and Circulation and Transportation accounts. Funding will be as follows: Account No. Amount Fund 7251- C5100066 $1,000 Contribution from OCTA for frontage improvements 7432- C5100066 $30,000 CIOSA Loan 7261- C5100066 $8,000 Circulation & Transportation 7284- C5100066 $39,430 Measure "M" OCTA MPAH and MRAP Programs TOTAL $78,430 Respectfully submitted, LIC WORKS DEPARTMENT Don Webb, Director By:,,': Gail Pickart Project Management Consultant Attachments • • 0 r �P Qj x FASHION ISLAND IA SCALE 1" =1000' SEC�ZENP 1 CONSTRUCTION E rS ONSTRUCTION wa �O AFT Di QI � I F 0 CONSULTANT AGREEMl� GEOTECHNICAL AND MATERIALS TESTING SERVICES MACARTHUR BOULEVARD WIDENING SEGMENT 1 THIS AGREEMENT, entered into this day of ,1996, by and between the CITY OF NEWPORT BEACH, a municipal corporation, (hereinafter referred to as "CITY") and SMITH -EMERY COMPANY, whose address is 5427 East LaPalma Avenue, Anaheim, CA 92807 (hereinafter referred to as "CONSULTANT') is made with reference to the following: RECITALS: A. CITY is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the Statutes of the State of California and the Charter of the City. B. CONSULTANT is a private consulting firm organized under the laws of the State of California to conduct the business of providing professional geotechnical and materials testing services to public and private entities. C. CITY has identified the widening of MacArthur Boulevard between Pacific Coast Highway and Ford Road as a project resulting in substantial public benefit and improvement to the City's transportation and circulation system. CITY has awarded Contract No. 2825(C) to Griffith Company for construction of Segment 1 of the MacArthur Boulevard Widening project which extends from Pacific Coast Highway to approximately 1000 feet northerly of San Joaquin Hills Road. D. CONSULTANT has submitted a proposal dated January 25, 1996, offering to provide geotechnical site inspection and material testing services during construction operations to be performed under Contract No. 2825(C). E. CITY desires to accept CONSULTANT's proposal dated January 25, 1996, to provide such geotechnical site inspection and material testing services. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: SECTION 1. TERM The term of this Agreement shall commence on the date written above and shall terminate on June 30, 1997, unless terminated earlier as set forth herein. SECTION 2. SERVICES TO BE PERFORMED BY THE CONSULTANT CONSULTANT shall complete all services and work as outlined herein and more • fully described in the Proposal No. 1437/96 dated January 25, 1996, attached hereto and identified as Exhibit "A ". SAN 3. COMPENSATION TO CONSULT CONSULTANT shall be compensated for services performed pursuant to this Agreement in the amount and manner set forth in Exhibit "A ", the Proposal, which is incorporated herein by this Billing shall be time attached hereto and reference. on a and materials basis according to the standard rates set forth in Exhibit A and shall not exceed $78,430.00 without further written authorization. SECTION 4. STANDARD OF CARE CONSULTANT agrees to perform all services hereunder in a manner commensurate with the community professional standards and agrees that all services shall be performed by qualified and experienced personnel who are not employed by the CITY nor have any contractual relationship with CITY. SECTION 6. INDEPENDENT PARTIES CITY and CONSULTANT intend that the relation between them created by this Agreement is that of employer- independent contractor. The manner and means of conducting the work are under the control of CONSULTANT, except to the extent they are limited by statute, rule or regulation and the express terms of this Agreement. SECTION 6. HOLD HARMLESS CONSULTANT shall indemnify and hold harmless CITY, its CITY Council, boards and commissions, officers and employees from and against any and all loss, damages, liability, claims, suits, costs and expenses whatsoever, including reasonable attorneys' fees, regardless of the merit or outcome of any such claim or suit arising from or in any manner connected to CONSULTANT's negligent performance of services or work conducted or performed pursuant to this Agreement. SECTION 7. INSURANCE Without limiting the CONSULTANT's indemnification of CITY, CONSULTANT shall obtain and provide and maintain at its own expense during the term of this Agreement, policy or policies of liability insurance of the type and amounts described below and satisfactory to the CITY. Such policies shall be signed by a person authorized by that insurer to bind coverage on its behalf and must be filed with the CITY prior to exercising any right or performing any work pursuant to this Agreement. All insurance policies except workers' compensation and professional liability shall add as insured the CITY, its elected officials, officers and employees for all liability arising from CONSULTANT's services as described herein. A, REQUIRED COVERAGE • Prior to the commencement of any services hereunder, CONSULTANT shall provide to CITY, certificates of insurance from an insurance company authorized to do business in the State of California with original endorsements and copies of policies, if requested by CITY, of the following insurance: 2 1. Rorker's compensation insurance covering Vemployees and principals of the CONSULTANT, per the laws of the State of California; 2. Commercial general liability insurance covering third party liability risks, including without limitation, contractual liability, in a minimum amount of $1 million combined single limit per occurrence for bodily injury, personal injury and property damage. If commercial general liability insurance or other form with a general aggregate is used, either the general aggregate shall apply separately to this project, or the general aggregate limit shall be twice the occurrence limit; 3. Commercial auto liability and property insurance covering any owned and rented vehicles of CONSULTANT in a minimum amount of $1 million combined single limit per accident for bodily injury and property damage. 4. Professional liability insurance which includes coverage for the professional acts, errors, and omissions of the CONSULTANT in the amount of at least $1,000,000. Said policy or policies shall provide that coverage shall not be canceled by either party, or reduced in coverage or in limits except after thirty (30) days' prior notice has been given in writing to CITY. CONSULTANT shall give to CITY prompt timely notice of claim made or suit instituted arising out of CONSULTANT's operation hereunder. CONSULTANT shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work. B. SUBROGATION WAIVER CONSULTANT agrees that in the event of loss due to any of the perils for which it has agreed to provide comprehensive general and automotive liability insurance, that CONSULTANT shall look solely to its insurance for recovery. CONSULTANT hereby grants to CITY, on behalf of any insurer providing comprehensive general and automotive liability insurance to either CONSULTANT or CITY with respect to the services of CONSULTANT herein, a waiver of any right of subrogation which any such insurer of said CONSULTANT may acquire against CITY by virtue of the payment of any loss under such insurance. C. ADDITIONAL INSURED CITY, its City Council, boards and commissions, officers, and employees shall be named as an additional insured under all insurance coverage required by this Agreement, except for workers' compensation and professional liability. The naming of • an additional insured shall not affect any recovery to which such additional insured would be entitled under this policy if not named as such additional insured. An additional insured named herein shall not be held liable for any premium, deductible portion of Aoss, or expense of any nature on this potty r any extension thereof. Any other insurance held by an additional insured shall not be required to contribute anything toward any loss or expense covered by -the insurance provided by this policy. SECTION B. PROHIBITION AGAINST TRANSFER CONSULTANT shall not assign, sublease, hypothecate, or transfer this Agreement or any interest therein directly or indirectly, by operation of law or otherwise without the prior written consent of CITY. Any attempt to do so without said consent shall be null and void, and any assignee, sublessee, hypothecate or transferee shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer. The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of CONSULTANT, or of the interest of any general partner or joint venturer or syndicate member or cotenant if CONSULTANT is a partnership or joint venture or syndicate or cotenancy, which shall result in changing the control of CONSULTANT, shall be construed as an assignment of this Agreement. Control means fifty percent (50 %) or more of the voting power of the corporation. SECTION 9. PERMITS AND LICENSES CONSULTANT, at its sole expense, shall obtain and maintain during the term of . this Agreement, all appropriate permits, licenses and certificates that may be required in connection with the performance of services hereunder. SECTION 10. REPORTS Each and every report, draft, work - product, map, record and other document reproduced, prepared or caused to be prepared by CONSULTANT pursuant to or in connection with this Agreement shall be the exclusive property of CITY. CITY shall make no use of materials prepared by CONSULTANT pursuant to this Agreement, except for construction, maintenance and repair of the Project. Any use of such documents for other projects, and any use of uncompleted documents, shall be at the sole risk of the CITY and without liability or legal exposure of the CONSULTANT. No report, information or other data given to or prepared or assembled by the CONSULTANT pursuant to this Agreement shall be made available to any individual or organization by the CONSULTANT without prior approval by CITY. CONSULTANT shall, at such time and in such form as CITY may require, furnish reports concerning the status of services required under this Agreement. SECTION 11. RECORDS CONSULTANT shall maintain complete and accurate records with respect to costs, expenses, receipts and other such information required by CITY that relate to the performance of services required under this Agreement. a 0 0 CONSULTANT shall maintain adequate records of services provided in sufficient detail to permit an evaluation of services. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. CONSULTANT shall provide free access to the representatives of CITY or its designees at all proper times to such books and records, and gives CITY the right to examine and audit same, and to make transcripts therefrom as necessary, and to allow inspection of all work, data, documents, proceedings and activities related to this Agreement. Such records, together with supporting documents, shall be kept separate from other documents and records and shall be maintained for a period of three (3) years after receipt of final payment. SECTION 12. NOTICES All notices, demands, requests or approvals to be given under this Agreement shall be given in writing and conclusively shall be deemed served when delivered personally or on the second business day after the deposit thereof in the United States mail, postage prepaid, registered or certified, addressed as hereinafter approved. All notices, demands, requests, or approvals from CONSULTANT to CITY shall be addressed to CITY at: City of Newport Beach 3300 Newport Boulevard • Newport Beach, CA 92663 Attention: John Wolter, Project Manager (714) 644 -3311 All notices, demands, requests, or approvals from CITY to CONSULTANT shall be addressed to CONSULTANT at: Smith -Emery Company 5427 East LaPalma Avenue Anaheim, CA 92807 Attention: Laurie Dederian (714) 693 -1026 SECTION 13. TERMINATION Either party may terminate this Agreement at any time and for any reason by giving the other party seven (7) days' prior written notice; notice shall be deemed served upon deposit in the United States Mail, postage prepared, addressed to the other party's business office. In the event of termination due to the fault of CONSULTANT, CITY shall be obligated to compensate CONSULTANT for only those authorized services which have been completed and accepted by CITY. If this Agreement is terminated for any reason other than fault of CONSULTANT, CITY agrees to compensate CONSULTANT for the actual services performed up to the • effective date of the Notice of Termination, on the basis of fee schedule contained above, subject to any maximum amount to be received for any specific service. SECTION 14. COST OF LITIGATION • If any legal action is necessary to enforce any provision hereof or for damages by reason of an alleged breach of any provisions of this Agreement, the prevailing party shall be entitled to receive from the losing party all costs and expenses in such amount as the court may adjudge to be reasonable attorneys' fees. SECTION 15. COMPLIANCES CONSULTANT shall comply with all laws, state or federal, and all ordinances, rules and regulations enacted or issued by CITY. SECTION 16. WAIVER A waiver by CITY of any breach of any term, covenant, or condition contained herein shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant, or condition contained herein whether of the same or a different character. SECTION 17. INTEGRATED CONTRACT This Agreement represents the full and complete understanding of every kind of nature whatsoever between the parties hereto and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions hereof. Any modification of this • Agreement will be effective only by written execution signed by both CITY and CONSULTANT. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the day and year first above written. APPROVED AS TO FORM: City Attorney CITY OF NEWPORT BEACH, a municipal corporation M MAYOR CONSULTANT W . SMITH -EMERY COMPANY ATTEST: 1 CITY CLERK SMITH -EMERY COMPANY The Full Service Independent Testing Laboratory, Established Igo4 5427 Ease La Wma Ave. • Anaheim, Cali fmnia 92807 (714) 693 -ro26 Fax 1714) 693-1034 - 25 January 1996 Proposal No. 1437/96 City of Newport Beach Department of Public Works 3300 Newport Boulevard Newport Beach, CA 92663 Attn: Mr. Gail Pickart RE: GeoTechnical Site Inspection and Material Testing Services Afac4rthur Boulevard Widenin, Project - Phase L Newport Beach, CA Dear Mr. Pickart. As per the Request for Proposal Nve received from DBI dated !anuary 11. 1996. Smith -Emery Company is pleased to provide } ou with this cost estimate for ,he above mentioned project. At Smith - Emery, %our project twill be monitored by a Registered Civil Engineer who is responsible . for an accurate and timely response on a day to dayjobsite si_ cation. The engineer assigned to your project is Mr. JoJo Montes. Further you are assured of strong technical support from our full time staff of registered Civil. Geotechnical and Chemical Engineers. Please review the enclosed Schedule of Fees. specifically pas=s 3 8 4 for our "Working Terms and Conditions" and page 1 I for specially discounted hourly rates- These prices will apply to all soils inspection that you require for your project. The project proposal is based on an eight hour work day, th—_ normal conditions will prevail and work will progress free of any disruptions or unforeseen obst_cles. These and other factors beyond our control may affect the projected total. However, our An:_-�eim facility is only a 20- minute drive from the site making any unexpected situations easy to _ccommodate. This estimate was based on the scope of work outlined in the UP dated January 11. 1996- In reference to your requirement regarding the parties to be lu.ed as additionally insured, Smith - Emery Company is willing to name the owner and construction manager as additionally insured. Any other party should provide their own coverage. Clearlv we are anxious to meet your upcoming testing and ins-.)ection requirements for the MacArthur Boulevard Widening Project and believe we have an overall approach that will ensure efficiency and continuity on your project. We are committed to a high level of service that we continue to uphold on the industry. • Los Angeles San Francisco P.O Box 380550 781 Ears ingson Blvd . tC'asn San Francisco. C Los Angeles. Ca4fo nia 90021 d;Jala 94138 (213) 749-3411 (415) 330-3000 Fax (213) • r1 L J CITH -EMERY COMPAN • 25 Janaury 1996 Page 2 - Mr. Pickart We welcome the opportunity to further discuss any questions you may have in regards to our capabilities as an independent testing laboratory. If you require any further information, please feel free to call either myself or Rob Greeley at (714) 693 -1026. Respectfully submitted, SMITH -EMERY COMPANY Laurie Dederian Project Coordinator Respectfully submitted, SMITH -EMERY COMPANY Robert Greeley Supervisor - Anaheim GeoServices Effective 9/1/95 • 1\ ©`/ • Southern California Area ' \e© oMn1�� /1 Schedule of Fees for Inspection Services . Smith -Emery Comoany is a member of the Southern California Inspection Employers Association and is a Signator to an Agreement with the International Union of Operating Engineers, Local 12. AFL -CIO, covering the licensed building inspectors. This Agreement covers wages, fringe benefits, and conditions and working hours. The prices quoted below for inspection services are firm to September I, 1996. On that date, prices will be adjusted by the increase resulting from our union contract plus increases in our liability insurance, if any. To 9/1i96 Geotechnical ConsultingtTesting See Pages 12 -13 Waterproofing Inspection Preliminary Investigations By Quote 1610 Material I.D. $62.00 Foundation Recommendations By Quote 1611 Laydown 62.00 On -Site Testing By Quote 1612 Material Sampling 62.00 Environmental Assessment Studies By Quote Fireproofing Inspection 2016 Deputy Grading Inspector 75.00 1810 Thickness Evaluation 62.00 Concrete Inspection 1811 Density Sampling 62.00 2013 Concrete/Epoxy Injection, per hour 62.00 1812 Repair Application 62.00 1110 Shoring 62.00 1813 Adhesion Cohesion 62.00 t i l l Foundations 62.00 Roofing Inspection 1112 Walls Columns 6100 1510 Material I.D. 62.00 1113 Slabs on Grade 6200 1511 Lavdown 62.00 1114 Elevated Slabs 62.00 1512 Material Sampling 6200 1115 Slabs -Metal Deck 62.00 Finishing Inspection 1116 Precast Plant 62.00 1910 Drywall Fastening 62.00 1117 Gunite/Shoterete 62.00 1911 Electrical 62.00 1118 PrestresvPost- Tension 62.00 1912 H.VA.C. 62.00 1119 Batch Plant 62.00 1913 Plumbine 62.00 1817 Combination Concrete/Soils 64.00 1914 Firespriniaer 62.00 1818 Project/Inspector /IOR/DSA 68.00 1915 Ceramic Tile 62.00 Masonry Inspection Paving Inspection 1410 Retaining Walls 62.00 1710 Material I.D. 62.00 1411 Structural walls 6100 1711 Laydown 62.00 1412 Stair Shaft 62.00 1712 Batch Plant 62.00 1413 Veneer 62.00 Radiography 1414 Grouting 62.00 9704 Radiographic Technician. Level II 1415 Repointing 62.00 with Helper & field film processing Steel Shop - Visual Inspection equipmepL per hour By Quote 1210 Visual 62.00 3110 Pachometer, Schmidt Hammer. etc. 75.00 1211 Material I.D. 62.00 Steel Field- Non - Destructive Testing 1212 Quantity Verification 62.00 2310 Ultrasonic 66.00 1213 Procedure Qualification 62.00 2311 Magnetic Panicle 66.00 1214 Welder Qualification 62.00 2312 Dye Penetrant 66.00 1215 Other 62.00 Sampling Material & Field Testing Steel Shop - Non - Destructive Testing 5023 Structural Steel Sampling Technician 2210 Ultrasonic 66.00 (include. mileage within 40 mile radius 2211 Magnetic Panicle 66.00 of Lab). per hour 52.00 2212 Dye Penetrant 66.00 3014 Field Testing Technician. per hour 52.00 Steel Field - Visual Inspection Special Services ' 1310 Weld -Frame 62.00 9602 Registered Engineer Support per hour 125.00 1311 Weld -Deck 62.00 9110 Reports, each 1.75 1312 Weld -Rebar 62.00 9106 Administrative Support for 1313 Weld - Shoring 62.00 Special Projects +15 %of Hourly Rate 1314 Weld- Miscellaneous 62.00 4416 Rental of Equipment Cost +25% 1315 High Strength Bolts 62.00 2444 Outside Services Cost + 25% 1316 Curtain Wall 62.00 9702 Outside Coring Service Cost +25 °.'0 1317 Procedure Qualification 62.00 2018 Seismic Evaluation By Quote 1318 Welder Qualification 62.00 3710 Inhouse Coring Service, per hour 110.000 1319 Precast Panel 62.00 o' °M F Effective 9/1/95 • cQ D4 . Southern California Area �VV►0 Concrete • Cylinder Pick -Up Task Cost Cylinder Pick -up within 40 -mile radius of Los Angeles or .Anaheim Laboratory 6:30 a.m. to 5:00 p.m., Monday through Friday - per sample ...................................... ............................... 5000..... ............................... $8.00 Before 6:30 a.m. and after 5:00 p.m. and Saturday, Sunday, and Holidays - per sample ................... 5001;5002........1.......... I................. 16.00 MinimumPick -up Charge .......................................................................................... ........_..................._.. 5003....._... ........................_.20.00 Cylinders, Beams & Cores Compression Test. 6" x 12" cylinders, including hold. ASTM C 39. tach• ........ ............................................... 3300 ................................... - 12.00 Weight per cubic foot of lightweight concrete cylinders, each ............................................ ............................... 4303........ ............................... 5.00 Compression Test. 2" - 4" - 6" Cores. ASTM C 42. each ......................... ............................... ...........................4311 .................. - ........... ...... 35.00 _ In Laboratory Core Cutting, each... .... _ .... .... _ ....... ...... ___ ............ - ..................... ..................... ............ .......... 4312 ...... ............................... 40.00 Flexure Test. 6" x 6" beams- ASTM C 78. each .................................................................. ............................... 4304...... ............................... 50.00 Pick -Up of Flexural Test Beams, each ...................................................... ............................... ...........................5021 ...... ............................... 25.00 Splitting Tensile. 6" x 12" cylinders. ASTM C 496, each .................................................... ............................... 4305........... .......................... 30.00 - Modulus of Elasticity Test - Static, ASTM C 469, each ...................................... ............................... ................4306........... .......................... 70.00 Laboratory Trial Batch Laboratory Trial Batch. ASTM C 192, each ........................................ - ........................................ .... ................. 4309................................... 330.00 Shrinkage Length Charge (3 bars. 4 readings, up to 90 days). ASTM C 157 M odi6 ed ....................................................... 430' ................................ _ 230.00 Additional Reading, per set of 3 bars .................................................. -.. ............................... ............................. 4308 _.. ......................- ........ 35.00 Storage over 90 days. per set of 3 bars. per month ............................................................... ............................... 4308...... ............................... 35.00 Pick- upiDeliver Shrinkage Molds/Samples. per set ........... ......................................... ......................... ............... 5020 .................. .................. 30.00 i - Mix Design Mix Design. Determination of Proportions. each ........................... ..... ........ ....................... . ........................... ..... 9500 ............... ...................... 75.00 Mix Design, Determination of Proportions, Requiring Same Day Set ' ice .............................. ...........................9501 ........... ..........................95.00 Amend or Retype Existing Mix Designs not involving calculations. each .............................. ...........................9503 ........... .......................... 40.00 Review Mix Design prepared by Others. each ..................................................................... ............................... 9504...... ............................... 65.00 Preparation of Special Strength Documentation for Mix Design, each .... ........................................ - .............. _ 950....... ............................... 85.00 Aggregates Basic Tests Sieve .Analysis -- Processed leach size); ,ASTM C 136. each ............................................ ............................... Sieve.Analysis -- Pit Run. each .................................. ............ .... ........ ..... - .......... ............................................. Specific Gravity, Coarse. ASTM C 127, each ................................... ............................................................ _ Specific Gravity, Fine, ASTM C 128, each ....................................................................... ............................... Absorption. ASTM C 127, each ........................................................................................ ............................... Absorption. ASTM C 128. each. ..................................................... ......... ......................... .. * . ... ...... * ........... Unit weight per Cubic Foot, ASTM C 29, each .............................................................. ............................ Deleterious Materials OrganicImpurities. ASTM C 40. each .............................. _ ............ ...................................................................... Clay Lumps and Friable Panicles, ASTM C 142, each ........................................................... ............................... Material Finer than No. 200 Sieve, ASTM C 117, each ........................ ............................................................... - Coaland Lignite. ASTM C 123, each ..................................................................................... ............................... SoftPanicles, ASTM C 235. each ........................................................................................... ............................... • Acid Solubility, each ......................................... ............................... 'Additional charges will be made for off-hours or weekend testing 6 Cost .......... ............................... 25.00 .............. .......................... 60.00 ......... .- ............................. 30.00 .......... ............................... 90.00 .......... ............................... 60.00 .......... ............................... 30.00 Effective 9 /1/95' `a� `�` • Aggregates -- Cont'd. Southern California Area L J Physical Properties Cost Soundness - Sodium or Magnesium (5 cycle). ASTM C 88. each ............................................................................... ............................... S 125.00 L.A. Rattler 100 & 500 cycles. ASTM C 131, each ......................................................................................................... ............................... 100.00 Potential Reactivity (Chemical Method 3 Determinations), ASTM C_89, each .................................... ............................... .........................350.00 Potential Reactivity (Mortar Bar Method), ASTM C 227, each... ................................................................................................................... 400.00 Percent Flat or Elongated Particles, CRD C 119. each ....................................................................................................... ............................... 90.00 Percent Crushed Particles, Calif. 205, each ........................................................................................................................ ............................... 60.00 State Tests CleannessValue, Calif. 227. each .......... ......... ....................... ..................................... ............ ........ ....... ... ............. __ ....................................... 95.00 DurabilityIndex, Calif. 229, each ............................................................................................................ ............................... ..........................90.00 Sand Equivalent (average of 3), Calif. 217. each ..................................................................................... ............................... .......................... 75.00 Clay by Hydrometer Methods, ASTM D 422. each ................................................................................. ............................... .......................... 70.00 Aggregate Tests for Mix Design Bend Test. No. 1 I Bar or Smaller, each .................................................... ............................... ...........................4601 Including Sieve Analysis. Specific Gravity. No. 200 Wash. 07came Impurities and 17.00 Weichi per cubic toott per aggregate size ......................................................................................... ............................... .......................... 70.00 Sample Preparation, all aggregate Tests. per hour ........................................................................................................... ............................... 40.00 Pick -up aggregate. each sample ......................................................................................................................................... ............................... 45.00 Reinforcement 4604...... ............................... 0 Reinforcing Steel ASTM A 615 Task Cost Tensile Test. No. 11 Bar or Smaller, each ............................................................................ ............................... 4600... ............................... S 24.00 Bend Test. No. 1 I Bar or Smaller, each .................................................... ............................... ...........................4601 ...... ............................... 17.00 TensileTest No. 14 Bar. each .............................................................................................. ............................... 4602...... ............................... 55.00 TensileTest No. 18 Bar, each .............................................................................................. ............................... 4603...... ............................... 65.00 Sampling and Tagging at Fabricators Plant (40 -mile radius from Laboratory) 4609...... ............................... 80.00 6:30 a.m. to 5:00 p.m.. Monday through Friday - per sarr,: ie .......................................... 4610...... ............................... 16.00 Before 6:30 a.m. and after 5:00 p.m. and Saturday, Sundae. and Holidays - per sample ............................ 5006...... ............................... 25.00 MinimumSample Charge, per trip ............................................................................... ............................... 5008...... ............................... 45.00 Pick -up Rebar Samples at Jobsite - per sample .................................................................... ............................... 5024...... ............................... 16.00 Welded Specimens Tensile Test Welded. No. I I Bar or Smaller. each .............................................................. ............................... 4604...... ............................... 35.00 Tensile Test- Welded. No. 14 Bar, each ............................................................... ............................... ................4605........... ..........................65.00 Tensile Test Welded. No. 18 Bar, each ............................................................................... ............................... 4606...... ............................... 80.00 Tensile Test. Mechanically Spliced Bar. each ...................................................................... ............................... 4608...... ............................... 95.00 NickBreak Welded Re -Bar. each ........................................................................................ ............................... 4607...... ............................... 55.00 Prestress Tensile Test and Elongation in 24" for Prestress Strand, ASTM A 416, each ..................... ............................... 4609...... ............................... 80.00 Tensile Test and Elongation in 10" for Prestressing Wire, ASTM A 421, each ................... ............................... 4610...... ............................... 45.00 Modulus of Elasticity (Prestressing Wire), each ....................................... ............................... ...........................4611 .... ............................... 100.00 Pick -up Post Tension Cables. per sample ............................................................................. ............................... 5025 ...... ............................... 16.00 Note: Attachments to be famished by client r 1 J 8 'Effective 9/1,,95 • cQ Southern California Area = ;1�� MPP Construction Materials _� Brick ASTM C 67 Task Cost Modulus of Ruoturc f flerurel, each ...............................................::......... ............................... ...........................4201 ... ............................... $25,00 - Compressive Strength. each ................................................................................................. ............................... 4200...... ............................... 25.00 Absorption - 5 hour or 24 hour, each ................................................................................... ............................... 4205...... ............................... 20.00 ' Boil. 1. 2 or 5 hour. each ...................................................................................................... ............................... 4206...... ............................... 20.00 -I initial Rate of Absorption. each .... ............... : ................................................................ ............................... 4204........... ..........................20.00 Efflorescence, each ............................................................................................................... ............................... 4207........... .......................... 25.00 Dimensions, overall. coring, shell and web thickness, per brick .......................................... ............................... 4202...... ............................... 20.00 Coefficient of Friction (slip test). each ................................................................................. ............................... 4203...... ............................... 80.00 - Cores. Compression. each .................................................................................................... ............................... 4208........... ..........................35.00 Cores. Shear, 6" and 8" Diameter. '- Faces, per core ...... .... ............... ..- ..... ............. ...... ..... ......... ..... ................... 4209..................................... 45.00 Pick -up Brick Samples. each ................................................................................. ............................... ...............5009............ ........................... 8.00 Concrete Block ASTM C 140 Moisture Content as Received. each .......................................................... ............................... ...........................4211 ........... .......................... 20.00 -� Absorpt ion, each... ......... ..................................................................................................................................... 4212 ........................ ............ 25.00 Compression. each... .............................................................................. ............................................................. 4210 ...... .................... ......... 30.00 Shrinkage. Modified British. ASTM C 426. each ................................................................ ............................... 4213...... ............................... 65.00 ,I Compression. 4" - 6" - 8" Cores. each.. ............................................... I ............................................................... 4311 ...... ............................... 35.00 Pick -up Block Samples. each ........ .................................. ............... .... ... .... ..... ......... ........... ...... ......... .... .............. 5010 ........ ....... ......... ........... - 10.00 Masonry Prisms ASTM E 447 .I Compression Test. Grouted Prisms. each ............................................................................. ............................... 4218.... ............................... 130.00 .............................................. ............................... Cutting Prisms. when requested .......................................... .. 421 9 ............................. -By Quote Pick -up Prisms - within a 40 -mile radius of laboratory, each .................... ............................... ...........................5013 ...... ............................... 35.00 Mortar & Grout UBC St'd 24 -22 & 24 -28 2" x 4" Mortar Cylinder. each ....................................................................... ............................... 4214...... ............................... 16.00 •Compression, Compression. 3" x 6" Grout Prisms, each.. .................................... .... ...... ....................... ....... ........................ 4216 ............................ ........ 22.00 Compression Test. 2" Cubes. ASTM C 109. each ................................................................ ............................... 4215 ...... ............................... 45.00 Pick -up Mortar and Grout Samples, each .......................................... ............................... ..........................5011 / 5012....... ............................... 8.00 1 Pick -up Grout Cubes, each ................................................................................................... ............................... 5015........ ............................... 8.00 Lightweight Roof Fill ASTM C 495 `i Compression Test each ........................................................................................................ ............................... 4380........... .......................... 20.00 JDensity. each ........................................................................................................................ ............................... 4381........... ..........................15.00 Gunite & Shotcrete 'I Compression. '- ". 4 ", 6" Cores. ASTM C 42. each ............................................................... ............................... 4314...... ............................... 35.00 jPick -up Gunite Field Sample (40 -mile radius) less than 1001bs., each ................................... ....... .................... 5017 ................. .................... 25.00 Pick -up Gunite Field Sample (40 -mile radius) more than 100 lbs., each ............................. ............................... 5018...... ............................... 50.00 Pick -up Shotcrete Cores ....................................................................................................... ............................... 5016......... ..........................18.00 I, _I Rooting Tile Rooting Tile Breaking Strength per U.B.C.. each ................................................. ............................... ...............4702............ .........................'_0.00 RoofingTile Absorption. each ............................................................................................. ............................... 4700........... .......................... 20.00 Roofing Tile AdditionaVSpecial Tests ................................................................................. ............................... 4701 - ............................. By Quote Slate Modulusof Rupture, each .................................................................................................................. ................A806........... ..........................35.00 JModulus of Elasticity, each ...................... ........... 4805........... ..........................55.00 WaterAbsorption. each .................. ........................................................ ................................... - ................. .... ... 4807 ................................ ..... 30.00 Weathering, each .................................................................................................. ............................... ................4808........... ..........................35.00 Fireproofing Tests J Field Sampling by Technician. per hour .............................................................................. ............................... 3210........... ..........................47.50 . . Oven Dry Density, per sample ............................................................................................. ............................... Pick -up Fireproofing Samples, per sample ........................................ - ........ .................... ............. 4350........... .......................... ........ .............. .5014 .... ... ....... ............... 30.00 ..... ..... 8.00 8 � •Effective ' 9/1/95 Dk L Southern California Area o� " General Laboratory Laboratory Manpower Task Cost* JRegistered Professional Engineer. Laboratory, per hour ........................... ............................... ...........................3011 . ............................... S 125.00 Laboratory Supervisor, regular time, per hour ..................................................................... ............................... 3012...... ............................... 65.00 overtime, per hour ............................... ...................................... .... ................................. 302'_ ...... .......................... ..... 97.50 Test Technicians — Laboratory, reeular time, per hour ............................. ............................... ...........................3013 ...... ............................... 47.25 Iovertime, per hour .................................. ............................... ...........................3023 ...... ............................... 71.25 Test Technicians — Away from Lab, regular time, per hour ................................................ ............................... 3014 ...... ............................... 52.00 mileage ..................................................................... ............................... 2 986............ .............................60 1 Add for equipment used away from Lab, per hour ...................................................................................................... ............................... By Quote Unreinforeed Masonry Building Tests In -Place Shear (Push) Tests .................................................................................................. ............................... 4809 ............................... By Quote 15 Degree Core Shear Tests ......................................................................................................................................... ............................... By Quote WallAnchors ......................................................... ........................................................ - ...................................................................... ...... By Quote Testing Machines Testing Machine with Operator in Laboratory 60,000 to 120.000 Pound Machine (Universal) 30 Minutes including set -up time. Minimum .................................... ............................... ...........................4413 .... ............................... 1 10.00 60 Minutes including set -up time. Minimum .................................... ............................... ...........................4413 .... ............................... 160.00 440.000 Pound Machine (Universal) 30 Minutes including set -up time. M inimum ...................................... ....... -... ....... ................... .................. 4414................................... 110.00 60 Minutes including set -up time. Minimum ............................................................... ............................... 4414.... ............................... 160.00 LoadTests .................................................................................................................... ............................... 4405.. .............................By Quote 600.000 Pound Machine (Compression only) 30 Minutes including set -up time, Minimum ............................................................... ............................... 4415.... ............................... 140.00 60 Minutes including set -up time. Minimum ............................................................... ............................... 4415 .... ............................... 195.00 Wire Rope WireRope 0 through I" diameter. each ............................................................................................................................. ............................... 60.00. WireRope I through 2" diameter. each ............................................................................................................................. ............................... 65.00 WireRope over 2" diameter, each .................................................................................................................................. .............................By Quote Calibration of Skidmore - Wilhelm Device & Torque Wrench ' Calibration of Skidmore - Wilhelm Device. in Lab ..................................... ............................... ...........................4403 ...... ............................... 65.00 Calibration of Torque Wrench, each bolt size (3 required) .................................................. ............................... 4404........... ..........................60.00 Calibration of Hydraulic Jacks FirstJack .............................................................................................................................. ............................... 4400...... ............................... 85.00 EachAdditional Jack ( same time) ................................................................ ............................... ................4401 ........... .......................... 65.00 Note: Extra handling charges will be made on any ram or pump too heavy or bulky for one man to lift. APIGauge Calibration. each ............................................................................................................................................ ............................... 140.00 HydrostaticTests .............................................................................................................................................. ............................... By Quote Manhole Cover Tests, (L.A. City) 1 -3, each .................................................................................................... ............................... ........................... 4423 ...... ............................... 90.00 Morethan 3, each ................................................................................................. ............................... ................4424........... .......................... 70.00 Mechanical Testing Services ' Tensile Test -- No Strain Measurement- Yield by Halt of Dial - Upto 100,000 lb., each ...................................................................... ............................... ...........................4411 ...... ............................... 30.00 100,00 1 to 200.000 lb., each ............................................................. ............................... ...........................4412 ........... .......................... 45.00 Over200.000 lb., each .................. ....................................................................................................................................... - .............. By Quote Tensile Test — Mechanical Non - Printout Extensometer for Strain, each ........................................................................... ............................... 20.00 Tensile Test — Electronic Extensometer with Recorded Printout, 1 test ............................................................................ ............................... 40.00 Morethan i test ........................................................................................................................................................... ............................... By Quote Load Tests. Flexural, Bend, Impact. Axial, Racking .................................................................................................... ............................... By Quote - Strain Gauge Testing ............................................................................................................ ............................... 4418 ............................... By Quote BendTess. each .................................................................................................................................................................. Note: Sockets furnished by client ............................... 15.00 • Salt Spray SetUp ................................................................................................................................... ............................... 4408...... ............................... 70.00 24 Hours, per panel .............................................................................................. ............................... ................4407........... .......................... 25.00 I I , Effective 9/1/95 :l 1� 10 0 (? a n_1 • Southern California Area Curtain Wall and Window Wall Services Mock -Up Performance Testing -- 70 ft. Wide x 45 ft. High Maximum Size. Inspection and Testing Cost Special Curtain Wall Evaluation. per hour ...................................................................................................................... ............................... S85.00 CurtainWall Attachment per hour .................................................................................................................................... ............................... 50.00 Exterior Skin from Swing Stage i2 men). per hour .......................................................................................................... ............................... 110.00 Caulking, Sealants, Adhesives, per hour ............................................................................................................................ ............................... 85.00 Coatines. Paint ............................................................................................................................................................. ............................... By Quote ChemicalAnalysis ........................................................................................................................................................ ............................... By Quote Materials Evaluation .............................By Quote Glass, Granite, Metal Claddine. Caulking, Paint Coatings ............................... By Quote AdhesiveBond... .... ........................................ ..................................................................................... .................... ........................ By Quote Field Water Test, AAMA 50 1.2, per hour ........................................................................................................................ ............................... too.00 Static Water Infiltration. ASTM E 331 ................................................................................................................. ............................... By Quote Static Air Infiltration, ASTM E 283 ..................................................................................................................... ............................... By Quote SeismicStructural Loading ............................................................................................................................................ .............................By Quote Structural Performance ASTM E 330 ................................................................................................................... ............................... By Quote Concentrated Load Testing twindow washer. etc.) ...................................................................................................... ............................... By Quote Stress and Rupture - Stone and Granite ........................................................................................................................ ............................... By Quote DvnamicWater Infiltration ....................................................................................................................................... ............................... $1.000 Water Penetration By Cyclic Air Pressure. ASTM E 547 .................................................................................... ............................... By Quote Special Testing Multi- Channel Computer Aided Data Acquisition of- Accelerat ion....................................................................................................-............................................................ ............................... By Quote Vibration--- .... ....... - ..... ..... ..... ........ ............. .... .......... ___ .................... ............ .._ .................................. ... .............................................. .. By Quote Movements(1.0001 inch) ........................ ............................. ............................... -...................................................................................... By Quote Pressure........................................................................................................................................................................ ............................... By Quote MachineControl Movement ......................................................................................................................................... ............................... By Quote Temperature.................................................................................................................................................................. ............................... By Quote StrainGauge ................................................................................................................................................................... .............................By Quote Stress.analysis ............................................................................................................................................................. ............................... By Quote to O4t A. ` ` Effective 9/1/95 D k'W Southern California Area 60.00 e ...........................7211 ...... ............................... 55.00 06 ............................... 7 212............ ........................ 5. De Geotechnical Services ............................... 7240...... ............................... 58.00 Geoservices - A division of Smith -Emery Company ............................... Soils -- Foundations -- Geology Professional Services Foundation/Geological Investigations/Environmental Assessments Task Cost _ FieldExploration .......................................................................................................................................................... ............................... By Quote SiteAssessments Phase I & 11 ...................................................................................................................................... ............................... By Quote • Professional Staff Pick- uptDeliverv, per hour ................................................................................... ............................... ................1215........... Consultan4per hour ............................................................................................................. ............................... 7200.. ..............................5 125.00 - Principal. per hour ..................................................................................... ............................... ...........................7201 ........... .......................... 95.00 Associate Engineer/Geologist per hour ............................................................................... ............................... 7202...... ............................... 90.00 SeniorEngineer /Geologist, per hour .................................................................................... ............................... 7203...... ............................... 35.00 ProjectEngineer / Geologist ................................................................................................... ............................... 7204........... .......................... 75.00 Staff EngineeriGeologist. per hour ....................................................................................... ............................... 7205...... ............................... 65.00 Expert Witness Testimony Preparation for Court Consultations. per hour .......................................................................................................... ............................... 150.00 CourtAppearance, per day ..................................................................................................................................... ............................... 1200.00 CourtAppearance per half day ........................................................................................................................... ............................... 600.00 Plus actual expenses when out- of-town Supervising Technician (Laboratory & Field), per hour ...................................... ............................... ................ 7214 ..................................... 60.00 Senior Technician (Laboratory & Field), per hour .................................... ............................... ...........................7211 ...... ............................... 55.00 Technician (Laboratory & Field). per hour .......................................................................... ............................... 7 212............ ........................ 5. De Environmental Technician (Laboratory & Field), per hour .................................................. ............................... 7240...... ............................... 58.00 Administration. Supervision & Reports ...................................................................................................... ............................... 15 0.5 of hourly rates Professional Services Illustrator, per hour ............................................................................................................... ............................... 7206...... ............................... 45.00 WordProcessor, per hour ..................................................................................................... ............................... 7208...... ............................... 40.00 OfficeSupport, per hour ....................................................................................... ............................... ................7207........... .......................... 35.00 Pick- uptDeliverv, per hour ................................................................................... ............................... ................1215........... .......................... 35.00 OutsideServices ............................................................................................................................. ............................... ...........................Cost -'_0 °4 Minimums Show -up time, no work performed. 2 -hour minimum charge. For field service calls, 4 -hour minimum charge. Travel Time Charged at appropriate hourly rate. No vehicle hourly charge. Time and One -Half Over 8 -hours per day. All day Saturday. Double Time Sundays and Holidays. 11 10 0 Effective 9/1/95 Southern California Area Geotechnical Services Cont'd. Laboratory Tests Soils Cost SieveAnalysis, Coarse, ASTM C 136, each ................................................................................................................... ............................... $70.00 Fine(including wash). ASTM C 117, each ...................................................................................... ............................... .......................... 70.00 HydrometerAnalysis. ASTM D 422, each ............................................................................................... ............................... .......................... 70.00 SpecificGravity for Soils, ASTM D 854, each .................................................................................................................. ............................... 40.00 AtterbergLimits, ASTM D 4318 ....................................................................................................................................... ............................... 90.00 Moisture - Density relations of Soils. ASTM D 698. D 1557, State 216 ........................................................................... ............................... 120.00 ConsolidationTest, ASTM D 2435 .................................................................................................................................. ............................... 165.00 7000 UnconfinedComperssion Test. ASTM D 2166 ................................................................................................................. ............................... . 90.00 ExpansionIndex. UBC- 29- 2 .............................................................................................................................................. ............................... Direct Shear TesL ASTM D 3080 ............................... ..........................45.00 Unconsolidated, Undrained. I point ........................................................................................................................... ............................... 50.00 Consolidated. Undrained, I point .............. - ...... ......... .................. .... .... ...... .... ................ .... ....... ........ .... ...... .... ..... .... ..... ....... ... ....... .......... . 65.00 Consolidated, Drained, 1 point ................................................................................................................................. ............................... 100.00 Permeability, constant head, ASTM D 2 434 .................................................................................................................... ............................... 150.00 Permeability, falling head. ASTM D 2434 ....................................................................................................................... ............................... 175.00 IndexTests not listed .................................................................................................................................................... ............................... By Quote Asphaltic Concrete Aggregate Base & Asphalt Stability Tests Absorption, Coarse. ASTM C 127, each .................................................................................................. ............................... ..........................45.00 Lab -mixed - Calif 304. each....ach .......................................................................................................... Fine. ASTM C 128. each ............................................ - ................................................... ......... ............................. ................... ................. 55.00 ......................... 150.00 Specific Gravity. bulk SSD, coarse. ASTM C 127. C 117, each ........................................................................................ ............................... 55.00 Maximum Density Fine. ASTM C 128, each .................................................................................................................. ............................... .......................... 75.00 •Sand CleannessValue. Calif. 227, each ...................................................................................................................................... equivalent (average of 3) Calif. 217. ASTM D 2419, each ............................................................. ............................... 95.00 ............................... .......................... 75.00 Marshall. Pre -mixed - ASTM D 1559, each ............................................................................................................. Durabilityfactor. Calif. 229 - Coarse. each ............................................................................................. ............................... ..........................90.00 ............................... 125.00 Fine, each .................................................................................................................................................................... ............................... 90.00 j Maximum theoretical unit weight (Rice Gravity) ASTM 2041, each ................................................................................ Sodium or Magnesium soundness, (5 cycles), ASTM C 88, each .................................................................................... ............................... 125.00 By Quote LosAngeles Rattler, ASTM C 131. each ......................................................................................................................... ............................... 100.00 PenetrationASTM D 5, each .............................................................................................................................................. SulfateContent, each ................................................................................................................................................... ............................... By Quote ............................... 25.00 "R" (Resistance) Value. Calif. 301, ASTM D 2844. each ......... ..................................... .............................................. ........................ ........ 175.00 Technician and equipment Asphalt Cores only, per hour (includes travel) ........................................................................ ­R" (Resistance) Value, lime treated or requiring recombining, each .............................................................................. ............................... 200.00 ............................... 3.50 BearingRatio, ASTM D 1883. each ................................................................................................................................. ............................... 350.00 Plate Bearing Test, ASTM D 1195, D 1196. each ........................................................................................................ ............................... By Quote Asphaltic Concrete Stability Tests Hveem, Pre -mixed - Calif. 304, each ........................................................................................................................ ............................... 150.00 Lab -mixed - Calif 304. each....ach .......................................................................................................... 200.00 MHveem. arshall, Pre -mixed -ASTM D 1559, each ................................................................................... ............................... ......................... 150.00 Marshall, Lab -mixed - ASTM D 1559. each ...................... ............................... ... ............................... ... 200.00 Maximum Density Hveem, Pre -mixed -Calif 366. each ........................................................................................................................ ............................... 100.00 Hveem, Lab -mixed - Calif. 366, each ....................................................................................................................... ............................... 125.00 Marshall. Pre -mixed - ASTM D 1559, each ............................................................................................................. ............................... 100.00 Marshall, Lab -mixed - ASTM D 1559, each ............................................................................................................ ............................... 125.00 j Gradation on extracted sample (including wash) Calif. 202, each ........................................................... ............................... .......................... 75.00 j Maximum theoretical unit weight (Rice Gravity) ASTM 2041, each ................................................................................ ............................... 75.00 Complete Asphalt Concrete Mix Design (Hveem or Marshall), each .......................................................................... ............................... By Quote Extraction, % Asphalt, ASTM D 2172 (Method B) or Calif. 310. excluding ash correction, each .................................... ............................... 60.00 PenetrationASTM D 5, each .............................................................................................................................................. ............................... 60.00 . Asphalt Core Density, each ................................................................................................................................................ ............................... 25.00 Coring Technician and equipment Asphalt Cores only, per hour (includes travel) ........................................................................ ............................... 60.00 Asphalt concrete cores, Field or Laboratory, per inch .......................................................................................................... ............................... 3.50 12 Welded Specimens Tensile Test. Welded, No. 11 Bar or Smaller. each ..................... ................................................. ................. .................................................. - 35.00 TensileTest, Welded, No. 14 Bar. each... ............................................................................................................... ................................... ..... 65.00 TensileTest, Welded, No. 18 Bar, each ............................................................................................................................. ............................... 80.00 Tensile Test, Mechanically Spliced Bar. each .......................................................................................... ............................... ..........................95.00 NickBreak. Welded Re- Bar. each ............................................................................................................ ............................... .......................... 35.00 Weld Procedure Qualification and Welder Qualification Weld Tensile Test. each ...................................... ............................... Weld Bend Test. each ........................................ ............................... Machining for Weld Test, 1/2" thickness and less. each ................... Machining for Weld Test, over 12" thickness, each .......................... Weld -Macro Etch, each ...................................... ............................... Weld- Fracture Test, each .................................... ............................... Weld - Radiographic ............................................ ............................... ReportCharge ..................................................... ............................... Brazier Qualification .......................................... ............................... Rush Turnaround, 50% Surcharge ..................... ............................... Rush Turnaround 100% Surcharge ................... ............................... 13 ............................ ............ - ..... ... 6932 ...... ............................... y�14 EM 4 • 24.00 � Effective 9/1/95 �'c Southern Califo rnia Area ..................... ... 50.00 = 50.00 ....................... ...........................6929 ...... ............................... 30.00 .......................................................... ............................... Mpp� ............ ............................... .......9110.................... Minimum 40.00 " Metal ....................... ...........................6935 ............................... • - Metallurgical Services Task Cost Product Failure Investigations - Engineer. per hour ............................................................. ............................... 6925 ............................... 5 150.00 _ SamplePreparation, per hour ............................................................................................... ............................... 6917...... ............................... 60.00 _ Special Preparation ...................................................................................................................................................... ............................... By Quote Photomicrographs50x- 2000x. each... .... ........ ......................... ... ........ ............ ...... ...................... ................ 6922 ..... ............................. . 20.00 WithNegative. each ........... ............................. .............................................................. - ..... ................. .............. 6923 .................................. ...24.00 PhotomacrographsIx -40x. each ................................................... .......... - ................. ............ ............................. 6912 ..................................... 20.00 WithNegative. each . ... ............. ........................... - .................. .... .... ... .......... ...... - ....... ....................................... 6913 ........ .......... .............. -... 24.00 MetallurgicalEngineer. per hour .......................................................................................... ............................... 6933.... ............................... 110.00 - Metallurgical Technician, per hour ...................................................................................... ............................... 6919...... ............................... 60.00 MachiningCoupons - 1/2 inch or less ................................................................................. ............................... 6910...... ............................... 35.00 Machining Coupons -- Over 1/2 inch, less than I inch ...... ............. - ................... ......... ...... ......... ......... .............. 6911 ...... ............................... 50.00 MachiningCoupons •- Over 1 inch ..................................................................................... ............................... 6908............ ......................... 70.00 - Tensile Test -Under 100.000 lb.. each ............................................................................... ............................... 6926...... ............................... 35.00 Tensile Test -- Electric Extensometer. each ......................................................................... ............................... 6934...... ............................... 60.00 ' Hardness Tests Brinell. Rockwell (Standard or Superficial), each... ...................... - ...... . ........................ ......... 6905 ....... ......... ......... __ ...... 20.00 MachineCharpies ................................................................................................................. ............................... 6909........... .......................... 50.00 Charpy Impact - Ambient Temperatures. each... ................................................................................................ 6902 ...... ............................... 12.00 Charpy Impact •- Reduced Temperatures, each.., .................................................................... .................... ...... 6903 ................................ .... 24.00 Load Tests (Proof Load. Flexural, Stress - corrosion. etc.) ........... ............ ............. .... ....... ....... ..................... ........ 6907 ............................... Bv Quote Photocopyand Enlarging .............................................................................................................................................. .............................By Quote MetallurgicalMount, each .................................................................................................... ............................... 6914...... ............................... 40.00 Microscopic Plating Thickness. each ........................................................ ............................... ...........................6924 ...... ............................... 45.00 Metallurgical Outside Laboratory ........................................................................................ ............................... 6916.- .......... ........... .... B% Quote MicrohardnessSurvey .............................................................................. ............................... ...........................6921 ............................... By Quote CourtAppearance. 1/2 Day ....................................................................... ............................... ...........................6903 -.. ............................... 800.00 ' Court Appearance, Full Day ................................................................................................. ............................... 6904.. ............................... 1600.00. Mileage. per mile ...................................................................................................................................................................... .............................60 HeatTreatment to 1 hour ...................................................................................................... ............................... 6906...... ............................... 35.00 Heat Treatment, Additional hours. per hour ...................................................................................................................... ............................... 15.00 BendTest. Sheet ................................................................................................................... ............................... 6927...... ............................... 10.00 BendTest. Plate. ..................................................................................... .......................... ..... ........................... 6900 ............................... By Quote CoatingWeight ................................................................................................................... ............................... 6904........... ..........................40.00 Chemical, analysis ........... .................................................................. ........................... ................... ... .............. ...69'_0..................................... 60.00 Welded Specimens Tensile Test. Welded, No. 11 Bar or Smaller. each ..................... ................................................. ................. .................................................. - 35.00 TensileTest, Welded, No. 14 Bar. each... ............................................................................................................... ................................... ..... 65.00 TensileTest, Welded, No. 18 Bar, each ............................................................................................................................. ............................... 80.00 Tensile Test, Mechanically Spliced Bar. each .......................................................................................... ............................... ..........................95.00 NickBreak. Welded Re- Bar. each ............................................................................................................ ............................... .......................... 35.00 Weld Procedure Qualification and Welder Qualification Weld Tensile Test. each ...................................... ............................... Weld Bend Test. each ........................................ ............................... Machining for Weld Test, 1/2" thickness and less. each ................... Machining for Weld Test, over 12" thickness, each .......................... Weld -Macro Etch, each ...................................... ............................... Weld- Fracture Test, each .................................... ............................... Weld - Radiographic ............................................ ............................... ReportCharge ..................................................... ............................... Brazier Qualification .......................................... ............................... Rush Turnaround, 50% Surcharge ..................... ............................... Rush Turnaround 100% Surcharge ................... ............................... 13 ............................ ............ - ..... ... 6932 ...... ............................... 35.00 ................... ............................... 6027...... ............................... 24.00 ...................................... I........... 6910...... ............................... 35.00 ........................... ........... .......... - 6911 ... .. ....... ..................... ... 50.00 ................... ............................... 6930...... ............................... 50.00 ....................... ...........................6929 ...... ............................... 30.00 .......................................................... ............................... By Quote ............ ............................... .......9110.................... Minimum 40.00 ....................... ...........................6901 ........... .......................... 75.00 ....................... ...........................6935 ............................... By Quote 6936 ............................... By Quote • • - __ ►1 GEOTECHNICAL AND MATERIALS TESTING SERVICES MACARTHUR BOULEVARD WIDENING - SEGMENT 1 THIS AGREEMENT, entered into this om6 day of 222arrJ�J 1996, by and between the CITY OF NEWPORT BEACH, a municipal corporation, (hereinafter referred to as "CITY ") and SMITH -EMERY COMPANY, whose address is 5427 East LaPalma Avenue, Anaheim, CA 92807 (hereinafter referred to as "CONSULTANT ") is made with reference to the following: RECITALS: A. CITY is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the Statutes of the State of California and the Charter of the City. B. CONSULTANT is a private consulting firm organized under the laws of the State of California to conduct the business of providing professional geotechnical and materials testing services to public and private entities. C. CITY has identified the widening of MacArthur Boulevard between Pacific Coast Highway and Ford Road as a project resulting in substantial public benefit and improvement to the City's transportation and circulation system. CITY has awarded Contract No. 2825(C) to Griffith Company for construction of Segment 1 of the MacArthur Boulevard Widening project which extends from Pacific Coast Highway to approximately 1000 feet northerly of San Joaquin Hills Road. D. CONSULTANT has submitted a proposal dated January 25, 1996, offering to provide geotechnical site inspection and material testing services during construction operations to be performed under Contract No. 2825(C). E. CITY desires to accept CONSULTANT's proposal dated January 25, 1996, to provide such geotechnical site inspection and material testing services. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: SECTION 1. TERM The term of this Agreement shall commence on the date written above and shall terminate on June 30, 1997, unless terminated earlier as set forth herein. SECTION 2. SERVICES TO BE PERFORMED BY THE CONSULTANT CONSULTANT shall complete all services and work as outlined herein and more fully described in the Proposal No. 1437/96 dated January 25, 1996, attached hereto and identified as Exhibit "A ". 0 SECTION 3. COMPENSATION TO CONSULTANT CONSULTANT shall be compensated for services performed pursuant to this Agreement in the amount and manner set forth in Exhibit "A ", the Proposal, which is attached hereto and incorporated herein by this reference. Billing shall be on a time and materials basis according to the standard rates set forth in Exhibit A and shall not exceed $78,430.00 without further written authorization. SECTION 4. STANDARD OF CARE CONSULTANT agrees to perform all services hereunder in a manner commensurate with the community professional standards and agrees that all services shall be performed by qualified and experienced personnel who are not employed by the CITY nor have any contractual relationship with CITY. SECTION 5. CITY and CONSULTANT intend that the relation between them created by this Agreement is that of employer- independent contractor. The manner and means of conducting the work are under the control of CONSULTANT, except to the extent they are limited by statute, rule or regulation and the express terms of this Agreement. SECTION 6. HOLD HARMLESS CONSULTANT shall indemnify and hold harmless CITY, its CITY Council, boards and commissions, officers and employees from and against any and all loss, damages, liability, claims, suits, costs and expenses whatsoever, including reasonable attorneys' fees, regardless of the merit or outcome of any such claim or suit arising from or in any manner connected to CONSULTANT's negligent performance of services or work conducted or performed pursuant to this Agreement. SECTION 7. INSURANCE Without limiting the CONSULTANT's indemnification of CITY, CONSULTANT shall obtain and provide and maintain at its own expense during the term of this Agreement, policy or policies of liability insurance of the type and amounts described below and satisfactory to the CITY. Such policies shall be signed by a person authorized by that insurer to bind coverage on its behalf and must be filed with the CITY prior to exercising any right or performing any work pursuant to this Agreement. All insurance policies except workers' compensation and professional liability shall add as insured the CITY, its elected officials, officers and employees for all liability arising from CONSULTANT's services as described herein. Prior to the commencement of any services hereunder, CONSULTANT shall provide to CITY, certificates of insurance from an insurance company authorized to do business in the State of California with original endorsements and copies of policies, if requested by CITY, of the following insurance: R I 0 0 1. Worker's compensation insurance covering all employees and principals of the CONSULTANT, per the laws of the State of California; 2. Commercial general liability insurance covering third party liability risks, including without limitation, contractual liability, in a minimum amount of $1 million combined single limit per occurrence for bodily injury, personal injury and property damage. If commercial general liability insurance or other form with a general aggregate is used, either the general aggregate shall apply separately to this project, or the general aggregate limit shall be twice the occurrence limit; 3. Commercial auto liability and property insurance covering any owned and rented vehicles of CONSULTANT in a minimum amount of $1 million combined single limit per accident for bodily injury and property damage. 4. Professional liability insurance which includes coverage for the professional acts, errors, and omissions of the CONSULTANT in the amount of at least $1,000,000. Said policy or policies shall provide that coverage shall not be canceled by either party, or reduced in coverage or in limits except after thirty (30) days' prior notice has been given in writing to CITY. CONSULTANT shall give to CITY prompt timely notice of claim made or suit instituted arising out of CONSULTANT's operation hereunder. CONSULTANT shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work. B. SUBROGATION WAIVER CONSULTANT agrees that in the event of loss due to any of the perils for which it has agreed to provide comprehensive general and automotive liability insurance, that CONSULTANT shall look solely to its insurance for recovery. CONSULTANT hereby grants to CITY, on behalf of any insurer providing comprehensive general and automotive liability insurance to either CONSULTANT or CITY with respect to the services of CONSULTANT herein, a waiver of any right of subrogation which any such insurer of said CONSULTANT may acquire against CITY by virtue of the payment of any loss under such insurance. C. ADDITIONAL INSURED CITY, its City Council, boards and commissions, officers, and employees shall be named as an additional insured under all insurance coverage required by this Agreement, except for workers' compensation and professional liability. The naming of an additional insured shall not affect any recovery to which such additional insured would be entitled under this policy if not named as such additional insured. An additional insured named herein shall not be held liable for any premium, deductible 3 0 0 portion of any loss, or expense of any nature on this policy or any extension thereof. Any other insurance held by an additional insured shall not be required to contribute anything toward any loss or expense covered by the insurance provided by this policy. SECTION 8. PROHIBITION AGAINST TRANSFER CONSULTANT shall not assign, sublease, hypothecate, or transfer this Agreement or any interest therein directly or indirectly, by operation of law or otherwise without the prior written consent of CITY. Any attempt to do so without said consent shall be null and void, and any assignee, sublessee, hypothecate or transferee shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer. The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of CONSULTANT, or of the interest of any general partner or joint venturer or syndicate member or cotenant if CONSULTANT is a partnership or joint venture or syndicate or cotenancy, which shall result in changing the control of CONSULTANT, shall be construed as an assignment of this Agreement. Control means fifty percent (50 %) or more of the voting power of the corporation. SECTION 9. PERMITS AND LICENSES CONSULTANT, at its sole expense, shall obtain and maintain during the term of this Agreement, all appropriate permits, licenses and certificates that may be required in connection with the performance of services hereunder. SECTION 10. REPORTS Each and every report, draft, work - product, map, record and other document reproduced, prepared or caused to be prepared by CONSULTANT pursuant to or in connection with this Agreement shall be the exclusive property of CITY. CITY shall make no use of materials prepared by CONSULTANT pursuant to this Agreement, except for construction, maintenance and repair of the Project. Any use of such documents for other projects, and any use of uncompleted documents, shall be at the sole risk of the CITY and without liability or legal exposure of the CONSULTANT. No report, information or other data given to or prepared or assembled by the CONSULTANT pursuant to this Agreement shall be made available to any individual or organization by the CONSULTANT without prior approval by CITY. CONSULTANT shall, at such time and in such form as CITY may require, furnish reports concerning the status of services required under this Agreement. SECTION 11. RECORDS CONSULTANT shall maintain complete and accurate records with respect to costs, expenses, receipts and other such information required by CITY that relate to the performance of services required under this Agreement. 4 • 0 CONSULTANT shall maintain adequate records of services provided in sufficient detail to permit an evaluation of services. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. CONSULTANT shall provide free access to the representatives of CITY or its designees at all proper times to such books and records, and gives CITY the right to examine and audit same, and to make transcripts therefrom as necessary, and to allow inspection of all work, data, documents, proceedings and activities related to this Agreement. Such records, together with supporting documents, shall be kept separate from other documents and records and shall be maintained for a period of three (3) years after receipt of final payment. SECTION 12. NOTICES All notices, demands, requests or approvals to be given under this Agreement shall be given in writing and conclusively shall be deemed served when delivered personally or on the second business day after the deposit thereof in the United States mail, postage prepaid, registered or certified, addressed as hereinafter approved. All notices, demands, requests, or approvals from CONSULTANT to CITY shall be addressed to CITY at: City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92663 Attention: John Wolter, Project Manager (714) 644 -3311 All notices, demands, requests, or approvals from CITY to CONSULTANT shall be addressed to CONSULTANT at: Smith -Emery Company 5427 East LaPalma Avenue Anaheim, CA 92807 Attention: Laurie Dederian (714) 693 -1026 SECTION 13. TERMINATION Either party may terminate this Agreement at any time and for any reason by giving the other party seven (7) days' prior written notice; notice shall be deemed served upon deposit in the United States Mail, postage prepared, addressed to the other party's business office. In the event of termination due to the fault of CONSULTANT, CITY shall be obligated to compensate CONSULTANT for only those authorized services which have been completed and accepted by CITY. If this Agreement is terminated for any reason other than fault of CONSULTANT, CITY agrees to compensate CONSULTANT for the actual services performed up to the effective date of the Notice of Termination, on the basis of fee schedule contained above, subject to any maximum amount to be received for any specific service. 5 • 0 SECTION 14. COST OF LITIGATION If any legal action is necessary to enforce any provision hereof or for damages by reason of an alleged breach of any provisions of this Agreement, the prevailing party shall be entitled to receive from the losing party all costs and expenses in such amount as the court may adjudge to be reasonable attorneys' fees. SECTION 15. COMPLIANCES CONSULTANT shall comply with all laws, state or federal, and all ordinances, rules and regulations enacted or issued by CITY. SECTION 16. WAIVER A waiver by CITY of any breach of any term, covenant, or condition contained herein shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant, or condition contained herein whether of the same or a different character. SECTION 17. INTEGRATED CONTRACT This Agreement represents the full and complete understanding of every kind of nature whatsoever between the parties hereto and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions hereof. Any modification of this Agreement will be effective only by written execution signed by both CITY and CONSULTANT. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the day and year first above written. CITY OF NEWPORT BEACH, a municipal corporation BY: MAYOR APPROVE AS TO FORM: City ttorney : E ATTEST: y, CITY CLERK CONSULTANT �Y: pmWJ] — SMITH EMERY COMPANYV 6 4EXHIBIT "A" 0 rn kSMITH -EMERY COMPANY The Full Service Independent Testing Laboratory, Established 1904 �L, `7� 5427 East La Palma Ave. \ %W— Anaheim, Cutifrmtia 92807 (714) 693 -to26 Pax (714) 693-1034 Revised 11 March 1996 25 January 1996 Proposal No. 1437/96 City of Newport Beach Department of Public Works 3300 Newport Boulevard Newport Beach, CA 92663 Attn: Mr. Gail Pickart RE: GeoTechnical Site Inspection and Material Testing Services MacArthur Boulevard Wideninn Project - Phase I, Newport Beach, CA Dear Mr. Pickart. As per the Request for Proposal we received from DBl dated January, 11, 1996, Smith -Emery Company is pleased to provide you with this cost estimate for the above mentioned project. At Smith - Emery, your project will be monitored by a Registered Civil Engineer who is responsible for an accurate and timely response on a day to day jobsite situation. The engineer assigned to your project is Mr. JoJo Montes. Further you arc assured of strong technical support from our fill time staff of registered Civil, Geoteclnical and Chemical Engineers. The cost breakdown will give a detailed outline of the estimated budget for the testing and inspection portion of this project. Please note the specially discounted hourly rates marked on page I 1 of our Schedule of17ees, These prices will apply to all soils inspection that you require for your project. For unit testing prices specific to your project, please refer to pages 6 & 12. The project proposal is based on an eight hour work day, that normal conditions will prevail and work will progress free of any disruptions or unforeseen obstacles. These and other factors beyond our control may affect the projected total. However, our Anaheim facility is only a 20- minute drive from the site making any unexpected situations easy to accommodate. This estimate was based on the scope of work outlined in the RFP dated January 11. 1996. In reference to your requirement regarding the parties to be listed as additionally insured, Smith - Emery Company is willing to name the owner and construction manager as additionally insured. Any other party should provide their owu coverage. Clearly we arc anxious to meet your upcoming testing and inspection requirements for the MacArthur Boulevard Widening Project and believe we have an overall approach that will ensure efficiency- and continuity on your project. We are committed to a high level of service that we continue to uphold on the industry. Los Angeles 781 East Wasldngton Blvd. Los Angeles, California 90021 (213) 749-341[ Fax (213) 746 -7228 San Francisco PO. Box 880.550 San Francisco, California 94188 (415) 330-3000 Fax (415) 330 -3030 OMITH -EMERY COMPANO 25 Janaury 1996 Page 2 - Mr. Pickart We welcome the opportunity to further discuss any questions you may have in regards to our capabilities as an independent testing laboratorv. If you require anv further information, please feel free to call either myself or Rob Greeley at (714' ) 693 -1026. Respectfully submitted, SMITH -Eid. ;;y COMPANY Laurie Dedcri;m Project Coon in,gtor Respectfully submitted, SMITH -EMERY COMPANY Robert Greeley Supervisor - Anaheim GcoServices 9 0 SMITH -EMERY COMPANY Item �f 99 Ea. I $ 100.00 $ 900.00 * Field Density & Moisture (ASTM 2922) & (ASTM 3017) Unit Extended Unit Proctor ( Grading Effort) (ASTM A 1557) -- 25 f Ea. $ 100.00 No. Unit 100 ! Ea. ;by tech in field I No. INSPECTION - GRADING EFFORTS $ 4,500.00 proposal Totals 1 ;Soils Technician ,- -- , ,u`J j 42(1 Hrs. $ 35.00 $ 14,700,00 2 3 4 5 6 TESTS - GRADING EFFORTS !Proctor (Scarification) (ASTM At 557) J J �f 99 Ea. I $ 100.00 $ 900.00 * Field Density & Moisture (ASTM 2922) & (ASTM 3017) - 36 Ea. Ibv tech infield $ - Proctor ( Grading Effort) (ASTM A 1557) -- 25 f Ea. $ 100.00 $ 2.500.00 * Field Density & Moisture (ASTM 2922) & -(ASTM 3017) 100 ! Ea. ;by tech in field $ (R -Value (CA 30 1) 30 Ea. $ 150.00 $ 4,500.00 TESTS - ROADWAY SECTION SUBGR.4 DE 7 Proctor - (Subgradc) (ASTM A 1557) 5 1 Ea. $ 100.00 $ 500.00 8 •Field Density & Motismre (ASTM 2922) & (ASTM 3017) j 20 I Ea. - $ 70 00 $ 1.400.00 �. . - -- - -. _... - - --- -- - --7 --t- -- 9 `R -Value (CA 30 1) 7 Ea. $ 150.00 i $ 1,050.00 AGGREGATE SiiBB.1 SE 10 !Proctor (Agg. Subbase) (ASTM A1557) (3 poinQ 12 ! Ea $ 100.00 $ 1,200.00 11 1* Field Density & Moisture (ASTM 2922) & (ASTM 3017) 50 Ea. j $ 70.00 $ 3,500.00 12 ! Sieve Analysis (CA 202) 10 Ea. ! $ 70.00 $ 700.00 13 R- Value_(CA 301)_ _ 10 Ea. $ - 150.00 $ 1,500.00 14 Sand Equivalent (ASTM 217) 10 Ea. $ 55.00 $ 550.00 .4GGRF_G.1TF, BASE 16 Field Dcnsitg bast) (ASTM A]557) (3 point) t 10 Ea. ; $ 100.00 $ 1,000.00 1� Proctor A 17 /o Crushed ld s _ ,_. ... .._ 7_ g �* y & Moisture (ASTM 2')22) & (ASTM 3017) ! 40 Ea. $ 70.00 �$ 2,800A0 Particles (CA 205) 2 Ea i $ 95.00 $ 190.00 18 Sicye Anal }xis (CA 202) -' 6 Ea -� $ 70.00 $ 420.00 -- _ - - -- - 19 1Durabilit Index (CA 229) 2 Ea:-1 $90.0(1 ' $ 180.00 20 R -Value (CA 301) 6 Ea. $ 150.00 $ 900.00 21 ,Sand Equivalent (ASTM 217) ; 6 Ea. i $ 55.00 ; $ 330.00 22 *Moisture (CA 226) 36 1 Ea_ $_- 35.00. $ _ 1.260.00 ATPB (.9ggregnlcl 23 Oie e Analysis (CA 202) 12 4 1 Ea $ 70.00 $ 840.00 24 % Crushed Particles (CA 205) 4 Ea $ 05.00 $ 380.00 25 j-LA Rattler (CA 211) 4 Ea $ 100.00 $ _ 400.00 26 Cleanness Value (CA 227) 6 : Ea. $ _ 95,00 $ 570.00 27 ;Film Stripping (CA 302) - - -- -- -- - - -3- ; Ea. $ 85.00 $ ,- 255.00 SMITH -EMERY COMPANY I Item I Unit Extended Unit No. I Unit I I I I No. JATPB Proposal Totals (Asphall) 28 (None (Ceriific,,iteof Compliance acceptable) N/A — (Completed 'llix) 71-' -T 29 i Asphall Content (CA 3 10 & 362) 4 Ea 8 (A,g zregale prior to mixing) 30 !LA Rattler (CA 211) 5 Ea, 10000 500.00 -- ---- - ----- -- - . ...... . -4. 1 31 1 Specific GraN iry (coarse) (CA 206) -5 1 Ea, 50.00 $ 25D..00 32 !Specific GraN itv (fine) (CA 206) 1 5 Ea. $ 50.00 250.00 33 CKE (CA J03) 5 Ea . $ 14500 725.00 3 34 Stabilometcr (CA 366) 1 5 Ea. i $ 125.00 $ 625.00 35 Swell (CA T05) 5 Ea. I $ 125.00 j $ 625.00 36 Moisture Vapor Susceptibilitv- (CA 307) Ea. 240.00 $ 1,200.00 37 % Crushed Panicles (CA Ns) i Ea. $ 95.00 475.00 38 Sieve Analysis (CA 202) 20 Ea.. $ 70.00 1,400.00 39 jSand Equivalent (ASTM 217) 20 Ea. $ 55.00 1.100.00 40 !Film Stripping (CA 302) 5 Ea. 85.00 $ 42500 ir-Refined Ayhalf) 41 Est. Cost to RcNic%i Asphalt Mix Design for Comply nricc 1 1 El. 150.00 (Complete a lixture) 42 1SNvell (CA 105) 5 Ea. $ 125,00 625.00 43 Moisture Vapor Susceptibility (CA 307) > 1 Ea. $ 240.06 F$ 1.200.00 44 Stabilonicter (CA 3 )66) 5 Ea. $ —�L5(@T - ------ J:�--625.00 45 Analysis (CA 202) 5 i Ea. i� $ 70.00 $ 35000 46 (Asphalt Content (CA 3)10 & 362) 5 Ea $ 60.00 $ 300.00 47 IMoisture (CA 310 & 370) 5 l Ea. $ 30.00 $ 150.00 ' 48 *Maxim m u Densil% (CA 37-5) 10 Hrs. 1 $ 110.00 $ 1,100.00 49 !* In-Place Density (CA 375) -2(1 �,S 70.00 $ 1,400.00 TESTS - SLURRY SEAL (4sphall) 50 Liquid Asphalt - None (Certificate of Complianccacceptable) N/A 51 lEmulsion - None ( Certificate of Complianec accept b1c) i • SMITH -EMERY COMPANY Item Unit Extended Unit No. TESTS - SLURRY SEAL No. Unit Proposal Totals (Screenings) 52 [LA Rattler (CA 211) 1 ! Ea. $ 100.00 $ 100.00 53 % Crushed Particles (CA 205) 1 ; Ea. $ 95.00 $ 90.00 54 Sieve (CA 202) I Ea. $ 70.00 , $ - 70.00 55 Film Stepping (CA 302) 1 Ea. $ 85.00 $ 85.00 56 Cleanness Value (CA 227) 1 �Ea Ji $ 95.00 (Sl urry Seal t ggregate) 57 Sand ent ( 217 EquivalASTM ) -- 1 Ea. $ 55.00 $ 55.00 58 !Sieve Anah'sts (CA 202) 1 Ea. $ 70.00 $ 7-(1l1 j - - - -- -- l 59 Fihn Stripping (CA 302) 1 Ea. $ - 85.00 $ 85.1J TESTS - MISC. CONCRETE (AT RESIDENT ENGINEER'S DISCRETION) 60 [Prior to mixture -None (Certificate of Compliance acceptable) NIA Combmed Mix 61 r Yield Cement Factor (CA i 18) T 4 Hrs. ; $ 35.TOK 14000 1 62 * Ball Penetration (CA 533) 4 Hrs. j $ 35. _ 140 00 63 * Entrained Air (CA 504) 4 Hrs. $ 35.00 $ 140,00 64 Com ressn e Stren nth (CA 539 & 540) 4 cN set I / 20 Sets $ 12.00 $ 240.00 TESTS - UTILITY INSTALLATIONS (Storm Drain '[Tenches) 60 [Proctor (ASTM A1557) -(Backfill) 20 Ea $ 100.00 $ 2;000.00 66 *_Field Density & Moisture (ASTM 2922) & (ASTM 3017) - Backfill 40 Eno. 70.00 $ 0.600.00 67 SSand Equivalent (ASTM 217) -�2 Ea $ >5.00 $ 110.00 68 69 70 71 72 73 (Water Line Trenches) - ....... Proctor (ASTM -(Backfill) (Backfill) 2 Ea. ` $ 100.00 $ 200.00 _ .... - - - - - --- - *Field Densiq & Moisture (ASTM 2922) & (ASTM 3017) - Backfill 6 Ea. $ 70.00 $ 420.00 Sand Equivalent (ASTM 217) (Backfill) I Ea. $ 55.00 $ 55.00 Proctor (ASTM C 1557) - (Agg Base) 1 Ea $ 100.00 $ 100.00 *Field Density & Moisture (ASTM 2922) & (ASTM 3017) - (Agg B tsc) 4 Hrs. $ 70.00 $ 280.00 * In -Place Densiq' (CA 375) (Asphalt Concrete) _ 2 Hrs. $ 35.00 $ 70.00 • • SMITH -EMERY COMPANY Item !Collection and Transportation of Subgrade Samples 1Collection and Transportation of Aggregate Subbase Samples 16 6 76 Unit Extended Unit 77 Collection and Transportation of ATPB Samples No. I Unit I I I No. TESTS -UTILITY INSTALLATIONS 40 4 Hrs $ Proposal Totals 74 75 !Collection and Transportation of Subgrade Samples 1Collection and Transportation of Aggregate Subbase Samples 16 6 76 Collection and Transportation of Aggregate Base Samples 6 77 Collection and Transportation of ATPB Samples 6 78 .Collection and Tr nsportation of Asphalt & Slum Samples 16 79 �Collcction and Transportation of Concrete Samples 40 Hrs. $ 35.00 $ v 560.00 Hrs $ 35.00 $ 210.001 Hrs ' $ $ 210.00 Hrs ! $ _3.5.00 35.00 $ 210 00 4 Hrs $ 35.00 $ J 560.00 Hrs $ 16.00 $ 640.00 80 ,Estim tied Additional Fccs for Principal Engineer — 6 ' Hrs $ 125.00 : $ 81 Estimated Additional Fees for Project Geologist 50 Hrs , $ 90.00 $ — —� — -- 82 Estimated Additional Fees for Reports and Admin. Smices (5 %) L.S $ 83 iSamp]cFabrication L. S. TOTAL PROPOSED FEE * includes travel time portal to portal 750.00 4,500.00 3,800.00 78,430.00 • (:A IV • SMITH- EMERY COMPANY SCHEDULE OF FEES Southern Califomia Area September 1995 ' • • Effective 9/1/95 Southern California Area o© +` 0MP P# Schedule of Fees for Inspection Services Smith -Emery Company is a member of the Southern California Inspection Employers Association and is a Signator to an Agreement with the International Union of Operating Engineers, Local 12, AFL -CIO, covering the licensed building inspectors. This Agreement covers wages, fringe benefits, and conditions and working hours. The prices quoted below for inspection services are firm to September 1, 1996. On that date, prices will be adjusted by the increase resulting from our union contract plus increases in our liability insurance, if any. To 9/1/96 Geotechnical Consulting/Testing Sec Pages 12 -13 Waterproofing Inspection Preliminary Investigations By Quote 1610 Material I.D. $ 62.00 Foundation Recommendations By Quote 1611 Laydown 62.00 On -Site Testing By Quote 1612 Material Sampling 62.00 Environmental Assessment Studies By Quote Fireproofing Inspection 2016 Deputy Grading Inspector 75.00 1810 Thickness Evaluation 62.00 Concrete Inspection 1811 Density Sampling 62.00 2013 Concrete/Epoxy Injection, per hour 62.00 _ 1812 Repair Application 62.00 1110 Shoring 62.00 1813 Adhesion/Cohcsion 62.00 1 111 Foundations 62.00 Roofing Inspection 1112 Walls/Columns 62.00 1510 Material I.D. 62.00 1113 Slabs on Grade 62.00 1511 Laydown 62.00 1114 Elevated Slabs 62.00 1512 Material Sampling 62.00 1 115 Slabs -Metal Deck 62.00 Finishing Inspection 1116 Precast Plant 62.00 1910 Drywall Fastening 62.00 1117 Gunite /Shotcrcte _ 62.00 1911 Electrical 62.00 1118 Preslress/Post- Tcnsion 62.00 1912 H.V.A.C. 62.00 1119 Batch Plant 62.00 1913 Plumbing 62.00 1817 Combination Concrete/Soils 64.00 1914 Firesprinkler 62.00 j 1818 ProjecUlnspector /IOR/DSA 68.00 1915 Ceramic Tile 62.00 Masonry Inspection Paving Inspection 1410 Retaining Walls 62.00 1710 Material I.D. 62.00 1411 Structural Walls 62.00 1711 Laydown 62.00 1412 Stair Shalt 62.00 1712 Batch Plant 62.00 1413 Veneer 62.00 Radiography 1414 Grouting 62.00 9704 Radiographic Technician, Level 11 1415 Repointing 62.00 with Helper field film processing Steel Shop - Visual Inspection equipment, per hour By Quote 1210 Visual 62.00 3110 Pachometer, Schmidt Hammer, eta 75.00 1211 Material I.D. 62.00 Steel Field- Non - Destructive Testing 1212 Quantity Verification 62.00 2310 Ultrasonic 66.00 1213 Procedure Qualification 62.00 2311 Magnetic Particle 66.00 1214 Welder Qualification - 62.00 2312 Dye Penetrant 66.00 1215 Other 62.00 Sampling Material Field Testing Steel Shop -Non- Destructive Testing 5023 Structural Steel Sampling Technician 2210 Ultrasonic 66.00 (include. mileage within 40 mile radius 2211 Magnetic Particle 66.00 of Lab), per hour 52.00 2212 Dye Penetrant 66.00 3014 Field Testing Technician, per hour 52.00 Steel Field- Visual Inspection Special Services 1310 Weld -Frame 62.00 9602 Registered Engineer Support, per hour 125.00 1311 Weld -Deck 62.00 9110 Reports, each 1.75 1312 Weld -Rebar 62.00 9106 Administrative Support for 1313 Weld- Shoring 62.00 n Special Projects +15% of Hourly Rate 1314 Weld - Miscellaneous 62.00 4416 Rental of Equipment Cost +25% 1315 High Strength Bolts 62.00 2444 Outside Services Cost+ 25% 1316 Curtain Wall 62.00 9702 Outside Coring Service Cost+ 25% 1317 Procedure Qualification 62.00 2018 Seismic Evaluation By Quote 1318 Welder Qualification 62.00 3710 Inhouse Coring Service, per hour 110.00 1319 Precast Panel 62.00 Effective 9/1/95 Southern California Area Concrete Cylinder Pick -Up Task Cylinder Pick -up within 40 -mile radius of Los Angeles or Anaheim Laboratory 6:30 a.m. to 5:00 p.m., Monday through Friday - per sample ........... ............................... ...........................5000 Before 6:30 a.m. and after 5:00 p.m. and Saturday, Sunday, and Holidays - per sample ...................5001 /5002 MinimumPick -up Charge ................................................................. ............................... ...........................5003 Cylinders, Beams & Cores Compression Test, 6" x 12" cylinders, including hold, ASTM C 39, each* Weight per cubic foot of lightweight concrete cylinders, each .................... Compression Test, 2" - 4" - 6' Cores, ASTM C 42, each ............................ In Laboratory Core Cutting, each .................................. ............................... Flexure Test, 6" x 6" beams, ASTM C 78, each ........... ............................... Pick -Up of Flexural Test Beams, each .......................... ............................... Splitting Tensile, 6" x 12" cylinders, ASTM C 496, each ............................ Modulus of Elasticity Test - Static, ASTM C 469, each .............................. Laboratory Trial Batch Laboratory Trial Batch, ASTM C 192, each Shrinkage .............. ............................... 4300 .............. ............................... 4303 ................. ............................431 I Cost $ 8.00 16.00 20.00 12.00 ..5.00 35.00 4312 ...... ............................... 40.00 4304 ...... ............................... 50.00 5021 ...... ............................... 25.00 4305 ...... ............................... 30.00 4306 ...... ............................... 70.00 Length Charge (3 bars, 4 readings, up to 90 days), ASTM C 157 Modified ....... ............................... .................4307.......... ......................... 230.00 Additional Reading, per set of 3 bars ................................................................................... ............................... 4308...... ............................... 35.00 Storage over 90 days, per set of 3 bars, per month ............................................................... ............................... 4308...... ............................... 35.00 Pick -up /Deliver Shrinkage Molds/Samples. per set ............................................. ............................... ................5020........... ..........................30.00 65.00 Mix Design Mix Design, Determination of Proportions, each ................................................................. ............................... 9500........... .......................... 75.00 Mix Design, Determination of Proportions, Requiring Same Day Service .............................. ...........................9501 ...... ............................... 95.00 Amend or Retype Existing Mix Designs not involving calculations. each .............................. ...........................9503 ...... ............................... 40.00 Review Mix Design prepared by Others, each ..................................................................... ............................... 9504...... ............................... 65.00 Preparation of Special Strength Documentation for Mix Design, each ................................ ............................... 9502...... ............................... 85.00 Aggregates Basic Tests Cost Sieve Analysis -- Processed (each size), ASTM C 136. each .......................................................................................... ............................... $ 70.00 SieveAnalysis -- Pit Run, each .......................................................................................................................................... ............................... 60.00 Specific Gravity, Coarsc, ASTM C 127, each .................................................................................................................... ............................... 55.00 Specific Gravity, Fine, ASTM C 128, each .............................................................................................. ............................... .......................... 75.00 Absorption, ASTM C 127, each ......................................................................................................................................... ............................... 45.00 Absorption, ASTM C 128. each ......................................................................................................................................... ............................... 55.00 Unit weight per Cubic Foot, ASTM C 29, each ................................................................................................................. ............................... 20.00 Deleterious Materials Organic Impurities, ASTM C 40, each ......................... Clay Lumps and Friable Particles, ASTM C 142, each Material Finer than No. 200 Sieve, ASTM C 117, eacl Coal and Lignite, ASTM C 123, each ............................. Soft Particles, ASTM C 235, each ................................... Acid Solubility, each ........................ ............................... *Additional charges will be made for off -hours or weekend testing. . ............................... 25.00 . ............................... 60.00 . ............................... 30.00 . ............................... 90.00 . ............................... 60.00 . ............................... 30.00 9 Effective 971!95 • 0 �' 1 . Southern California Area Aggregates -- Cont'd. Physical Properties Soundness — Sodium or Magnesium (5 cycle), ASTM C 88, each . ............................... L.A. Rattler 100 & 500 cycles, ASTM C 131, each ........................ ............................... Potential Reactivity (Chemical Method 3 Determinations), ASTM C 289, each........... Potential Reactivity (Mortar Bar Method), ASTM C 227, each ...... ............................... Percent Flat or Elongated Particles, CRD C 119, each .................... ............................... Percent Crushed Particles, Calif. 205, each ..................................... ............................... State Tests Cost ......... $ 125.00 .... I....... 100.00 ............ 350.00 ............ 400.00 .............. 90.00 .............. 60.00 Cleanness Value, Calif, 227, each,.... ............. .......... ................... _ .... ...... . 95.00 DurabilityIndex, Calif. 229, each ...................................................................................................................................... ............................... 90.00 Sand Equivalent (average of 3), Calif. 217, each ............................................................................................................... ............................... 75.00 Clay by Hydrometer Methods, ASTM D 422, each ................................................................................. ............................... .......................... 70.00 Aggregate Tests for Mix Design 16.00 Including Sieve Analysis, Specific Gravity, No. 200 Wash, Organic Impurities and 25.00 Weight per cubic foot, per aggregate size ................................................................................................................... ............................... 70.00 Sample Preparation, All Aggregate Tests, per hour ........................................................................................................... ............................... 40.00 Pick -up Aggregate, each sample ......................................................................................................................................... ............................... 45.00 Reinforcement Reinforcing Steel ASTM A 615 Tensile Test, No. I I Bar or Smaller, each ............................ ............................... Bend Test, No. I 1 Bar or Smaller, each ............................... ............................... Tensile'rest, No. 14 Bar, each .............................................. ............................... Tensile Test, No. 18 Bar, each .............................................. ............................... Sampling and Tagging at Fabricators Plant (40 -mile radius from Laboratory) 6:30 a.m. to 5:00 p.m., Monday through Friday - per sample ..................... Before 6:30 a.m, and after 5:00 p.m. and Saturday, Sunday, and Holidays Minimum Sample Charge, per trip ...... ..... ... ___ ...... ___ ....... .................. Pick -up Rcbar Samples at Jobsite - per sample .................... ............................... Welded Specimens Tensile Test, Welded, No. 11 Bar or Smaller, Tensile Test, Welded, No. 14 Bar, each ......... Tensile Test, Welded, No. 18 Bar, each......... Tensile Test, Mechanically Spliced Bar, each Nick Break, Welded Re -Bar, each .................. Task Cost .............. ............................... 4600... ............................... $ 24.00 ........I ......... ...........................4601 ...... ............................... 17.00 .............. ............................... 4602...... ............................... 55.00 .................. ...........................4603 ...... ............................... 65.00 .............. ............................... 5005...... ............................... 16.00 per sample ............................ 5006...... ............................... 25.00 ... ... ... ... ....... ................ I ..... .... 5008 ...... ............................... 45.00 .............. ....................I.......... 5024...... ............................... 16.00 ................................... ............................... 4604 ....... ................................... ............................... 4605 ....... ................................... ............................... 4606 ....... ................................... ............................... 4608 ....... ................................... ............................... 4607 ....... Prestress Tensile Test and Elongation in 24" for Prestress Strand, ASTM A 416, each ............ ............................... .........4609.................. Tensile Test and Elongation in 10" for Prestressing Wire, ASTM A 421, each .......... ............................... .........4610.................. Modulus of Elasticity (Prestressing Wire), each ....................................... ............................... ...........................4611 .................. Pick -up Post Tension Cables, per sample .................................................................... ............................... .........5025.................. Note: Attachments to be furnished by client 7 ............... 35.00 ............... 65.00 ............... 80.00 ............... 95.00 ............... 55.00 . 80.00 . 45.00 100.00 . 16.00 Effective 9/1195 • I © ©� I • Southern California Area 130.00 �MpPa ................................... 4219 ............................... By Quote Pick -up Prisms - within a 40 -mile radius of laboratory, each ............................................... ............................... 5013........... ..........................35.00 50.00 Construction Materials ................5016........... .......................... 18.00 Brick ASTM C 67 Task Cost Modulus of Rupture (flexure), each .............................. ............ ... .......................... ........................................... .420t .. .. ............................ - $ 25.00 -''Compressive Strength, each ................................................................................................. ............................... 4200........... .......................... 25.00 Absorption - 5 hour or 24 (tour, each ................................................................................... ............................... 4205...... ............................... 20.00 Boil, 1, 2 or 5 hour, each ...................................................................................................... ............................... 4206........... .......................... 20.00 InitialRate of Absorption, each ............................................................................................ ............................... 4204...... ............................... 20.00 Efflorescence, each ............................................................................................................... ............................... 4207...... ............................... 25.00 Dimensions, overall, coring, shell and web thickness, per brick .......................................... ............................... 4202...... ............................... 20.00 Coefficient of Friction (slip test), each ......... ................ ............ - ..... .......................... ................... ....................... 4203 ........... ..........................80.00 Cores, Compression, each .................................................................................... ............................... ................4208........... .......................... 35.00 Cores, Shear, 6" and 8" Diameter. 2 Faces, per core ............................................................ ............................... 4209...... ............................... 45.00 Pick -up Brick Samples, each ................................................................................................ ............................... 5009........ ............................... 8.00 Concrete Block ASTM C 140 Moisture Content as Received. each .......................................................... ............................... ...........................4211 ...... ............................... 20.00 Absorption, each ................................................................................................................... ............................... 4212...... ............................... 25.00 Compression, each ................................................................................................................ ............................... 4210...... ............................... 30.00 Shrinkage, Modified British, ASTM C 426, each ................................................................ ............................... 4213 ...... ............................... 65.00 Compression, 4" - 6" - 8" Cores, each .................................................................................. ............................... 4311...... ............................... 35.00 Pick -up Block Samples, each ............................................................................................... ............................... 5010...... ............................... 10.00 Masonry Prisms ASTM E 447 Compression Test. Grouted Prisms, each ............................................................................. ............................... 4218.... ............................... 130.00 CuttingPrisms, when requested ......... .............................................................................. ................................... 4219 ............................... By Quote Pick -up Prisms - within a 40 -mile radius of laboratory, each ............................................... ............................... 5013........... ..........................35.00 50.00 Mortar & Grout UBC St'd 24 -22 & 24 -28 ................5016........... .......................... 18.00 Compression, 2" x 4" Monar Cylinder, each ............... - .................. ....................... ............. ........... .................... 4214 ............. ........................ 16.00 Compression, 3" x 6" Grout Prisms. each ...................................................... .................. .......... - ........ .............. . 4216 ...................... ........... .... 22.00 Compression Test, 2" Cubes, ASTM C 109, each ................................................................ ............................... 4215...... ............................... 45.00 Pick -up Mortar and Grout Samples, each .......................................... ............................... ..........................5011 / 5012........ ............................... 8.00 Pick -up Grout Cubes. each ........................................................................ ............................... ...........................5015 ........ ............................... 3.00 Lightweight Roof Fill ASTM C 495 Compression Test, each .......... ............................... Density, each .......................... ............................... Gunite & Shotcrete .............. ................I.............. 4380...... ............................... 20.00 .................. ...........................4381 ...... ............................... 15.00 Compression, 2", 4 ", 6" Cores, ASTM C 42, each ............................................................... ............................... 4314...... ............................... 35.00 Pick -up Gunite Field Sample (40 -mile radius) less than 100 lbs., each ............................... ............................... 5017...... ............................... 25.00 Pick -up Gunite Field Sample (40 -mile radius) more than 100 lbs., each ............................. ............................... 5018...... ............................... 50.00 Pick -up Shotcrete Cores ....................................................................................... ............................... ................5016........... .......................... 18.00 Roofing Tile Rooting Tile Breaking Strength per U.B.C.. each ................................................ ............................... ................4702........... ..........................20.00 iRooting Tile Absorption, each ............................................................................................. ............................... 4700...... ............................... 20.00 Rooting Tile Additional/ Special Tests.. .......................... ................................................................................... 4701 ... . ......................... By Quote Slate Modulusof Rupture, each .................................................................................. ............................... ..................4806......... Modulusof Elasticity, each ................................................................................ ............................... ..................4805......... WaterAbsorption, each ............................................................................. ............................... ...........................4807 ......... Weathering, each ................................................................................................ ............................... ..................4808......... Fireproofing Tests Field Sampling by Technician, per hour., ........ Oven Dry Density, per sample ......................... Pick -up Fireproofing Samples, per sample....... J ................ 3 210 ................ 4350 ................ 5 014 ............... 35.00 ............... 55.00 ............... 30.00 ......... :..... 35.00 47.50 30.00 ..8.00 Effective 9/1/95 ` (°p © ©`1 • Southern California Area �MpP� General Laboratory Laboratory Manpower Task Cost Registered Professional Engineer, Laboratory, per hour ........................... ............................... ...........................3011 . ............................... $ 125.00 Laboratory Supervisor, regular time, per hour ..................................................................... ............................... 3012...... ............................... 65.00 overtime, per hour ........................................................................... ............................... 3022...... ............................... 97.50 Test Technicians -- Laboratory, regular time, per hour ............................. ............................... ...........................3013 ...... ............................... 47.25 overtime, per hour .................................. ............................... ...........................3023 ........... .......................... 71.25 Test Technicians -- Away from Lab, regular time, per hour ................................................ ............................... 3014...... ............................... 52.00 mileage...................................................................... ............................... 2986 ............. .............................60 Add for equipment used away from Lab, per hour ...................................................................................................... ............................... By Quote Unreinforced Masonry Building Tests In -Place Shear (Push) Tests .................................................................................................. ............................... 4809 ............................... By Quote 15 Degree Core Shear Tests ......................................................................................................................................... ............................... By Quote WallAnchors ................................................................................................................................................................ ............................... By Quote Testing Machines Testing Machine with Operator in Laboratory 60,000 to 120,000 Pound Machine (Universal) 30 Minutes including set -up time, Minimum ............................................................... ............................... 4413 .... ............................... 110.00 60 Minutes including set -up time, Minimum ............................................................... ............................... 4413 ..... '.............................. 160.00 440,000 Pound Machine (Universal) 30 Minutes including set -up time. Minimum ............................................................... ............................... 4414.... ............................... 110.00 60 Minutes including set -up time, Minimum ............................................................... ............................... 4414.... ............................... 160.00 LoadTests ......................................................................................... ............................... ...........................4405 ............................... By Quote 600,000 Pound Machine (Compression only) 30 Minutes including sct -up lime, Minimum ............................................................... ............................... 4415.... ............................... 140.00 60 Minutes including set -up time. Minimum ............................................................... ............................... 4415.... ............................... 195.00 Wire Rope WireRope 0 through 1" diameter, each ............................................................................................................................. ............................... 60.00 WireRope I through 2" diameter. each ................................................................................................... ............................... .......................... 65.00 WireRope over 2" diameter, each ................................................................................................................................ ............................... By Quote Calibration of Skidmore - Wilhelm Device & Torque Wrench Calibration of Skidmore - Wilhelm Device, in Lab ................................................................ ............................... 4403 ...... ............................... 65.00 Calibration of Torque Wrench, each bolt size (3 required) .................................................. ............................... 4404 ...... ............................... 60.00 Calibration of Hydraulic Jacks FirstJack .............................................................................................................................. ............................... 4400...... ............................... 85.00 Each Additional Jack (same time) ..................................................... ............................... ...........................4401 ...... ............................... 65.00 Note: Extra handling charges will be made on any ram or pump too heavy or bulky for one man to lift. APIGauge Calibration, each ............................................................................................................................................ ............................... 140.00 HydrostaticTests ................................................................................................................................................ .............................By Quote Manhole Cover Tests, (L.A. City) 1 -3, each ............................................................................................................................... ............................... 4423 ...... ............................... 90.00 Morethan 3, each ................................................................................................. ............................... ................4424........... .......................... 70.00 Mechanical Testing Services Tensile Test -- No Strain Measurement, Yield by Halt of Dial Upto 100,000 lb., each ............................................................... ............................... 100,001 to 200,000 lb., each ...................................................... ............................... Over200,000 lb., each ................................................................ ............................... Tensile Test — Mechanical Non - Printout Extensometer for Strain, each .......................... Tensile Test -- Electronic Extensometer with Recorded Printout, 1 test ........................... Morethan 1 test ................................................................................. ............................... Load Tests, Flexural, Bend, Impact, Axial, Racking....... Strain Gauge Testing ........................ ............................... BendTest, each ................................ ............................... Note: Sockets furnished by client Salt Spray SetUp ............................................... ............................... 24 Hours, per panel .......................... ............................... 1 .................4411 ............ ................. 4412 ............ ....... ............................... ............................ ......... 4418 .......... 4408 4407 ............ 30.00 ............ 45.00 ...... By Quote ............ 20.00 ............ 40.00 ...... By Quote ...... By Quote ...... By Quote ............ 15.00 70.00 25.00 Effective 9/1/95 r v . °r • Southern California Area Geotechnical Services Geoservices - A division of Smith -Emery Company Soils -- Foundations -- Geology oundation/Geological Investigations /Environmental Assessments :Id Exploration ......................................................................................... ............................... to Assessments Phase I & 11 ..................................................................... ............................... rofessional Staff msultant, per hour ...................................................................... ............................... incipal, per hour ........... - ............................................................ ............................... ;sociate Engineer /Geologist, per hour ........................................ ............................... met Engineer /Geologist. per hour ............................................. ............................... gject Engineer / Geologist ............................................................ ............................... aff Engineer / Geologist, per hour ................................................ ............................... xpert Witness Testimony Preparation for Court Consultations, per hour ............................... ............................... Court Appearance, per day ............................................................ ............................... Court Appearance, per half day ..................................................... ............................... Plus actual expenses when our -of -town tpervising Technician (Laboratory & Field), per hour ....................... ............................... mior Technician (Laboratory & Field), per hour ................................ ............................... ;chnician (Laboratory & Field), per hour ........................................... ............................... avironmental Technician (Laboratory & Field), per hour ................... ............................... dministration, Supervision & Reports ................................................ ............................... rofessional Services lustrator, per hour ........................................................ ............................... lord Processor, per hour .............................................. ............................... fftce Support, per hour ................................................ ............................... ick -up /Delivery, per hour ............................................ ............................... insideServices ............................................................ ............................... Rinimums how -up time, no work performed, 2 -hour minimum charge or field service calls, 4 -hour minimum charge. ravel Time :barged at appropriate hourly rate. No vehicle hourly charge Cime and One -Half )ver 8 -hours per day. ill day Saturday. )ouble Time lundays and Holidays. I1 Task Cost 1111........ .1.11.1 ........................ By Quote ............ ............................... By Quote 7200 . ............................... $ 125.00 7201 ...... ............................... 95.00 7202 ...... ............................... 90.00 7203 ............................ ....... - 35.00 7204 ...... ............................... 75.00 7205 ...... ....................1111....... 65.00 ............................... 7214...... ............................... 60.00 ... ............................ 7211 ...... ............................... 55.00 ............................... 7212 .................................... .a&oQ3.5. DD ............................... 7240...... ............................... 58.00 ............. ............................... I.... I..... 15% of hourly rates ................. ............................... 7206................ I.................... 45.00 .... - .... - ..... ............................... 7208 ...... ............................... 40.00 ................. ............................... 7207...... ............................... 35.00 ................. ............................... 7215...... ............................... 35.00 ........................... ............................... ...........................Cost + 20% `1H EMF Effective 9/1/95 ft Geotechnical Services Cont'd. Laboratory Tests Soils Sieve Analysis, Coarse, ASTM C 136, each ........................................................ ............................... Fine (including wash), ASTM C 117, each .................................................. ............................... Hydrometer Analysis, ASTM D 422, each ........................................................... ............................... Specific Gravity for Soils, ASTM D 854, each .................................................... ............................... Atterberg Limits, ASTM D 4318 ......................................................................... ............................... Moisture- Density relations of Soils, ASTM D 698, D 15579 State 216 ............... ............................... Consolidation Test, ASTM D 2435 ...................................................................... ............................... Unconfined Comperssion Test, ASTM D 2166 ................................................... ............................... ExpansionIndex, UBC- 29- 2 ................................................................................ ............................... Direct Shcar Test, ASTM D 3080 Unconsolidated, Undrained, 1 point ............................................................. ............................... Consolidated, Undrained, I point ................................................................. ............................... Consolidated, Drained, I point ..................................................................... ............................... Permeability, constant head, ASTM D 2434 ........................................................ ............................... Permeability, falling head, ASTM D 2434 ........................................................... ............................... IndexTests not listed ............................................................................................ ............................... Aggregate Base & Asphalt Absorption, Coarse, ASTM C 127, each .............................. ............................... Fine, ASTM C 128, each .............................................. ............................... Specific Gravity, bulk SSD, coarse, ASTM C 127, C 117, each ......................... Fine, ASTM C 128, each .............................................. ............................... Cleanness Value, Calif. 227, each ........................................ ............................... Sand equivalent (average of 3) Calif. 217, ASTM D 2419, each ........................ Durability factor, Calif. 229 - Coarse, each .......................... ............................... Fine, each ...................................................................... ............................... Sodium or Magnesium soundness, (5 cycles), ASTM C 88, each ....................... Los Angeles Rattler, ASTM C 131, each ............................. ............................... SulfateContent, each ........................................................... ............................... "R" (Resistance) Value, Calif. 301, ASTM D 2844, each .... ............................... "R" (Resistance) Value, lime treated or requiring recombining, each ................. Bearing Ratio, ASTM D 1883, each ..................................... ............................... Plate Bearing Test, ASTM D 1195, D 1 196, each ................ ............................... Asphaltic Concrete Stability Tests Southern California Area Cost .. S 70.00 ..... 70.00 ..... 70.00 ..... 40.00 ..... 90.00 ... 120.00 ... 165.00 ..... 70.00 ..... 90.00 . ............................... 50.00 . ...........1.1.. .............. 65.00 ..... I ....... I ................ 100.00 .............................. 150.00 ..........I ................... 175.00 .......................... By Quote Hveem, Pre -mixed - Calif. 304, each ........................................................................................................................ ............................... 150.00 liveem, Lab -mixed - Calif 304, each .............................................................................................. ............................... ......................... 200.00 Marshall, Pre -mixed - ASTM D 1559, each ............................................................................................................. ............................... 150.00 Marshall, Lab -mixed - ASTM D 1559, each ................................................................................... ............................... .........................200.00 Maximum Density liveem, Pre -mixed - Calif. 366, each ........................................................................................................................ ............................... 100.00 Hveem, Lab -mixed - Calif. 366, each ....................................................................................................................... ............................... 125.00 Un —i-11 P—_—;­A Ii GO ­ Inn nn Marshall, Lab -mixed - ASTM D 1559, each .......................................................................... ............................... Gradation on extracted sample (including wash) Calif. 202, each ................................................. ............................... Maximum theoretical unit weight (Rice Gravity) ASTM 2041, each ............................................ ............................... Complete Asphalt Concrete Mix Design (Hveem or Marshall), each ............................................ ............................... Extraction, % Asphalt, ASTM D 2172 (Method B) or Calif. 310. excluding ash correction, each ............................... PenetrationASTM D 5, each .......................................................................................................... ............................... AsphaltCore Density, each ........................................................................................................... ............................... Coring Technician and equipment Asphalt Cores only, per hour (includes travel) ....................... Asphalt concrete cores, Field or Laboratory, per inch ........................ ............................... 12 ........................... 60.00 ............................. 3.50 Effective 9 /1/95 ` Metal Metallurgical Services Product Failure Investigations - Engineer, per hour ........................ ............................... Sample Preparation, per hour .......................................................... ............................... SpecialPreparat ion .......................................................................... ............................... Photomicrographs 50x- 2000x, each ................................................ ............................... WithNegative, each ........................................................................ ............................... Photomicrographs Ix -40x, each ..................................................... ............................... WithNegative, each ....................................................................... ............................... Metallurgical Engineer, per hour ..................................................... ............................... Metallurgical Technician, per hour ................................................. ............................... Machining Coupons -- 1/2 inch or less ......................................... .............................._ Machining Coupons Over 1/2 inch, less than 1 inch ................... ............................... Tensile Test -- Under 100,000 lb., each .................................... ............................... Tensile Test -- Electric Extensometer, each .............................. ............................... Hardness Tests Brinell, Rockwell (Standard or Superficial), each ........................... MachineCharpies ...................................................................... ............................... Charpy Impact -- Ambient Temperatures, each ......................... ............................... Charpy Impact -- Reduced Temperatures, each.. ................................... ........... ...... r....d T'.....- m- ....tt....d r1..,....J Q......... .. . Southem California Area Task Cost ....... ...........................6925 ............................... S 150.00 ... ............................... 6917...... ............................... 60.00 .......................................... ............................... By Quote ... ............................... 6922 ...... ............................... 20.00 ....... ...........................6923 ...... ............................... 24.00 ... ............................... 6912 ...... ............................... 20.00 ... ............................... 6913 ...... ............................... 24.00 ... ............................... 6933 .... ............................... 1 10.00 ... ............................... 6919...... ............................... 60.00 ..... ............................... 6910...... ............................... 3 35.00 ......... ...........................6911 ...... ............................... 5 50.00 ......... ...........................6908 ........... .......................... 7 70.00 ..... ............................... 6926...... ............................... 3 35.00 ..... ............................... 6934...... ............................... 6 60.00 6905 . ........... . ... I —- .... .................. ....... ............ .............I................. 6909...... ............................... 50.00 ................ ...........................6902 _... ............................... 12.00 ................ ...........................6903 ...... ............................... 24.00 turn .......... By Quote .......... By Quote ................ 40.00 ................ 45.00 Photocopyand Enlarging ................................................................................................................ ............................... MetallurgicalMount, cach ............................................................................ ............................... ........................6914... MicroscopicPlating Thickness, each ........................................................... ............................... ........................6924... Metallurgical Outside Laboratory ........................................................................................ ............................... 6916 ............................... By Quote MicrohardnessSurvey .............................................................................. ............................... ...........................6921 .. .............................By Quote CourtAppearance. 1/2 Day .................................................................................................. ............................... 6903 .... ............................... 800.00 CourtAppearance, Full Day ................................................................................................. ............................... 6904.. ............................... 1600.00 Mileage, per mile ...................................................................................................................................................................... .............................60 HeatTreatment to 1 hour ...................................................................................................... ............................... 6906...... ............................... 35.00 Heat Treatment, Additional hours, per hour ...................................................................................................................... ............................... 15.00 BendTest. Sheet ................................................................................................................... ............................... 6927...... ............................... 10.00 BendTest, Plate .................................................................................................................... ............................... 6900 ............................... By Quote CoatingWeight ................................................................................................................... ............................... 6904........... ..........................40.00 ChemicalAnalysis ................................................................................................................ ............................... 6920...... ............................... 60.00 Welded Specimens Tensile Test, Welded, No. I 1 Bar or Smaller, each .......................... Tensile Test, Welded, No. 14 Bar, each... ..... ............... .................. Tensile Test. `Melded, No. 18 Bar, each ............ ............................... Tensile Test, Mechanically Spliced Bar, each ... ............................... Nick Break, Welded Re -Bar, each ..................... ............................... ................................................................. ............................... 35.00 ................................................................. ............................... 65.00 ............ :................................ . .... .... ..................................... ..... 80.00 ................................................................. ............................... 95.00 ................................................................. ............................... 55.00 Weld Procedure Qualification and Welder Qualification WeldTensile Test, each ........................................................................................................ ............................... 6932........... ..........................35.00 WeldBend Test, each .......................................................................................................... ............................... 6027...... ............................... 24.00 Machining for Weld Test, 1/2" thickness and less, each ...................................... ............................... ................6910........... ..........................35.00 Machining for Weld Test, over 12' thickness, each ................................. ............................... ............................691 1 ........... .......................... 50.00 Weld -Macro Etch, each ........................................................................................................ ............................... 6930........... ..........................50.00 Weld- Fracture Test, each... ......................... ........................................................................................................ 6929 .............. ............... __ ... 30.00 Weld- Radiographic ....................................................................................................................................................... .............................By Quote ReportCharge.. .... ............................................................. ................................................................. ......... 9110 .......... ......... Minimum 40.00 BrazierQualification ................................................................................. ............................... ...........................6901 ........... .......................... 75.00 RushTurnaround, 50% Surcharge ............................................................ ............................... ...........................6935 ............................... By Quote Rush Turnaround, 100% Surcharge .......................................................... ............................... ...........................6936 ............................... By Quote 13 Welded Specimens Tensile Test, Welded, No. I 1 Bar or Smaller, each .......................... Tensile Test, Welded, No. 14 Bar, each... ..... ............... .................. Tensile Test. `Melded, No. 18 Bar, each ............ ............................... Tensile Test, Mechanically Spliced Bar, each ... ............................... Nick Break, Welded Re -Bar, each ..................... ............................... ................................................................. ............................... 35.00 ................................................................. ............................... 65.00 ............ :................................ . .... .... ..................................... ..... 80.00 ................................................................. ............................... 95.00 ................................................................. ............................... 55.00 Weld Procedure Qualification and Welder Qualification WeldTensile Test, each ........................................................................................................ ............................... 6932........... ..........................35.00 WeldBend Test, each .......................................................................................................... ............................... 6027...... ............................... 24.00 Machining for Weld Test, 1/2" thickness and less, each ...................................... ............................... ................6910........... ..........................35.00 Machining for Weld Test, over 12' thickness, each ................................. ............................... ............................691 1 ........... .......................... 50.00 Weld -Macro Etch, each ........................................................................................................ ............................... 6930........... ..........................50.00 Weld- Fracture Test, each... ......................... ........................................................................................................ 6929 .............. ............... __ ... 30.00 Weld- Radiographic ....................................................................................................................................................... .............................By Quote ReportCharge.. .... ............................................................. ................................................................. ......... 9110 .......... ......... Minimum 40.00 BrazierQualification ................................................................................. ............................... ...........................6901 ........... .......................... 75.00 RushTurnaround, 50% Surcharge ............................................................ ............................... ...........................6935 ............................... By Quote Rush Turnaround, 100% Surcharge .......................................................... ............................... ...........................6936 ............................... By Quote 13 13 16 r.-. - EM ,tN : Effective 911195 " • • Area ®`' Southern California {{I? C. 1 0Ma G P� Special Services Engineering Services Task Cost Registered Engineer. Consulting, per hour ........................................................................... ............................... 9602. ............................... $ 125.00 StaffEngineer, per hour ....................................................................................................... ............................... 9600........... ..........................85.00 Inspection Supervisor, per hour, ............... ...... -- ........................... ................ ...... — .... -- ....... ..... — ...................................... 70.00 Pipe Plant Inspection Supervisor, per hour ........................................................................................................................ ............................... 55.00 • Plus actual expenses when away from Laboratory Expert Witness Testimony Preparation for Court. Consultations. Per hour .................................. ............................... ...........................9001 .... ............................... 150.00 CourtAppearance, per day ..................................................................................................................................... ............................... 1200.00 CourtAppearance, per half day ................................................................................................................................ ............................... 600.00 Plus actual expenses when out -of- -town Administrative Services ReportCopy Charge, per sheet ............................................................................................. ............................... 9100........ ............................... 1.75 Processing Certificates, Affidavits & Notary Services, each ................................................ ............................... 9108...... ............................... 15.00 PileRetrieval, per file ........................................................................................... ............................... ................9104........... .......................... 18.00 ShippingCharges ................................................................................................................. ............................... 9 200... ............................... At Cost Insurance, Extra Charges as ordered by Client.... ..... ........ ........ ............. ........ -- .......................... .................. . 9105-: ............ ........... ....... At Cost MinimumReport Charge ...................................................................................... ............................... ................9110........... .......................... 35.00 • Administrative Support for Special Projects.... ............................... ................ ....... ............................ ............. 9000 .......... 5% of Hourly Rate ITask Tracking ......................... .....:......... ............................ ............ ......................... ........ ............. .................................... .......................... ........ 62.00 Outside Services • Core Cutting, each ............................................................................................ ............................... ....................4313....... .....................Cost +25% SamplePreparation ....................................................................................................................................................... ............................... By Quote MachiningCoupons ............................................................................................................................................................ ........................ByQuote Socketing............................................................................................................................................................................. ........................ByQuote iOutside Laboratory. ......................................................................................................... .................. ......... .............................................. By Quote Rentalof Equipment ................. . ....... ....................... ....................... ............... ........... .. ...... . ................................... .................................... Cost + 25% MaterialsPurchased.. ......... ......................................................................................................................................................................... By Quote ! Miscellaneous ................................................................................................................................................................. .............................By Quote 16 r.-. -