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HomeMy WebLinkAbout8.2 I/580 Fallon Improvti~~\ -, -ih \~V/~:' CITY CLERK File # Q~~~-Q~ AGENDA STATEMENT CITY COUNCIL MEETING DATE: June 2, 2009 SUBJECT: Approval of Contract Change Orders No. 7, 9, 36 and 39 - I-580/ Fallon Road Interchange Improvements, Contract No. 07-13A Report Prepared by: Melissa Morton, Public Works Direct~L..~ ATTACHMENTS: 1) Contract Change Orders No. 7, 9, 36 and 39, together with Change Order Summary 2) Resolution No. 18-88 - Establishing a Policy related to Contract Change Orders for Capital Improvement Projects 3) Resolution Authorizing the City Manager or her designee to approve the subsequent change orders up to appropriated funds designated for CIP No. 96430 and CIP No. 96431 in the amount of $308,559 and $871,222 respectively. RECOMMENDATION: 1) Approve Contract Change Orders No. 7, 9, and 36 in the amounts of $40,594.53, $298,278.28, and $398,822 respectively as they relate to CIP No. 96430, I-580 / Fallon ~,/f Road Interchange Improvements; 2) Approve Contract Change Order No. 39 in the amount of $1,319,176.68 as it relates to CIP No. 96431, I-580 Westbound Auxiliary Lane Project; and 3) Adopt the Resolution authorizing the City Manager or her designee to approve subsequent Contract Change Orders up to the appropriated funds of $308,559 for CIP No. 96430 and $871,222 for CIP No. 96431. FINANCIAL STATEMENT: Contract No. 07-13A was awarded to American Civil Constructors / Top Grade Construction, Joint Venture, in the amount of $9,396,526 for the I-580/Fallon Road Interchange Improvements Project, CIP No. 96430. The budget included a 10% Construction Contingency of $939,653 plus $705,821 for payment of State-furnished materials and other supplemental work, which results in total budgeted funds of $11,042,000. The approval of these Contract Change Orders will not exceed the project budget. ------------------------------------------------------------------------------------------------------------- COPY TO: ACC/Top Grade Page 1 of 4 ~y ITEM NO. ~ (-- G:\CIP\I-580 Fallon Rd~PROJECT CONSTRUCTION\agst CCO 36 & 39 Approval rev l.doc ,.~y Upon approval of Contract Change Order No. 39, the I-580 Westbound Auxiliary Lane Project is a new scope of work that will be established as a separate Capital Improvement Project No. 96431. (See also separate Agenda Item that addresses the project funding). The following Table outlines the contract adjustments. .~. ~ ~ ~~ange TM ~~s~Iiarnc . " „~°' a ~ °'. r~; ~ , y`'~4. C 9643;; ~~Cl' No~'1 ~ ~=r~ ~ h. Contract As Awarded $ 9,396,526.00 Not Included $ 9,396,526 Previously approved Chan a Orders $ 43,399.19 $ 43,399.19 Chan a Order No. 7 $ 40,594.53 $ 40,594.53 Chan a Order No. 9 $ 298,278.28 $298,278.28 Chan a Order No. 36 $ 398,822.00 $398,822.00 Chan a Order No. 37 $1,319,177 $ 1,319,177 TOTAL ADJUSTED CONTRACT COST $10,177,620.00 $ 1,319,177 $11,496,797 The I-580/Fallon Road Interchange Improvement Project (CIP No. 96430) is being funded primarily with monies advanced by the Lin Family in relation to the Dublin Ranch Development. Funds for the I-580 Westbound Auxiliary Lane project (CIP No. 96431) is being funded with Measure B funds by way of a Fund Transfer Agreement with the Alameda County Congestion Management Agency. DESCRIPTION: On May 6, 2008, the City Council awarded Contract No. 07-13A, I-580/Fallon Road Interchange Improvement Project, to a joint venture created by two firms -American Civil Constructors and Top Grade Construction. The work is continuing and is now more than 60% complete. As with any complex construction project, there are contract change orders (or CCOs) issued to reflect the needs for the project. City policy, as adopted in City Council Resolution No. 18-88 (Attachment 2), requires City Council approval once the cumulative value of contract change orders exceeds 5% of the original project bid amount. City Council approval is also required on any single change order in the amount of $25,000 or more. Contract Change Orders No. 7 and 9 (I-580/F'allon Interchange Improvements, CIP No. 96430) Although a total of 38 CCOs have been issued, some of them did not impact the cost or reduced the cost, as shown on the summary (Attachment 1). To date there have been two CCOs that exceeded the $25,000 threshold. Contract Change Order No. 7 has been issued in the amount of $40,594.53. This CCO was necessary to remove two parallel 48-inch diameter cast-in-place pipes found to be in conflict with the planned structural section of the new westbound auxiliary lane approaching the westbound Fallon Road off-ramp. The pipes could not remain because they were too shallow and had to be removed and disposed of at a recycling facility. Page 2 of 4 Contract Change Order No. 9 has been issued in the amount of $298,278.28. This CCO was necessary to replace the removed pipes previously mentioned with a new 42-inch reinforced concrete pipe (722 feet long), including steel reinforced concrete backfill, additional drainage structures, modification of an electric conduit run and grading of the roadway shoulder area. As part of this Agenda Item, Staff is seeking approval of these CCOs, which were negotiated before the cumulative CCOs reached 5%. Adequate funds are budgeted to accommodate these changes. Contract Change Order No. 36: (I-580/Fallon Interchange Improvements, CIP No. 96430) Contract Change Order No. 36 will compensate the contractor for cost and schedule impacts incurred due to a delay caused by revisions of the bridge falsework traffic opening configuration. The contractor's progress on the project was impacted by a revision to the bridge falsework traffic opening requirements. Shortly before the bridge falsework over I-580 was to be constructed, Caltrans raised concerns regarding the configuration of the bridge falsework traffic opening, temporary K-rail and traffic striping on the freeway mainline. After six weeks of additional Caltrans reviews and several meetings, Caltrans approved an alternative configuration for the bridge falsework traffic opening. During this six-week period, the Contractor's work force was kept on site because all parties believed the response from Caltrans was imminent. The alternative bridge falsework configuration required pavement work, shifting of temporary K-rail and restriping of the freeway. These changes took four weeks to plan, schedule, implement and construct. • This Contract Change Order is a negotiated settlement of the complex cost and schedule impacts from the revisions to the bridge falsework traffic opening and the associated delay. The amount of the contract will be increased by a sum of $398,822 and the contract period provided for completion will be adjusted by forty-nine (49) working days. Given the length of the construction period for this project, a modification of the cumulative threshold is recommended. Based on the original appropriation of a 10% construction contingency plus the $150,000 budgeted for two supplemental work items that are to be completed as CCOs (transition road work at Fallon Road and Central Parkway, and maintaining traffic), the balance remaining for Contract Change Order work is $308,559 as shown below: ~:' ~ ~ ~ ~~ntin;eny ~ .~= ,r~_ Construction Contingency at time of Award 10% $ 939,653 Supplemental Item of Work- Transition Road Work $ 100,000 Supplemental Item of Work - Maintain Traffic $ 50,000 Construction Contin enc Used Previousl a roved CCOs $ 43,399.19 Chan a Order No. 7 $ 40,594.53 Chan a Order No. 9 $298,278.28 Chan a Order No. 36 $ 398 822 BALANCE REMAINING $ 308,559 Page 3 of 4 It is requested that the City Manager be authorized to approve future CCOs based on the appropriated funds. At this point in the project, the remaining $308,559 amounts to approximately 3.3% of the original contract amount. The Resolution (Attachment 3) will authorize this change as it relates to this project. Contract Change Order No 39 (I-580 Westbound Auxiliary Lane Proiect, CIP No. 96431) Contract Change Order No. 39 involves a scope of work that will be accounted for under a separate Capital Improvement Project (CIP No. 96431) to construct the I-580 Westbound Auxiliary Lane between Fallon Road and Tassajara Road (as shown on attached CCO No. 39). This Contract Change Order is in accordance with the Fund Transfer Agreement between Dublin and the Alameda County Congestion Management Agency (ACCMA), which is scheduled for City Council approval under a separate item on this agenda. The project will alleviate traffic congestion and increase traffic safety on westbound I-580 by providing an extra lane between Fallon Road and Tassajara Road. Per CCO No. 39, the Contractor shall be compensated at agreed unit prices for a total of $1,319,176.68. Given the unique circumstances of a separate scope of work and project established with a Contract Change Order, it is recommended that a separate construction contingency be established for this project. A 10% Construction Contingency for Change Order No. 39 would equal $131,918. In addition, the fund transfer agreement with the ACCMA includes two supplemental items of work at an estimated cost of $739,304. These are additional pavement and ramp alignment changes necessary to conform to the proposed eastbound and westbound auxiliary lane between Fallon Road and Airway Boulevard in Livermore. The total contingency fund for the Westbound Auxiliary Lane project is $871,222. ~ ~ ~~ ,.'t~'° ~{r ~ ~Y~ ..L.- yj~ 0~.-. , f ~.~`~x~,- `x ~F J e~, i ~ Y Construction Contingency 10% of Chan a Order #39 $ 131,918 Se ment 14B Work $ 49,093 Se ment 14C Work $ 690 211 TOTAL CONTINGENCY $ 871,222 It is requested that the City Manager be authorized to approve future change orders based on the appropriated funds for CIP No. 96431, I-580 Westbound Auxiliary Lane Project. The Resolution (Atta.chment 3) will authorize this change as it relates to this project. RECOMMENDATION: Staff recommends that the ~ City Council: 1) Approve Contract Change Orders No. 7, 9, and 36 in the amounts of $40,594.53, $298,278.28, and $398,822 respectively as they relate to CIP No. 96430, I-580 / Fallon Road Interchange Improvements; 2) Approve Contract Change Order No. 39 in the amount of $1,319,176.68 as it relates to CIP No. 96431, I-580 Westbound Auxiliary Lane; and 3) Adopt the Resolution authorizing the City Manager or her designee to approve subsequent Contract Change Orders up to appropriated funds of $308,559 for CIP No. 96430 and $871,222 for CIP No. 96431. Page 4 of 4 ~~1~ CHANGE ORDER SUMMARY DATE: June 2, 2009 PROJECT NAME: I-580/Fallon Rd. Interchan a Im rovements CIP #: 96430 CONTRACT NO: 07-13A CONTRACTOR: ACC/Top Grade Construction, JV PERCENT COMPLETED: 62.0% CONTRACT AMOUNT: $9,396,526.25 (excluding Change Orders) APPROVED BUDGET AMT: $11,042,000.00 CHANGE ORDERS: CHANGE ORDER #1 $14,729.40 CHANGE ORDER#2 $6,940.50 CHANGE ORDER #3 $4,747.95 CHANGE ORDER #4 $5,520.07 CHANGE ORDER #5 ($12,283.34) CHANGE ORDER #6 $1,585.50 CHANGE ORDER #7 $40,594.53 , CHANGE ORDER #8 CHANGE ORDER #9 $298,278.28 CHANGE ORDER #10 $1,485.68 CHANGE ORDER #11 $0.00 CHANGE ORDER #12 ($30,876.51) CHANGE ORDER #13 $5,722.00 CHANGE ORDER #14 $15,791.43 CHANGE ORDER #15 $1,738.04 CHANGE ORDER #16 CHANGE ORDER #17 $11,204.99 CHANGE ORDER #18 CHANGE ORDER #19 CHANGE ORDER #20 $5,237.48 CHANGE ORDER #21 CHANGE ORDER #22 $2,501.44 CHANGE ORDER #23 CHANGE ORDER #24 ~' CHANGE ORDER #25 $6,594.38 CHANGE ORDER #26 CHANGE ORDER #27 $2,759.91 CHANGE ORDER #28 CHANGE ORDER #29 CHANGE ORDER #30 CHANGE ORDER #31 CHANGE ORDER #32 z+~„-~tsa ~~z ~ ATTACHMEN~L a~ ~~ CHANGE ORDER #33 CHANGE ORDER #34 CHANGE ORDER #35 CHANGE ORDER #36 CHANGE ORDER #37 CHANGE ORDER #38 CHANGE ORDER #39 $398,822.00 $1,319,176.68 TOTAL OF CHANGE ORDERS: $2,100,270.41 CURRENT CHANGE ORDER DESCRIPTION: Contract Change Orders No.7, 9, 36 and 39 are for work items not included in the original contract documents. ADJUSTMENT CONTRACT AMOUNT: $11,496,796.66 PROGRESS PAYMENTS MADE: PAYMENT #1 PAYMENT #2 PAYMENT #3 PAYMENT #4 PAYMENT #5 PAYMENT #6 PAYMENT #7 PAYMENT #8 PAYMENT #9 PAYMENT #10 PAYMENT #11 PAYMENT #12 PAYMENT #13 TOTAL PROGRESS PAYMENTS: $150,381.88 $735,628.95 $837,835.28 $642,947.69 $1,013,451.67 $758,554.04 $884,938.86 $609,398.31 $294,609.03 $820,566.23 $385,869.09 $7,134,181.03 REMAINING BALANCE ON CONTRACT: $4,362,615.63 RECOMMENDATION: APPROVED APPROVED APPROVED DENIED DENIED DENIED SIGNATURES: Public Works Director Ci Mana er Ma or Ci:\CIP\I-580-Fallon Rd\Project ConstructionlCCO Summary 3~~~ CITY OF DUBLIN 100 Civic Plaza ORDER NO. 7 Dublin, CA 94568 DATE: Jan. 7, 2009 CONTRACT CHANGE ORDER # 7 I STATE CONTRACT FOR: I-580/ Fallon Road Interchange Improvements COUNTY CONTRACT NO: 07-13A Alameda OWNER: City of Dublin CONTRACTOR: American Civil Constructors /Top Grade Construction, JV CONTRACT BID PRICE: $9,396,526.25 ORIGINAL CONTRACT COMPLETION DATE: July 3, 2009 CONTRACT WORKING DAYS: 250 working days + 0 CCO days = 250 working days TO: American Civil Constructors /Top Grade Construction, JV (Contractor) You are hereb re uested to tom I with the followin than es from to the contract tans, s ecifications, or other contract documents: Description of Changes DECREASE INCREASE (Supplemental Plans and Specifications Attached) in Contract Price In Contract Price Extra Work at Force Account Pothole to ascertain the vertical and horizontal locations of twin 1200 mm CIP pipes that encroach into the structural section of the future westbound auxiliary lane. Excavate to expose the top portions of the twin 1200 mm CIP pipes for entire length of the area where the pipes encroach into the auxiliary lane structural section. Demolish a 10+/- foot section of the existing 1200 mm CIP pipes to expose a cross section of the pipes so the wall thickness of the pipes can be measured and to determine if the pipes have any steel reinforcing. Demolish, remove and dispose of twin 1200 mm CIP pipes located 28+/- left of 68M 123+85+/- to 68M 126+90+/- (all areas where the pipes conflict with construction of the auxiliary lane). Separate concrete from soil and dispose of concrete at recycling facility. Backfill and compact trench and rough grade for future auxiliary lane and shoulder construction. Provide traffic control as necessary to perform the work described above. Totals NET CHANGE IN CONTRACT P 594.53 JUSTIFICATION: During excavation for the roadway structural section of the westbound auxiliary lane two parallel 1200 mm cast-in-place (CIP) pipes were encountered. The 1200 mm CIP pipes were found to be as much as two feet up into the planned structural section of the auxiliary lane. The Contractor was directed to pot hole at a few locations to determine the location of the pipes so the designer and Caltrans could be informed of the circumstances. After meetings with the designers and Caltrans it was determined that more information on the pipes was needed. Excavation of the soil above the pipes was performed to expose the pipes for the entire length the pipes conflicted with the structural section. A 10 foot section of the pipes was demolished to determine the wall .thickness of the pipes and if the pipes had any steel reinforcement. The information on the pipes was forwarded to Caltrans Hydraulics Department who confirmed the unreinforced pipes were. not strong enough to sustain traffic loads. It was determined the twin 1200 mm pipes must be removed. A replacement drainage system will be designed and constructed outside the structural section. 1 ~, ~,~~ The amount of the Contract will be Increased by the sum of: The projected Contract Total Including this and previous Change Orders Will Be: $9,452,222.50 $ 40,594.53 The Contract Period Provided for Completion Will Be (Unchanged): Zero Working Days Projected Contract Completion Date: July 3, 2009 Upon execution by representatives authorized to bind the parties, this Change Order will become a part of the contract. The consideration specified in this Change Order (whether an adjustment of the contract price, an adjustment of time, and/or other consideration) is the full and sole compensation owed to the contractor as a result of the changes and issues described in this Change Order. Such consideration includes, but is not limited to, any and all direct and indirect costs incurred by the contractor as a result of the changes and issues described in this Change Order for any labor, equipment, materials, overhead (additional, extended, field and home office), profit, or time adjustments. By signing this Change Order the contractor waives and releases the owner from any and all claims for additional compensation concerning any of the changes and issues specified in this Change Order. The undersigned, being the (Title) of the Contractor, by signing this Change Order declares under penalty of perjury under the laws of the State of California, and does personally certify and attest that: the undersigned has thoroughly reviewed the attached request for change order and knows its contents, and said request for change order is made in good faith; that it is supported by truthful and accurate data; that the amount requested and the additional time requested accurately reflect the allowable expenses that would be incurred, and the time necessary, to perform the change order; and further, that the undersigned is familiar with California Penal Code Section 72 and California Government Code Section 12650 et seq., pertaining to false claims, and further knows and understands that the submission or certification of a false claim may lead to fines, imprisonment, or other severe legal consequences. Submitted by: ~ ~~ ~ ~ ~ y James .Scott, Resident Engineer _ (Date) Approval Recom Fer ayi'd Del sario, enior Civil Engineer ~~ Accepted ~ Robert L. Fisher-Executive V.P. (Name and Title) Approved 925984 2 z-9-off (Date) 1/21/09 (Date) ~~~ ate) 5~,~ .CITY OF DUBLIN 100 Civic Plaza ORDER NO. Dublin, CA 94568 9 DATE: Mar. 17.2009 CONTRACT CHANGE ORDER # 9 I STATE is CONTRACT FOR: I-580/ Fallon Road Interchange Improvements COUNTY CONTRACT NO: 07-13A Alameda OWNER: City of Dublin CONTRACTOR: American Civil Constructors /Top Grade Construction, JV CONTRACT BID PRICE: $9,396,526.25 ORIGINAL CONTRACT COMPLETION DATE: June 10, 2009 CONTRACT WORKING DAYS: 250 working days + 0 CCO days = 250 working days TO: American Civil Constructors /Top Grade Construction, JV (Contractor) You are hereb re uested to com I with the followin Chan es from to the contract lans, s ecifications, or other contract documents: Description of Changes DECREASE INCREASE (Supplemental Plans and Specifications Attached) in Contract Price In Contract Price Extra Work at Force Account Install 1050mm Reinforced Concrete Pipe from B8M 123+84 +/- to 68M 126+93 +/-. Place reinforcing bar around reinforced concrete pipe and backfill with concrete as shown on plan sheet DD-10. Construct drainage inlet structures and roadway structural section between concrete backfill and existing structural section. All work shall be performed in accordance with sheet 3 through 9 of this change order, the special provisions, standard spec cations, and as directed by the Engineer. $298,278.28 Totals NET CHANGE IN CONTRACT PRICE JUSTIFICATION: The location'of the existing storm drain system along the right shoulder of the westbound auxiliary lane was found to be within the limits of the new roadway structural section. The existing double 48" cast-in-place concrete pipe and drainage inlets were removed in the areas where ~^~' - they conflicted with the new roadway structural section under. change order no. 7. The new ` ~~'` Reinforce Concrete Pipe will be installed outside the limits of the new roadwa structural section ~ ~-~d S~ ~ will be connected to the existing drainage system. The 600mm wide Lean Concrete Base (LCB) nd ~ ~ / ~~~~ concrete backfill section between the pipe and the existing roadway was installed at the request of, c~ ~ and will be reimbursed by the Alameda County Congestion Management Agency. The concrete ~~ °~° backfill and LCB are for the anticipated roadway construction of the future I-580 HOVlHOT Lane ~~~~~~ widening project. Caltrans design and construction oversight staff reviewed and concurred with this t ~ ~.1 change. _~.~ 1_`~ Q~ 1 ~~ i.~j'~V ~ ~ ~ r~- The amount of the Contract will be Increased by the sum of: $ 298,278.28 The projected Contract Total Including this and previous Change Orders Will Be: $9,755,738.20 1 The Contract Period Provided for Completion Will Be (Unchanged): Zero Working Days Projected Contract Completion Date: July 17, 2009 Upon execution by representatives authorized to bind the parties, this Change Order will become a part of the contract. The consideration specified in this Change Order (whether an adjustment of the contract price, an adjustment of time, and/or other consideration) is the full and sole compensation owed to the contractor as a result of the changes and issues described in this Change Order. Such consideration includes, but is not limited to, any and atl direct and indirect costs incurred by the contractor as a result of the changes and issues described in this Change Order for any labor, equipment, materials, overhead (additional, extended, field and home office), profit, or time adjustments. By signing this Change Order the contractor waives and releases the owner from any and all claims for additional compensation concerning any of the changes and issues specified in this Change Order. The undersigned, being the. (Title) of the Contractor, by signing this Change Order declares under penalty of perjury under the laws of the State of California, and does personally certify and attest that: the undersigned has thoroughly reviewed the attached request for change order and knows its contents, and said request for change order is made in good faith; that it is supported by truthful and accurate data; that the amount requested and the additional time requested accurately reflect the allowable expenses that would be incurred, and the time necessary, to perform the change order; and further, that the undersigned is familiar with California Penal Code Section 72 and California Government Code Section 12650 et seq., pertaining to false claims, and further knows and understands that the submission or certification of a false claim may lead to fines, imprisonment, or other severe legal consequences. Submitted by: Approval Recomme e ~~~ /, ~~cce ted ~~~~'/ Robert L, F Approved E. 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'~ ~~i /~ ~.a ti~,~ CITY OF DUBLIN 100 Civic Plaza Dublin, CA 94568 ORDER NO. 36 DATE: Ma 11, 2009 CONTRACT CHANGE ORDER # 36 STATE California CONTRACT FOR: I-5801 Fallon Road Interchange Improvements COUNTY CONTRACT NO: 07-13A Alameda OWNER: City of Dublin CONTRACTOR: American Civil Constructors 1 Top Grade Construction, JV CONTRACT BID PRICE: $9,396,526.25 ORIGINAL CONTRACT COMPLETION DATE: June 10, 2009 CONTRACT WORKING DAYS: 250 working days + 0 CCO days = 250 working days TO: American Civil Constructors /Top Grade Construction JV (Contractor) You are hereby requested to comply with the following chances from to the contract plans. specifications or other rnntrart rlnruments~ Description of Changes DECREASE INCREASE in Contract Price In Contract Price Compensate Contractor for cost and schedule impacts incurred due to delay caused by revisions of the bridge falsework traffic opening configuration. The delay period addressed by this change order is defined as November 14, 2008 to January 27, 2009. Adjustment of Compensation at Agreed Lump Sum Prices 1) Materials and Eauipment Compensate Contractor for materials, equipment (idle & utilized), traffic control devices and job site facilities to maintain site during the delay period. Materials and equipment include, but are not limited to traffic control devices, field office trailers and associated equipment, various construction equipment including fuel and lubrication costs, bridge falsework materials, safety supplies, small tools and portable restroom facilities. Agreed Lump Sump Price for Materials and Equipment = $131,365.73 $ 131,365.73 2) Labor Compensate Contractor for labor costs incurred maintaining and protecting construction site and bridge construction materials as well as idle time of construction personnel on site during indefinite duration of delay. Agreed Lump Sump Price for Labor = $43,985.01 $43,985.01 3) Construction Site Management Compensate Contractor for cost of construction project management staff during indefinite duration of delay. Agreed Lump Sump Price for Construction Site Management = $171,527.50 $171,527.50 4) Miscellaneous Compensate Contractor for other miscellaneous costs incurred due to delay including but not limited to bonds and insurance as well as escalation costs for external equipment, subcontractors, labor, concrete and other materials. Agreed Lump Sump Price for Miscellaneous = $51,943.76 $51,943.76 This change order constitutes full compensation, including markups and any overhead costs for all cost and schedule impacts incurred between November 14, 2008 to January 27, 2009. Totals $ 398,822.00 NET CHANGE IN CONTRACT PRICE $ 398 822.00 1 -' 15 J JUSTIFICATION: The Contractor's progress on the project was impacted by a revision to the bridge falsework traffic opening requirements. Shortly before the bridge falsework over I-580 was to be constructed, Caltrans raised concerns regarding the configuration of the bridge falsework traffic opening, temporary K-rail and traffic striping. The bridge falsework traffic opening was constructed according to the Caltrans approved construction staging plans. After six weeks of additional reviews and several meetings, Caltrans finally approved an alternative configuration for the bridge falsework traffic opening. During this six week period, the Contractor's work force was kept on site because all parties believed the response from Caltrans was imminent. The alternative bridge falsework opening configuration required completion of the pavement structural section on the eastbound loop on-ramp, restriping of the freeway, and shifting of temporary K-rail. These changes took four weeks to plan, schedule, implement and construct. This change order is a negotiated settlement of the complex cost and schedule impacts resulting from the revisions to the bridge falsework traffic opening and the associated delay. The amount of the Contract will be increased by the sum of: $ 398,822.00 The projected Contract Total Including this and previous Change Orders Will Be: $11,634,170.43 The Contract Period Provided for Completion Will Be Adjusted: Forty-Nine (49) Working Days Projected Contract Completion Date: October 23, 2009 Upon execution by representatives authorized to bind the parties, this Change Order will become a part of the contract. The consideration specified in this Change Order (whether an adjustment of the contract price, an adjustment of time, and/or other consideration) is the full and sole compensation owed to the contractor as a result of the changes and issues described in this Change Order. Such consideration includes, but is not limited to, any and all direct and indirect costs incurred by the contractor as a result of the changes and issues described in this Change Order for any labor, equipment, materials, overhead (additional, extended, field and home office), profit, or time adjustments. By signing this Change Order the contractor waives and releases the owner from any and all claims for additional compensation concerning any of the changes and issues specified in this Change Order. The undersigned, being the (Title) of the Contractor, by signing this .Change Order declares under penalty of perjury under the laws of the State of California, and does personally certify and attest that: the undersigned has thoroughly reviewed the attached request for change order and knows its contents, and said request for change order is made in good faith; that it is supported by truthful and accurate data; that the amount requested and the additional time requested accurately reflect the allowable expenses that would be incurred, ahd the time necessary, to perform the change order; and further, that the undersigned is familiar with California Penal Code Section 72 and California Government Code Section 12650 et seq., pertaining to false claims, and further knows and understands that the submission or certification of a false claim may lead to fines, imprisonment, or other severe legal consequences. Submitted by: Approval Accepted % ~K~ Robert L. Fi: American Approved by E. Scott, Resident Engineer Engineer Vice Pres. (Name and Title) /Top Grade Construction, JV Melissa Morton, City of Dublin, Public Works Director _ ,S '~Z ~~ (Date) ~~r/~q (Date) 5/14/09 (Date) (Date) 925984 ~~~~ CITY OF DUBLIN 100 Civic Plaza ORDER NO. Dublin, CA 94568 39 DATE: A ril 20, 2009 ..CONTRACT CHANGE ORDER # 39 STATE California CONTRACT FOR: I-580/ Fallon Road Interchange Improvements COUNTY CONTRACT NO: 07-13A Alameda OWNER: City of Dublin CONTRACTOR: American Civil Constructors /Top Grade Construction, JV CONTRACT BID PRICE: $9,396,526.25 ORIGINAL CONTRACT COMPLETION DATE: July 5, 2009 ORIGINAL CONTRACT WORKING DAYS: 250 working days TO: American Civil Constructors /Top Grade Construction JV (Contractor) You are hereb re nested to com I with the followin chap es from to the contract tans, s ecifications, or other contract documents: Description of Changes DECREASE INCREASE (Supplemental Plans and Specifications Attached) in Contract Price In Contract Price Construct auxiliary lane on westbound I-580 from 68M 108+50 +/- to B8M 115+39.36 +/- as shown on pages 14 to 60 of this change order. Contractor shall be compensated at agreed unit prices as listed below. , Estimate of Extra Work at Agreed Unit Prices NO. ITEM DESCRIPTION UNIT EST. UNIT CCO QUANTITY PRICE AMOUNT 1 TEMPORARY FIBER ROLLS M 20 $30.00 $600.00 2 TEMPORARY SILT FENCE M 600 $7.00 $4,200.00 3 TEMPORARY CONSTRUCTION EA 1 $2 500 00 $2 500 00 ENTRANCE , . , . 4 STREET SWEEPING LS 1 $3,500.00 $3,500.00 5 TEMPORARY CONCRETE WASHOUT (PORTABLE EA 1 $5,000.00 $5,000.00 6 CONSTRUCTION AREA SIGNS LS 1 $3;927.00 $3,927.00 7 TRAFFIC CONTROL SYSTEM LS 1 $33,300,00 $33,300.00 8 TE PEORARY TRAFFIC STRIPE M 850 $14 70 $12 495 00 . , . 9 CHANNELIZER (SURFACE MOUNTED EA 8 $33.60 $268.80 10 FLASHING BEACON PORTABLE EA 1 $1,100.00 $1,100.00 11 TEMPORARY PAVEMENT MARKER EA 250 $5.78 $1,443.75 12 TEMPORARY RAILING TYPE K M 750 $45.00 $33,750.00 13 REMOVE METAL BEAM GUARD M 31 $43 05 $1 334 55 RAILING . , . 14 REMOVE THERMOPLASTIC M 280 $12 60 $3 528 00 TRAFFIC STRIPE . , . 15 REMOVE PAVEMENT MARKER EA 910 $2.10 $1,911.00 16 REMOVE ROADSIDE SIGN (WOOD EA 2 $105 00 $210 00 POST . . 17 REMOVE CONCRETE PAVEMENT M3 240 $95 00 $22 800 00 AND BASE . , . 18 RECONSTRUCT METAL BEAM M 29 $66 15 $1 918 35 GUARD RAILING . , . 19 RELOCATE ROADSIDE SIGN EA 4 $263 00 $1 052 00 OOD POST . , . 20 RELOCATE SIGN PANEL EA 2 $315.00 $630.00 21 CLEARING AND GRUBBING LS 1 3 500.00 3 500.00 See Table to Left 1 22 ROADWAY EXCAVATION M3 4,570 $31.00 $141,670.00 23 EROSION CONTROL YPE D HA 0.1 $21,000.00 $2,100.00 24 BIOFILTRATION STRIPS M2 1,960 $3.97 $7,779.24 25 FIBER ROLLS M 590 $8.00 $4,720.00 26 CLASS 4 AGGREGATE SUBBASE M3 2,840 $31.00 $88,040.00 27 LEAN CONCRETE BASE M3 1,140 $203.77 $232,297.80 28 ASPHALT CONCRETE TYPE A TONN 2,430 $105.00 $255,150.00 29 ASPHALT CONCRETE (OPEN GRADED) TONN "310 $150.00 $46,50.0.00 30 PLACE ASPHALT CONCRETE DIKE M 200 $15.30 $3,060.00 31 MINOR CONCRETE (MINOR M3 6 $2 437 50 $14 625 00 STRUCTURE , . , . 32 BAR REINFORCING STEEL KG 25 $2.25 $56.25 33 FURNISH SIGN STRUCTURE KG 10 243 $13 07 $133 901 62 RUSS , . . , 34 INSTALL SIGN STRUCTURE KG 10 243 $0 60 $6 145 80 TRUSS) , . , . 35 FURNISH FORMED PANEL SIGN M2 23 $162 75 743 25 $3 OVERHEAD . . , . 36 FURNISH LAMINATED PANEL SIGN M2 17 $210 00 $3 570 00 25.4 MM-TYPE B . , . 1524 mm CAST-IN-DRILLED-HOLE 37 CONCRETE PILE (SIGN M 8 $2,152.50 $17,220.00 FOUNDATION 38 INSTALL ROADSIDE SIGN EA 2 $4 321.80 643.60 $8 LAMINATED WOOD BOX POST , , 39 450 mm ALTERNATIVE PIPE M 87 $261 14 $22 718 75 CULVERT TYPE A) . , . 40 450 mm ALTERNATIVE PIPE M 75 $367 00 $27 524 70 CULVERT TYPE B . , . 41 MINOR CONCRETE (MISC. M3 4 $2 815 50 $11 262 00 CONSTRUCTION , . , . 42 MISCELLANEOUS IRON AND STEEL KG 592 $4.20 $2,486.40 43 DELINEATOR CLASS 1 EA 10 $30.00 $300.00 44 OBJECT MARKER EA 2 $37.00 $74.00 45 METAL BEAM GUARD RAILING M 35 $90 30 160 $3 50 WOOD POST . , . 46 VEGETATION CONTROL (MINOR M2 90 25 $68 $6 142 50 CONCRETE . , . 47 SFD ANCHOR ASSEMBLY (TYPE EA 2 $840 00 $1 680 00 . , . 48 ALTERNATIVE FLARED TERMINAL EA 2 $2 835 00 670 $5 00 SYSTEM , . , . 49 100 mm THERMOPLASTIC TRAFFIC M 920 $4 41 $4 057 20 STRIPE . , . 50 200 mm THERMOPLASTIC TRAFFIC M 170 $7 61 $1 294 13 STRIPE , . , . 51 200 mm THERMOPLASTIC TRAFFIC M 650 $5 25 $3 412 50 STRIPE BROKEN 3.66M - 0.92M) . . , 52 PAVEMENT MARKER (NON- EA 760 $3 15 $2 394 00 REFLECTIVE . , . 53 PAVEMENT MARKER EA 150 $6 30 $945 00 RETROREFLECTIVE -TYPE C . . 54 PAVEMENT MARKER (RETROREFLECTIVE -TYPE G EA 240 $6.30 $1,512.00 55 MODIFY LIGHTING AND SIGN LS 1 $44 352 00 $44 352 00 ILLUMINATION , . , . 56 MOBILIZATION LS 1 $30,000.00 $30,000.00 57 CONSTRUCTION-SITE MANAGEMENT LS 1 $42,000.00 $42,000.00 TOTAL ESTIMATED CONSTRUCTION COST $1,319,176.68 The unit prices above include the 1% state sales tax increase effective April 1, 2009 and constitute full compensation including overhead and markups for the work of this change. There shall be no adjustment of contract unit prices on the primary contract in accordance with section 4- 1.036 of the Standard Specifications due to this change order. i~~ ~ All work shall conform to the Standard Specifications, the contract Special Provisions and the attached CCO No. 39 special provisions, pages 4 to 13 (labeled SP 1 to SP 10) of this change order. r Time df Completion r ~~ The work of this change shall be diligently prosecuted to completion before the expiration of 75 working days. The ,first working day shall be the second day after Notice to Proceed is given by the City for this change order. The time of completion (75 working days) for this change order shall be tracked independently of primary contract time. The Contractor shall credit the City $500.00 per day for each day's delay in completing the work of this change order. In the event that completion of the work designated by this change order is extended beyond completion of the primary contract, the Contractor shall be given a commensurate time extension on the primary contract until the change order work is completed. Totals $ $ 1,319,176.68 NET CHANGE IN CONTRACT PRICE $ 1,319,176.68 JUSTIFICATION: Construction of the auxiliary lane will help alleviate traffic congestion on westbound 1- 580 and decrease travel times for Dublin residents who access westbound I-580 from Fallon Road and residents exiting from westbound I-580 to Tassajara Road. The City will be reimbursed for 100% of the cost of this change order from the Alameda County Congestion Management Agency. This change order has been reviewed and approved by Caltrans. The amount of the Contract will be Increased by the sum of: $ 1,319,176.38 The projected Contract Total Including this and previous Change Orders Will Be: $11,235,348.43 The Contract Period Provided for Completion Will Be (Unchanged): Zero Working Days Projected Contract Completion Date: July 21, 2009 Upon execution by representatives authorized to bind the parties, this Change Order will become a part of the contract. The consideration specified in this Change Order (whether an adjustment of the contract price, an adjustment of time, andlor other consideration) is the full and sole compensation owed to the contractor as a result of the changes and issues described in this Change Order. Such consideration includes, but is not limited to, any and all direct and indirect costs incurred by the contractor as a result of the changes and issues described in this Change Order for any labor, equipment, materials, overhead (additional, extended, field and home office), profit, or time adjustments. By signing this Change Order the contractor waives and releases the owner from any and all claims for additional compensation concerning any of the 'changes and issues specified in this Change Order. The undersigned, being the (Title) of the Contractor, by signing this Change Order declares under penalty of perjury under the laws of the State of California, and does personally certify and attest that: the undersigned has thoroughly reviewed the attached request for change order and knows its contents, and said request for change order is made in good faith; that it is supported by truthful and accurate data; that the amount requested and the additional time requested accurately reflect the allowable expenses that would be incurred, and the time necessary, to perform the change order; and further, that the undersigned is familiar with California Penal Code Section 72 and California Government Code Section 12650 et seq., pertaining to false claims, and further knows and understands that the submission or certification of a false claim may lead to fines, imprisonment, or other severe legal consequences. Submitted by: ~ ~' Z8'"Qq mes E. Scott, Resident Engineer (Date) Approval Recomm nded y: ~ ~/ ~ F rdinan el Ros io, Senior Civil Engineer (ate) Ac pted 5/5/09 ~~~' Robert L.. ~-T ` Exfe .Y~.ceG P~'e~s (Name and Title) (Date). Amencan rvi or3struc ors op ra a onstruction, JV Approved by Melissa Morton, City of Dublin, Public Works Director (Date) 925984 .~ I~ ~~ City of Dublin -Contract No. 07-13A I-580 / Fallon Road Interchange Improvements 04-257604 INSERT TO PAGE SP-219 10-1.00 CONSTRUCTION PROJECT INFORMATION SIGNS Before any major physical construction work readily visible to highway users is started on this contract, the Contractor shall furnish and-erect 1 Type 2 Construction Project Information signs at the locations designated by the Engineer. The signs and overlays shall be of a type and material consistent with the estimated time of completion of the project and shall conform to the details shown on the plans. The sign letters, border and the Department's construction logos shall conform to the colors (non-reflective) and details shown on the plans, and shall be on a white background (non- reflective). The colors blue and orange shall conform to PR Color Number 3 and Number 6, respectively, as specified in the Federal Highway Administration's Color Tolerance Chart. The sign message to be used for fund types shall consist of the following, in the order shown: ALAMEDA COUNTY TRANSPORTATION FUNDS The sign message to be used for type of work shall consist of the following: HIGHWAY CONSTRUCTION The sign message to be used for the Year of Completion of Project Construction will be furnished by the Engineer. The Contractor shall furnish and install the "Year" sign overlay within 10 working days of notification of the year date to be used. The letter sizes to be used shall be as shown on the plans. The information shown on the signs shall be limited to that shown on the plans. The signs shall be kept clean and in good repair by the Contractor. Upon completion of the work, the signs shall be removed and disposed of outside the highway right of way in conformance with the provisions in Section 7-1.13 of the Standard Specifications. Full compensation for furnishing, erecting, maintaining, and removing and disposing of the construction project information signs shall be considered as included in the contract lump sum price paid for construction area signs and no additional compensation will be allowed therefor. City of Dublin Contract No. 07-13A I-580 / Fallon Road Interchange cco # 3R CCO No. 39 - SP 1 Page y of ( O ~~~~ ADD TO 10-1.02 WATER POLLUTION CONTROL STORM WATER POLLUTION PREVENTION PLAN PAGE SP-225 B. Temporary Sediment Control 4. Street Sweeping 5. Temporary Check Dam D. Waste Management and Materials Pollution Control 2. Temporary Concrete Washout (Portable) City of Dublin Contract No. 07-13A I-580 / Fallon Road Interchange cco # 3 9 CCO No. 39 - SP 2 page 3 of 60 a~ ~7~ INSERT TO PAGE SP-244 10-1.041 STREET SWEEPING Street sweeping shall be conducted where sediment is tracked from the job site onto paved roads, as described in the approved Storm Water Pollution Prevention Plan (SWPPP) in accordance with "Water Pollution Control" of these special provisions, and as directed by the Engineer. Street sweeping shall be one of the water pollution control practices for sediment control. The SWPPP shall include the use of street sweeping. Street sweeping shall be performed in accordance with Section 4, SC-7 in the Construction Site Best Management Practices Manual of the Caltrans Storm Water Quality Handbooks. The number of street sweepers shall be as designated in the approved SWPPP. The Contractor shall maintain at least one sweeper on the job site at all times during the period that sweeping work is required. Sweepers shall be self-loading, motorized, and shall have spray. nozzles. Sweepers may include a vacuum apparatus. Street sweeping shall start at the beginning of clearing and grubbing and shall continue until completion of the project, or as directed by the Engineer. Street sweeping shall be performed immediately after soil disturbing activities occur or offsite tracking of material is observed. Street sweeping shall be performed so that dust is minimized. If dust generation is excessive or sediment pickup is ineffective as determined by the Engineer, the use of water or a vacuum will be required. At the option of the Contractor, collected material may be temporarily stockpiled in accordance with the approved SWPPP. Collected material shall be disposed of at least once per week. Material collected during street sweeping operations shall be disposed of in conformance with Section 7-1.13, "Disposal of Material Outside The Highway Right Of Way," of the Standard Specifications. MEASUREMENT AND PAYMENT The contract lump sum price paid for street sweeping shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and .for doing all the work involved in street sweeping, including disposal of collected material, as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the Engineer. City of Dublin Contract No. 07-13A I-580 / Fallon Road Interchange cco # 39 CCO No. 39 - SP 3 Page G of ~D aa~-,~ INSERT TO PAGE SP-249 10-1.061 TEMPORARY CONCRETE WASHOUT (PORTABLE) A portable temporary concrete washout shall be furnished, maintained, and removed as specified in the approved. Storm Water Pollution Prevention Plan in conformance with "Water Pollution Control" of these special provisions and as directed by the Engineer. A portable temporary concrete washout shall consist of a commercially available drum at a minimum size of 208-liter or alternate container upon written approval from the Engineer. The drum shall be stenciled "Concrete Waste Material." The letters shall be black and 100 mm in height on a white background. The top of the stenciling shall be 300 mm from the top of the barrel PLACEMENT A portable temporary concrete washout shall be as follows: A. A portable temporary concrete washout shall be in place prior to placement of concrete and shall be located in the immediate area of the concrete work as approved by the Engineer. The temporary concrete washout shall be located away from construction traffic or public access areas. After initial placement, temporary concrete washout shall be moved as needed for concrete construction work. When the temporary concrete washout is no longer required, as determined by the Engineer, it shall be removed and disposed of in conformance with the provisions in Section 7-1.13, "Disposal of Material Outside the Highway Right of Way," of the Standard Specifications. B. A sign shall be installed adjacent to each washout at a location determined by the Contractor and approved by the Engineer. Signs shall be installed in conformance with the provisions in Section 12-3.06B, "Portable. Signs" of the Standard Specifications. Each portable sign shall consist of a base, framework and a sign panel. The sign panel shall be made out of plywood and shall have a minimum size of 610 mm by 1200 mm. The sign panel shall read "Concrete Washout" with black letters, 150 mm in height, on a white background. C. The Contractor shall provide sufficient temporary concrete washout capacity to contain liquid and concrete waste generated by washout operations without seepage or spills. Maintaining the portable temporary concrete washout shall include removing and disposing of concrete waste. Concrete waste material generated shall be removed each day and disposed of in conformance with the provisions in Section 7-1.13, "Disposal of Material Outside the Highway Right of Way" of the Standard Specifications. The Contractor shall provide the name and location of the disposal facility to the Engineer before disposal of solid and liquid concrete waste. The Contractor shall provide verification that the off-site commercial or noncommercial disposal site has a permit issued by the California Regional Water Quality Control Board (RWQCB). If the disposal site is located outside of the State of California, the Contractor shall provide a copy of the permit issued by the state or local agency having jurisdiction over the disposal site. When relocating or transporting a portable temporary concrete washout, the portable washout shall be properly secured to prevent spilling of concrete waste material. City of Dublin Contract No. 07-13A I-580 / Fallon Road Interchange CCO#3~ CCO No. 39 - SP 4 Pa OP 7 of //ti a3 ~~~ PAYMENT The contract lump sum. price paid for temporary concrete washout (portable) shall include full compensation for furnishing all labor, materials, tools, equipment, including the sign, and incidentals, and for doing all the work involved in furnishing, placing, maintaining, repairing, replacing, transporting, disposing of concrete waste, and removing the washout, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. City of Dublin Contract No. 07-13A I-580 / Fallon Road Interchange CCO # 3 °~ CCO No. 39 - SP 5 PauA f1 of Gh ~~ ~~~ INSERT TO PAGE SP-249 10-1.062 TEMPORARY CHECK DAM Temporary check dams shall be constructed, maintained, and later removed at the locations shown on the approved Storm Water Pollution Prevention Plan (SWPPP) in conformance with "Water Pollution Control" of these special provisions, and in conformance with details shown on the plans and these special provisions. Temporary check dams shall be one of the water pollution control practices for sediment control. The SWPPP shall include the use of temporary check dams. Temporary check dams shall be either Type 1 (fiber roll) or Type 2 (gravel bag). MATERIALS Fiber Roll Fiber rolls shall be one of the following: 1. Constructed with a premanufactured blanket consisting of one material or a combination of materials consisting of wood excelsior, rice or wheat straw, or coconut fibers. The blanket shall be between 2.0 m and 2.4 m in width and between 20 m and 29 m in length. Wood excelsior shall be individual fibers, of which 80 percent shall be 150 mm or longer in length. The blanket shall have a photodegradable plastic netting or biodegradable jute, sisal, or coir fiber netting on at least one side. The blanket shall be rolled along the width and secured with jute twine spaced 2 m apart along the full length of the roll and placed 150 mm from the ends of each roll. The finished roll shall be between 200 mm and 250 mm in diameter, between 3 m and 6 m in length and shall weigh at least 0.81-kg/m. More than one blanket may be required to achieve the finished roll diameter. When more than one blanket is required, blankets shall be jointed longitudinally with an overlap of 150 mm along the length of the blanket. 2. A premanufactured roll of rice or wheat straw, wood excelsior, or coconut fiber encapsulated within a photodegradable plastic or biodegradable jute, sisal, or coir fiber netting. Rolls shall be between 200 mm and 250 mm in diameter, between 3 m and 6 m in length and shall weigh at least 1.6 kg/m. The netting shall have a minimum durability of one year after installation. The netting shall be secured tightly at each end of the rolls. Stakes Wood stakes shall be a minimum of 19 mm x 38 mm x 450 mm. Wood stakes. shall be untreated fir, redwood, cedar, or pine and cut from sound timber. They shall be straight and free of loose or unsound knots or other defects which would render them unfit for the purpose M „ intended. Metal stakes may be used as an alternative. The Contractor shall submit a sample of the metal stake for the Engineer's approval before installation. The tops of the metal stakes shall c ~ ~ be bent at a 90-degree angle. z ° °` ~ ~ M o Rope '~ ~ ~ o p x ~ a~ Rope shall be biodegradable, such as sisal or manila, with a minimum diameter of 6.35 mm. o r c~ ~ U ~ C • ~ a Gravel-filled Bag ~ ~ Q ~ Gravel bag fabric shall be nonwoven polypropylene geotextile (or comparable polymer) and c ~ shall conform to the following requirements: ~n ~, ' ~' CCO No. 39 - SP 6 as~~~ S ecification Requirements Mass per unit area, grams per square meter, min. 270 ASTM Desi nation: D 5261 Grab tensile strength (25-mm grip), kilonewtons, min. 0.89 ASTM Designation: D4632* Ultraviolet stability, percent tensile strength retained after 500 hours, 70 ASTM Designation: D4355, xenon arc lamp method * or appropriate test method for specific polymer Gravel bags shall be between 600 mm and 800 mm in length, and between 400 mm and 500 mm in width. Yarn used in construction of the gravel bags shall be as recommended by the manufacturer or bag supplier and shall be of a contrasting color. Gravel shall be between 10 mm and 20 mm in diameter, and shall be clean and free from clay balls, organic matter, and other deleterious materials. The opening of gravel-filled bags shall be secured to prevent gravel from escaping. Gravel-filled bags shall be between 13 kg and 22 kg in mass. INSTALLATION Temporary check dams shall be installed as follows: Temporary check dam (Type 1): Rope and notched stakes shall be used to restrain the fiber rolls against the surface of the unlined ditch or swale. Stakes shall be driven into the slope until the notch is even with the top of the fiber roll. Rope shall be knotted at each stake and laced between stakes. After installation of the rope, stakes shall be driven into the slope so that the rope will hold the fiber roll tightly to the slope. Furrows will not be required. If metal stakes are used, the rope may be laced and knotted on the bend at M ~ on ~ ~ O u O ~ z ~ ~. u ~ M :~ b ~ 0 o~G ~ v ~ U ~ o w Q~ ~«- o o ~ ~~ ~" w 0 0 a the top of the metal stakes. 2. Temporary check dam (Type 2): A single layer of gravel bags shall be placed in lined or unlined ditches with ends abutted tightly and not overlapped. 3. The bedding area for the temporary check dam shall be cleared of obstructions including, rocks, clods, and debris greater than 25 mm in diameter before installation. 4. The temporary check dam shall be installed across and approximately perpendicular to the centerline of a ditch or drainage line. 5. The temporary check dam shall be installed with sufficient spillway depth to prevent flanking of concentrated flow around the ends of the check dam. Details for an alternative temporary check dam shall be submitted to the Engineer for approval at least 7 days before installation. When the temporary check dam is no longer required, as determined by the Engineer, it shall be removed and disposed of in conformance with the provisions in Section 7-1.13, "Disposal of Material Outside the Highway Right of Way," of the Standard Specifications. Ground disturbances including holes and depressions caused by the installation and removal of the temporary check dam shall be backfilled and repaired in conformance with the provisions in Section 15-1.02, "Preservation of Property," of the Standard Specifications. MAINTENANCE Temporary check dams shall be maintained to provide sediment holding capacity and. to reduce runoff velocities. Split, torn, or unraveling rolls shall be repaired or replaced. Broken or CCO No. 39 - SP 7 ~6 ~~ split stakes shall be replaced. Sagging or slumping fiber rolls shall be repaired with additional stakes or replaced. Gravel bags shall be replaced when the bag material is ruptured or when the yarn has failed, allowing the bag contents to spill out. Locations where rills and other evidence of concentrated runoff have occurred beneath the check dams shall be corrected. When sediment exceeds 1/3 of the height of the check dam above ground, or when directed by the Engineer, sediment shall be removed. The removed sediment shall be deposited within the project limits so that the sediment is not subject to erosion by wind or by water. Temporary check dams shall be repaired or replaced the same day damage occurs. Washouts or scour beneath the temporary check dam shall be repaired. Temporary check dams damaged during the progress of work or resulting from the Contractor's vehicles; equipment, or operations shall be repaired or replaced at the Contractor's expense. MEASUREMENT AND PAYMENT Quantities of temporary check dams to be paid for will be determined by the meter measured along the centerline of the installed check dam. The contract price paid per meter for temporary check dam shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing temporary check dams, complete in place, including maintenance, .and removal, as shown on the plans, as specified in the Standard Specifications and. these special provisions, and as directed by the Engineer. City of Dublin Contract No. 07-13A I-580 / Fallon Road Interchange CCO # 3 `~ CCO No. 39 - SP 8 page j/ of 6p a7~~1 ADD TO 10-1.29 EXISTING HIGHWAY FACILITIES REMOVE CONCRETE Last Paragraph PAGE SP-304 Where no joint exists between concrete to be removed and concrete to remain in place, the concrete shall be cut on a neat line to the bottom of the concrete base_with a power driven saw before the concrete is removed. City of Dublin Contract No. 07-13A I-580 / Fallon Road Interchange CCO No. 39 - SP 9 CCO # 3 q Pa vP 17 of Gh a-~ ~ ~~ ADD TO 10-1.53 FURNISH SIGN LAMINATED PANEL SIGN After 6~' paragraph PAGE SP-345 Roadside laminated panel signs shall be Type B. Type B panels shall have a nominal thickness of 25.4 mm. The perimeter frame of Type B panels shall consist of extruded channel edges. The interior and exterior sides of the channels, except the sides touching the face and back sheet aluminum, shall be welded at the joint. Sealant shall be placed at the corners of the perimeter frame to prevent moisture penetration. Each side of the vertical tube spacers of Type B panels shall be welded to the perimeter frame, except the sides touching the front and back sheet aluminum. The Contractor shall furnish mounting hardware for roadside laminated panel signs, such as closure H-sections, lags, bolts, nuts, and washers. City of Dublin Contract No. 07-13A I-580 / Fallon Road Interchange CCO # 3q CCO No. 39 - SP 10 page 13 of (0 -~ w N N ENE ~ I a ~ ~ p P ~ e y $ N 0 M w o ~ 6 ¢~ ~ \ s y tSl g 3a 'F & ~ f N ~ ~ \~ y i ~ y~ Uy U o N 6 p pp Sp2 - 3 ~F5 g ~ .e a a ~ l V Z a 4`8 ~°' ~ pdm m o xmi o e. --~ m a m F2 a~m o h ~ ~ zl ~l 10 a Z 2 ¢ a S a 2 'x$ J P m a U r- op = O n k Bo md o F'U ?32 O Q _ a U >n ~ UV K~ 0 ~ eE~ ~ W> O Z ' 1/1 - ~ Gb ~ U J JO¢ W - o a F ~ a FOm ° >-~Z a . 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I wN, I I I W I I I W II 2 ~ Vf W N ~ '1 1 w J 1 y 2 J, ~ ~ i I I II I I I y I I 11 ~ I 1 1 I I 1 W I i I t J I I 1 I I I i I I I I I I I I I I I I I i I I I i I I (I I I I I I I I 1 I 117 ~ I I I I - n-n~oirnr ~ ~.ru RESOLUTION N0. 18 -88 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN ESTABLISHING A POLICY RELATED TO CONTRACT CHANGE ORDERS FOR CAPITAL IMPROVEMENT PROJECTS 76~ ~~ WHEREAS, Capital Improvement Projects at times require change orders after the contractor's bid has been accepted. by the City Council;. and WHEREAS, it is prudent and reasonable to establish a policy for approval of change orders; NOW, THEREFORE, BE IT RESOLVED that• the City Council of the City of Dublin adopts a policy for approval of Capital Improvement•Project change orders, said policy to be as follows: 1) For the purposes of this Policy: a) The project cost shall be the bid amount ,accepted by the City Council including any accepted alternates except as may be modified by the City. Council at the time of bid award. b) Total amount of change orders shall be the net increase of all change orders, including increases and decreases. 2) For projects which cost is $500,000 or less, the City Manager or his designee is authorized to approve contract change orders up to a cumulative total of $25,000. 3) For projects which cost .exceeds $500,000, the City Manager or his designee is authorized to approve contract change orders up to a limit of $25,000 each, or a cumulative increase of 58 of the contract cost. The City Council will review and have the right of approval for change orders exceeding the City Manager's authorized limit. PASSED, APPROVED, AND ADOPTED this 8th day of February, 1988. AYES: Councilmembers Hegarty, Moffatt, Snyder, Vonheeder and Mayor 3effery NOES : None ABSENT: None ATTEST: City Clerk. Mayor ATTACHMENT ~7 ~7 7 RESOLUTION NO. - 09 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN AUTHORIZE THE CITY MANAGER OR HER DESIGNEE TO APPROVE SUBSEQUENT CONTRACT CHANGE ORDERS FOR CONTRACT N0.07-13A, I-580/FALLON ROAD INTERCHANGE IMPROVEMENTS PROJECT WHEREAS, the City of Dublin did, on February 8, 1988, adopt Resolution Number 18-88, establishing a policy related to contract change orders for Capital Improvement Projects; and WHEREAS, for projects which cost exceeds $500,000, the City Manager or his/her designee is authorized to approve contract change orders up to a limit of $25,000 each, or a cumulative increase of 5% of the contract cost, and the City Council will review and have the right of approval for Contract Change Orders exceeding the City Manager's authorized limit; and WHEREAS, the total cumulative amount of approved Contract Change Orders (including Contract Change Orders No. 7, 9, 36 and 39) for the I-580/Fallon Road Interchange Improvements Project, (CIP No. 96430) is $2,100,270 which is over 22% of the project contract amount of $9,396,526; and WHEREAS, the Project scope has expanded to include construction of the I-580 Westbound Auxiliary Lane Improvements (CIP No. 96431), and it is anticipated that over twenty change orders would require City Council approval, as the cumulative total of approved Contract Change Orders has already exceeded the City Manager's authorized limit of 5% of the contract; and WHEREAS, in order to facilitate the approval of Contract Change Orders and to avoid construction delay, it is proposed that the City Council authorize the City Manager or her designee to approve subsequent Contract Change Orders up to the appropriated funds of $308,559 for CIP No. 96430 and $871,222 for CIP No. 96431. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby authorize the City Manager or her designee to approve the subsequent Contract Change Orders up to the appropriated funds of $308,559 for CIP No. 96430 and $871,222 for CIP No. 96431. PASSED, APPROVED AND ADOPTED this 2nd day of June, 2009, by the following vote: AYES: NOES: ABSENT: ABSTAINING: ATTEST: City Clerk ATTACHMENT