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Home My WebLink About2011-222 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 RESOLUTION NO. 2011-222 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AUTHORIZING THE DIRECTOR OF FINANCE TO ISSUE A CHANGE ORDER TO INCREASE PURCHASE ORDER NO. 303757 BY $223,662 TO $606,577 FOR ROADWAY ENGINEERING AND CONTRACTING INC. FOR CONSTRUCTION OF THE VERDEMONT COMMUNITY CENTER AND LANDSCAPING AT AL GUHIN PARK PER CAPITAL IMPROVEMENT PROGRAM PROJECT PR04-28. WHEREAS, Mayor and Common Council approved Resolution 2011-9 approving an agreement for services with Roadway Engineering and Contracting Inc. for construction of the Verdemont Community Center and landscaping at Al Guhin Park per Capital Improvement Program project PR04-28 and; WHEREAS, Roadway Engineering and Contracting Inc. will provide expanded services to include street repair, sewer manhole installation, and an elevated amphitheater stage to the City. BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. The City Manager of the City of San Bernardino is hereby authorized to accept on behalf of said City a change order request between the City of San Bernardino and Roadway Engineering and Contracting Inc., a copy of which is attached hereto, marked as Exhibit "A", and incorporated herein by this reference as fully as though set forth at length, as an addendum to the existing agreement previously executed. SECTION 2. That pursuant to this determination the Director of Finance or her designee is hereby authorized to issue a change order to Purchase Order No. 303757 from $382,915 to $606,577 for Roadway Engineering and Contracting Inc. for construction of the Verdemont Community Center and landscaping at Al Guhin Park per Capital Improvement Program project PR04-28. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 RESOLUTION NO. 2011-222 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AUTHORIZING THE DIRECTOR OF FINANCE TO ISSUE A CHANGE ORDER TO INCREASE PURCHASE ORDER NO. 303757 BY $223,662 TO $606,577 FOR ROADWAY ENGINEERING AND CONTRACTING INC. FOR CONSTRUCTION OF THE VERDEMONT COMMUNITY CENTER AND LANDSCAPING AT AL GUHIN PARK PER CAPITAL IMPROVEMENT PROGRAM PROJECT PR04-28. I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and joint Common Council of the City of San Bernardino at aregular meeting thereof, held on the 18th day of July ,2011, by the following vote, to wit: Council Members: AYES NAYS ABSTAIN ABSENT MARQUEZ x VACANT BRINKER x SHORETT x x KELLEY JOHNSON x x McCAMMACK a~/~.~ - Rachel Clark, City Clerk The foregoing resolution is hereby approved this,~,(, I- day of July ,2011. ~~ ~ J. Morris, Mayor City of San Bernardino Approved as to Form: .cd 2011-222 EXHIBIT A ROADWAY ENGINEERING & CONTRACTING INC. General Engineering Contractor License #874044 June 15,2011 Evans Construction Management Services P.O.Box 1330 Redlands, CA 92373 Attention: Chris Evans Reference: Verdemont Community Center San Bernardino, CA Regarding: Change Order Request #002 - Sewer Manhole Dear Mr. Evans, As per your request, the prices for a new sewer manhole including the needed street closure traffic control and asphalt street repair for the above referenced project is $32.430.00. If the above price is acceptable, please issue a contract change order for this amount. Please call me at (951) 360-6834 if you have any questions. Sincerely, ROADWAY ENGINEERJNG 8861 A Jurupa Road . Riverside, California 92509 . (951) 360-6834 . FAX (95\) 360-7634 2011-222 EXHIBIT A ABBCO PLUMBING CHANGE ORDER Page 1 of 1 Date: 6/15/2011 CO # 1 Job # Contractor: Roadway Engineering Contact: Eric Job Name: Site / Bldg Regarding: Install Sewer Manhole and 6" SDR-26 Sewer Piping into Property, Ref# RFI # CORN excludes asphalt saN cut, removal& patchina and traffic control Material labor E ui ment Quani Descritoion Unit Cost Unit Rate Cost Unit Cost 40 6" SDR-26 Pipe $ 3.87 $ 154.80 $ $ - 1 Mise Materials $ 50.00 $ 50.00 $ $ - $ - 40 Apprentice Helper $ - 1 $ 58.00 $ 2,720.00 $ - 40 Journeyman Plumber $ - 1 $ 87.00 $ 3,480.00 $ - $ - $ $ $ - $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ - $ $ $ $ - $ - $ $ - $ $ $ - $ $ - $ $ $ $ $ $ - $ $ $ $ $ - $ $ - $ - $ $ $ - $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ $ - $ Subtotal Matenal 7.75% Tax Total Material $204.80 $ 15.87 $220.67 Labor $ 6.200.00 Equip. $ Sub Contractors Unit Rate Cost I Man Hole Shoring Box Rental 7 $ 550.00 $ 3.850.00 I Manhole Builders 1 $ 4.200.00 $ 4,200.00 Excavator Rental 1 $ 5,024.78 $ 5.02478 Truck & Transfer base , gravel 2 $ 437.00 $ 874.00 Spoils Haul Off 50 $ 10.00 $ 50000 $ - $ - Sub Contract Subtotal $ 1444878 Cost $ 6,420.67 Overhead & Profit 15% $ 963.10 0% $ Sub Contract 15% $ 2,167.32 $ 16.616.10 Subtotal $ 23,999.87 Bond $ $ Grand Total $ 23.999.87 1- $% -:: It C S 2,.00 ) \VCf<::,\_ ~~\ ~ A~ (1<~ ~ _ At 1- z.. ::..:> 3 ~ 4-30 -=> 2011-222 EXHIBIT A Details Report For: VERDEMONT COMMUNITY CENTER Roadway Engineering 6/15/2011 ERIC ALVAREZ Ph. Item Dncription CO 5 SEWER MANHOLE Activity TRAFFIC CONTROL ---- Rate: DRY: 1.00 LS Hour: 0.10 LS Lobor GENFO LAB 1 GENERAL FOREMAN LABORER GROUP 1 Equipment TRPU PICKUP TRUCK ABD ARROWBOARD Other TRCMA TRAFFIC CONTROL MA Quantity VIM 1.00 LS Unit eo:., Total Cor>t Mtll'gin% $6.291.16 14.92 Un;' Pricet Total Price 7.230.00 ~ 1.00 LS $6.291.16 Crew TRAFFIC CONTROL DaY,<i: Labor 1.00 Equipment 1.00 Actual: 1.00 Quantity HOllrs 1.00 8.00 HR 1.00 8.00 HR Quantity Hours 1.00 8.00 HR 2.00 1.00 HR Activity Qty Tota/Cost: UnitCost: 2.217.61 2.217.610 Days Unit Cost 1.00 $93.00 $744.00 1.00 $57.70 $461.61 Total $1.205.61 Days Unit Cost 1.00 $14.00 $112.00 1.00 $200.00 $400.00 --..---- Total $512.00 Quantity Unit Cost 1.00 $500.00 $500.00 Total $500.00 Act Note: Page1013 2011-222 EXHIBIT A Details Report For: VERDEMONT COMMUNITY CENTER Roadway Engineering ERIC ALVAREZ 6/1512011 Ph. Item Description CO 5 SEWER MANHOLE Quantity VIM 1.00 LS UnitCosl $6,291.16 Total Cost Margin% Unit Price! $6,291.16 14.92 7,230.00 Tota/Price $7,230.00 29TN Days: Labor 0.50 Equipment 0.50 Activity Qty Tota/Cost: UnltCost: 1,200.00 SF Activity AC PAVE STREET ~ Rate:---- Da)': 2,400.00 SF Hour: 300.00 SF Crew PAVING CREW SKIPLOAD 4,073.55 3.395 Actual: 0.50 Labor Quantity Hours Days Unit Cost GENFO GENERAL FOREMAN 1.00 9.00 HR 0.50 $93.00 $418.50 LAB 1 LABORER GROUP 1 1.00 8.00 HR 0.50 $57.70 $230.80 LAR ASPHALT RAKER LABO 1.00 8.00 HR 0.50 $69.75 $279.00 -------...----- The total contains overtime cost of . $23.25 Total $951,55 Equipment Quantity Hours Days Unit Cost TRPU PICKUP TRUCK 1.00 8.00 HR 0.50 $14.00 $56.00 SKIP SKIPLOADER 1.00 8.00 HR 0.50 $110.00 $440.00 RLGBV ROLLER GRADE VIBRA 1.00 8.00 HR 0.50 $55.00 $220.00 Total $716.00 Material Quantity Unit Cost AC ASPHALT CONCRETE 35.00 $60.00 $2,100.00 TAC SS 1-H EMULSION 1.00 $100.00 $100.00 ACENV ASPHALT ENVIRONME 3.00 $2.00 $5.00 Total $2,206.00 Other Quantity Unjl' Cost EQM1 EQUIPMENT MOVE RA 1.00 $200.00 $200.00 Total $200.00 Act Note: Item Note: Page 2 of3 2011-222 EXHIBIT A ROADWAY ENGINEERING & CONTRACTING INC. General Engineering Contractor License #874044 June 28, 2011 Evans Construction Management Services P.O.Box 1330 Redlands, CA 92373 Attention: Chris Evans Reference: Verdemont Community Center San Bernardino, CA Regarding: Change Order Request #003 - Amphitheater Elevated Stage Dear Mr. Evans, As per your request, the prices to construct an 18" tall amphitheater stage, as discussed in the field, on the above referenced project is $40,280.00. Please note that this is just the additional price to build 174LF of 2' masonry wall, import soil & backfill the stage area 18", construct 2EA sets of stairs and 2EA ramps both with handrails. The stage flatwork would still be charged out as per the contract unit prices. If the above price is acceptable, please issue a contract change order for this amount. Please call me at (951) 360-6834 if you have any questions. Sincerely, ROADWAY ENGINEERING 8861A Jurupa Road . Riverside. California 92509 . (951) 360-6834 . FAX (951) 360-7634 2011-222 EXHIBIT A Details Report For: VERDEMONT COMMUNITY CENTER Roadway Engineering 6/28/2011 ERIC ALVAREZ Ph. Item Description CO 6 ELEVATED STAGE Quantity VIM 1.00 LS UnilCost $35,030.43 Total Cost Margin% Unit Pricet Total Price $35.030.43 14.98 40,280.00 $40,280.00 Activity 24" BLOCK WALL Rate: DRY: 118.00 LF Hour: 14.50 LF Labor GENFO MAS LAB 1 GENERAL FOREMAN CEMENT MASON LABORER GROUP 1 Equipment TRPU PICKUP TRUCK Material BLOCK CONCRETE BLOCKS CEMEN MORTAR REBAR REBAR GROUT GROUT Crew BLOCK WALL Days: Labor 150 Equipment 1.50 Actual: 150 Quanlity Hours 1.00 8.00 HR 1.00 8.00 HR 1.00 800 HR Quantity Hours 1.00 8.00 HR 174.00 LF Activity Qty Tota/Cost: UnitCost: 5,451.59 31.331 Days Unit Cost 1.50 $93.00 $1,116.00 1.50 $66.27 $795.18 1.50 $57.70 $692.41 "...-.- Total $2,603.59 Days Unit Cost 1.50 $14.00 $168.00 ~.._-.---- Total $168.00 Quantity Unit Cost 400.00 $4.00 $1,600.00 20.00 $8.00 $160.00 1.00 $350.00 $350.00 6.00 $95.00 $570.00 Total $2,680.00 Act Note: Page 1 015 2011-222 EXHIBIT A Details Report For: VERDEMONT COMMUNITY CENTER Roadway Engineering 6/2812011 ERIC ALVAREZ Ph. Item Description CO 6 ELEVATED STAGE Quantity VIM 1.00 LS Unit Cost $35,030.43 Total Cnst Margin% Unit Pricet Total Price $35,030.43 14.98 40,280.00 $40,280.00 Activity DIG/POUR FOOTING Rate: 0.70 LS 0.10 LS Day: Hour: Labor GENFO LAB 1 GENERAL FOREMAN LABORER GROUP 1 Crew EXCAVATION WITH BACK Days: Labor 1.50 Equipment 1.50 ActUlII: 1.50 Quantity Hour.; Days 1.00 9.00 HR 1.50 2.00 8.00 HR 1.50 The total contains overtime cost of. $69.75 Equipment TRPU PICKUP TRUCK BKHOE BACKHOE Material REBAR CON6S Other EQM1 REBAR CONCRETE 6 SACK EQUIPMENT MOVE RA Quantity 1.00 1.00 Hours 8.00 HR 8.00 HR Oays 1.50 1.00 1.00 LS Activity Qty Tota/Cost: UnitCost: 5,878.07 5,878.070 Unit Cost $93.00 $1,255.50 $57.70 $1,384.82 Total $2,710.07 Unit Cost $14.00 $168.00 $125.00 $1,000.00 _._-~-- Total $1,168.00 Quantity Unit Cost 1.00 $400.00 $400.00 20.00 $70.00 $1,400.00 ------------ Total $1,800.00 Quantity Unit Cost 1.00 $200.00 $200.00 Total $200.00 Act Note: Page 2 of 5 2011-222 EXHIBIT A Details Report For: VERDEMONT COMMUNITY CENTER Roadway Engineering ERIC ALVAREZ 612812011 Ph. Item Description CO 6 ELEVATED STAGE Quantity VIM 1.00 LS Uni,Cost $35,030.43 100.00 CY Total Cost Margin% Unit Pricet Total Price $35,030.43 14.98 40,280.00 $40,280.00 Crew GRADING SKIPLOADER CR Activity Qty Activity BACKFILl/GRADE WALL FOR PC Rate: 66.70 CV 8.30 CY Labor Equipment Da)': Hour: Actual: 1.50 Labor GENFO LAB 1 Quantity 1.00 2.00 9.00 HR 8.00 HR Hours GENERAL FOREMAN LABORER GROUP 1 The total contains overtime cost of: $69.75 Equipment Quantity Hours TRPU PICKUP TRUCK 1.00 8.00 HR SKIP SKIPLOADER 1.00 8.00 HR TRW20 WATER TRUCK 2000 B 1.00 8.00 HR RLGBV ROLLER GRADE VI BRA 1.00 8.00 HR Trucks SEMI SEMI DUMP TRUCK Other EQM 1 EQUIPMENT MOVE RA Days: 1.50 1.50 Days 1.50 1.50 Days 1.50 1.50 1.50 1.50 TotalCost: UnitCost: 8,878.07 88.781 Unit Cost $93.00 $1,255.50 $57.70 $1,384.82 --- Total $2,710.07 Unit Cost $14.00 $168.00 $110.00 $1,320.00 $35.00 $420.00 $55.00 $660.00 Total $2,568.00 Quantity llnitCost 40.00 $85.00 $3,400.00 Total $3,400.00 Quantity Unit Cost 1.00 $200.00 $200.00 Total $200.00 Act Note: Page 30t5 2011-222 EXHIBIT A Details Report For: VERDEMONT COMMUNITY CENTER Roadway Engineering ERIC ALVAREZ 6/2812011 Ph. Item Description CO 6 ELEVATED STAGE Quantity VIM 1.00 LS Unit Cost $35,030.43 Total Cost Margin% Unit Pried Total Price $35,030.43 14.98 40,280.00 540,280.00 Activity FORM/POUR PCC WITH STAIRS Crew TEN (10) MEN CONCRETE Activity Qty Tota/Cost: Un/tCost: 1.00 LS Rate: Days: Da)': 1.00 LS Labor 1.00 Hour: 0.10 LS Equipment 1.00 Actual: 1.00 8,322.70 8,322.700 Labor Quantity Hours Days Unit Cost MAS' CEMENT MASON 6.00 8.00 HR 1.00 566.27 53,180.72 TEAMS TEAMSTER III 1.00 12.00 HR 1.00 564.12 5769.44 4MPCC FOREMAN CONCRETE 1.00 8.00 HR 1.00 $66.59 5532.72 LABPC LABOR CONCRETE W 3.00 8.00 HR 1.00 $57.70 51,384.82 The total contains overtime cost of : 59300 Total $5,950.70 Equipment Quantity Hours Days UnitCosl TRPU PICKUP TRUCK 1.00 8.00 HR 1.00 514.00 5112.00 TRFOR FORM TRUCK 1.00 8.00 HR 1.00 $40.00 $320.00 PCCPM CONCRETE PUMP 1.00 8.00 HR 1.00 5150.00 51,200.00 Total 51,532.00 Material Quantity Unit Cost CON5.5 CONCRETE 5.5 SACK 10.00 570.00 5700.00 CONLO CONCRETE LOAD ENVI 1.00 530.00 530.00 Total 5730.00 Act Note: Activity HANDRAILS Rafe: Oa)': 1.00 LS Hour: 0.10 LS Crew MISCELLANEOUS Days: Labm 1.00 Equipment 1.00 Artual: 1.00 Activity Qty TotalCost: Un/tCost: 1.00 LS 5,500.00 6,500.000 Other PLUG PLUG DETAILS Quantity Unit Cost 100.00 555.00 $5,500.00 Total $5,500.00 Ad Nole: Item Nute: Page 4 of 5 2011-222 EXHIBIT A ROADWAY ENGINEERING & CONTRACTING INC. General Engineering Contractor License #874044 July 2,2011 Evans Construction Management Services P.O.Box 1330 Redlands, CA 92373 Attention: Chris Evans Reference: Verdemont Community Center San Bernardino, CA Regarding: Change Order Request #004 - Scrub Seal & 0.10' Overlay W. Little League Drive Dear Mr. Evans, As per your request, the prices to install a scrub seal and overlay W. Little League Drive from Palm to Little League, on the above referenced project, is as follows: I) Traffic Control for Full Street Closure 2) Scrub Seal per specifications = 3) 0.10' Hot Mix Asphalt Overlay $2,500.00 $60,000.00 $88,452.00 If the above price is acceptable, please issue a contract change order for this amount. Please call me at (951) 360-6834 if you have any questions. Sincerely, ROADWAY ENGINEERlNG 8861A Jumpa Road . Riverside, California 92509 . (951) 360-6834 . FAX (951) 360-7634 07/01/2011 08:35 7148263129 2011-222 PAVEMENT COATINGS CO EXHIBIT A Proposal and Contract PAVEMENT COATINGS CO" PAGE 01/02 AIf/III4 Pavement Coatings Co. t:J1IIII'" TIle Road 10 smart SoIulJons An EmPloYee Own", ComPM'Y CA Llcenslfl:JO~ - Type A anli Type en 10240 San 5e\taine W.y. Mira lorna, CA 91752 Phone: (714) 826-3011 FAX: (714) 826-3129 Van Duncan Emall: van@pavementcoating..com To: Eric Alvarez Quote No: 1055801 Roadway Engineering & Conh'8cting Inc. Pax No: 951-360-7634 10247 Bellgmv. Ave. Ste 122.. Phone: 951-380-6834 Mira Loma, CA 91752 Bid Dog,: 613012011 We propose to furnish you with labor and material per your representation of job requirements as follows: Wl!S1 LillJe Leafl/le Rd From: $o.ft Bun"l'fljno Item No. SeIlodulo 1 , 088cription Quantity UIM Unitprice Total Price MediUM Fine Scrub Seal 135.000 SF 0.423 57,105.00 I Totalll'roposal Price: GetJeral Conditions 1 pavemsnt Coatings Co is Signatory to the Master Labor Agreement 2 Prk:e basl!ld on one move-in only 3 Slurry Seal application in one (1) working day ONLY 4 p~oo good t~ru 9t:l012011 $57,10S.00 I t <;"~ {" K,0'lt/)' Job Inclusions 1 Mobilil.ltion 2 Traffic control 3 Protection ofwatervliINes .and milnhole covers 4 Application of Scrub Seal 5 Clean-up of cur portion of wOT1< 6 Clelf1ing wiUl.weeper. Scrub Seal portion only 7 Includes one (1) post sweeping of chip Haled streets one: day after i1ppfication Job Exclusions 1 Asphalt repair. weed spray. crack sealing, hesvy cleaning. rlJfT10val Of replacemen1 of stripil'l9, merkinse 01 markers. raes, perm Ita 01 inspection. 2 Post_ping 3 Sepe"'te move-il'l fol celibration or te$trl'lg 4 Rmnoval of temporary tabs 5 Ctrtifled TratIIe Control Plan. 6 POSTING OF NO PARKING SIGNS OR ADVANCED NOTIFICATION ChiD Seal 1 Application of Asphalt Retuvenlll:ing EmulsiQn ( Scrub Seal) 2 Appllc3tton of 5116" Screening:!! 3 Includes onl day of post &WHpl"9 Date: (CoRlinued on ne.t page) Accepted by: Page 1 of2 From: Van Duncan TERMS & INSURANCE Te"",' Net 30 days. Insurance inclu_1n proposal: S 1.000,000 per ."""",nee I $ 2,000,000 aggregate: $ 2.000.000 products ond opMBlions 89Qrsgata; $1,000,000 personal & ad\,'lllrtlsemem: Injury: $ 50,000 f1ra d;maglt (anyone fire)