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Home My WebLink About2013-306 RESOLUTION NO. 2013-306 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY 0 3 SAN BERNARDINO APPROVING CONTRACT CHANGE ORDER NOS. 1 and 2 T SEAN MALEK ENGINEERING AND CONSTRUCTION FOR OLD WATERMA 4 CANYON BRIDGE REPAIRS (SS07-014) PER PLAN NO. 11304. 5 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN 6 BERNARDINO AS FOLLOWS: 7 SECTION 1: The City Manager and the Director of Public Works are hereby authorizes 8 and directed to execute Contract Change Order Nos. One and Two with Sean Malek Engineering 9 and Construction for Old Waterman Canyon Bridge Repairs (SS07-014) Per Plan No. 11304 i 10 the amounts of $69,061.00 and $20,000.00, respectively, attached and incorporated herein a 11 12 Exhibit"A-1" and Exhibit"A-2", respectively. 13 SECTION 2: The authorization to execute the above-referenced Contract Change Order 14 is rescinded if the parties fail to execute it within 60 days of the adoption of this Resolution. 15 SECTION 3: The Director of Administrative Services is hereby authorized and directes 16 17 to amend the FY 2013-14 Budget by adding the continuing appropriation of $66,783 from F 18 2012-13 for Account No. 129-160-5504-7671-0025 "Old Waterman Canyon Bridge Repair 19 (SS07-014)" and $56,840 from FY 2012-13 for Account No. 242-160-5504-7671-0025. 20 /// 21 /// 22 23 /// 24 25 26 27 28 2013-306 1 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY 0 SAN BERNARDINO APPROVING CONTRACT CHANGE ORDER NOS. 1 and 2 T 3 SEAN MALEK ENGINEERING AND CONSTRUCTION FOR OLD WATERMA CANYON BRIDGE REPAIRS (SS07-014) PER PLAN NO. 11304. 4 5 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and 6 Common Council of the City of San Bernardino at a joint regular meeting thereof, held on the day of November , 2013 by the following vote, to-wit: s COUNCIL MEMBERS AYES NAYS ABSTAIN ABSENT 9 10 MARQUEZ x 11 JENKINS x 12 VALDIVIA X 13 SHORETT x 14 VACANT 15 16 JOHNSON X 17 MC CAMMACK x 18 19 /_.� :_ , .✓ �/i�y Georgea anna, ity Clerk 20 The foregoing resolution is hereby approved this 5 day of 21 22 November , 2013. 23 'atrick J. orris, Mayor 24 QLS. Bernardino 25 Approved as to form: James F. Penman 26 City Attorney 27 By 28 2013-306 EXHIBIT"A-1" PUBLIC WORKS DEPARTMENT � " 300 North"D"Street•San Bernardino•CA 92418-0001 Engineering 909.384.5111•Fax:909.384.5155 Facilities 909.384.5244•Fax: 909.384.5155 Salle MO www.sbcity.org CONTRACT CHANGE ORDER NO. ONE FILE NO. SS07-014 W.O.NO.7671 DATE: NOVEMBER 4,2013 PROJECT: OLD WATERMAN CANYON BRIDGE REPAIRS (SS07-014) PER PLAN NO. 11304. TO: SEAN MALEK ENGINEERING AND CONSTRUCTION 43905 MARGARITA ROAD TEMECULA,CA 92592 GENTLEMEN: You are hereby compensated for performing the additional work as follows: ITEM NO. DESCRIPTION OF CHANGE COST Provide labor, material and workmanship to perform additional work 1-1 described in Contractor's Proposal dated 08/13/13 (Revised by MWG 10- 03-13 per request of Sean Malek) and marked Attachment A-1 attached $ 69,061.00 and made a part hereof. TOTAL COST: $ 69,061.00 JUSTIFICATION: Additional structural concrete for upstream girder, During construction, it was discovered that the thickness of the bridge deck was only 8 inches instead of the 14 inches indicated on plans. It was necessary to redesign the girder which resulted in the need for additional concrete and extra work. Additional Concrete Rock.Rock Winawall and additional pumped grout backfill During construction, additional erosion,which was not visible from the surface, under the existing spillway was discovered. Repair of the erosion required additional concrete rock, rock wingwall and additional pumped grout backfill. ITEM Additional Minor Hot Mix Asphalt.Remove and Replace, NO 1-1 Due to redesign of the upstream girder, 112 square feet of additional existing pavement was removed and replaced with minor hot mix asphalt. Additional traffic control and clearing, grubbing, unclassified excavation & compaction Due to the increase in size of the work area and delay caused by the redesign,the contractor was required to clear additional areas for the work and maintain the traffic control for two additional days. Additional concrete barrier Due to the redesign of the girder, the contractor was required to install 11.5 additional feet of concrete barrier. 1 2013-306 CHANGE ORDER NO.ONE—SEAN MALEK ENGINEERING AND CONSTRUCTION OLD WATERMAN CANYON BRIDGE REPAIRS(SS07-014)PER PLAN NO. 11304. SUMMARY OF CONTRACT COSTS The estimated revised contract cost is as follows: Original Total Bid Amount. $ 244,432.00 Contract Change Order No. 1 . $ 69,061.00 Revised Construction Contract Amount . $ 313.493.00 Additional Time to Complete Contract due to this Change Order . 5 Working Days The current change order represents an overall increase of 28.3%of the original contract amount. SEAN MALEK ENGINEERING& CITY OF SAN BERNARDINO CONSTRUCTION PUBLIC WORKS DEPARTMENT CONTRACTOR Accepted Approved By. /� 7)/ - By: T FROSS Title: i9r1j, 4. Mei zc cL h Director of Public Works Date: I _ 3 ,_ 2 G 1 Date: Gj — Approved IF 7 LEN PARKER City Manager Date: 17I 3 //, / MCC date approved: November 4.2013 Agenda Item No. S.G 2 2013-306 City of San Bernardino Department of Public Works ATTACHMENT A-1 Old Waterman Canyon Bridge Repair(SS 07-014) CHANGE ORDER REQUEST 08/1312013(Revised by MWG per request of Sean Date: Malek10-03-13) BP COR No.: #1 Contractor: Sean Malek Engineering&Construction BP No.: Subject: Bridge Girder Modification,redesign,and BP Title: Rock Extention CONTRACTOR SELF PERFORMED WORK DESCRIPTION BID SCHEDULE MATERIAL TABOR EQUIPMENT UNIT OTY UNIT UNIT COST EXTENSION OTY UNIT UNIT COST EXTENSION OTY UNIT COST EXTENSION Item#8 Temporary C°perete Washout Bk 1 Each $250.00 $250.00 item#9 Traffic Control System 2 Day $200.00 $400.00 item#10 Remove Asphalt Concrete Soda 112 SF $10.00 $1.120.00 Item#13 Bridge Remo'Abbolment 1 LS $1,210.00 $1.210.00 Cimino(3tubbtnQ.Unclasetfed ExcavaUor 1 IS $7.326.00 87.328.00 and compaction item IS 17 Minor Hot tvihr asphalt 13 SQYD $200.00 82,800.00 Item*18 Structural Concrete Blidae 7 CY $4,000.00 328.000.00 Item*23 Bar Reinforcing 3.045 LB $4.00 812,180.00 Item*25 Concrete(Concrete-Rock) 9 CY $500.00 $4.500.00 Item#27 Concrete-Rock Waxman 9 Cy $800.00 $5,400.00 Item*35 Concrete Barrier 11.5 IF $400.00 $4.600.00 $67,586.00 TAX 8.75% COLUMN TOTALS $87,588.00 GRAND TOTAL SUB AND SUB-SUB CONTRACTOR PERFORMED WORK DESCRIPTION MATERIAL LABOR EQUIPMENT UNIT QTY UNIT UNIT COST EXTENSION QTY UNIT UNIT COST EXTENSION QTY UNIT COST EXTENSION Compaction test By C.H.J 1 LS $1,475.00 $1,475.00 a a Geotechnlcal a ° TAX 8.75% 0 0 COLUMN TOTALS 0 0 SUBTOTAL $1,475.00 SUB or SUB-SUB MARKUP 10% 0 GRAND TOTAL S 69,061.00 SUBTOTAL FOR MATERIAL LABOR AND SUBCONTRACTOR WORK $69,061.00 OVERHEAD AND PROFIT 15% $ - SUBTOTAL $ 69,061.00 BOND OF SUBTOTAL 1% $ - INSURANCE OF SUBTOTAL 1% $ - TOTAL $69,061.00 2013--306 EXHIBIT"A-2" PUBLIC WORKS DEPARTMENT A 4 i 300 North"D"Street•San Bernardino•CA 92418-0001 Engineering 909384.5111•Fax:909.384.5155 Facilities 909.384.5244•Fax: 909.384.5155 San Be I ma www.sbcity.org CONTRACT CHANGE ORDER NO. TWO FILE NO. SS07-014 W.O.NO. 7671 DATE: NOVEMBER 4,2013 PROJECT: OLD WATERMAN CANYON BRIDGE REPAIRS (SS07-014) PER PLAN NO. 11304. TO: SEAN MALEK ENGINEERING AND CONSTRUCTION 43905 MARGARITA ROAD TEMECULA,CA 92592 GENTLEMEN: You are hereby compensated for performing the additional work as follows: ITEM NO. DESCRIPTION OF CHANGE COST Provide labor, material and workmanship to perform additional work 2-1 described in Contractor's Proposal dated 09/06/13 attached as Attachment $ 20,000.00 A-2 and made a part hereof. TOTAL COST: $ 20,000.00 , JUSTIFICATION: Abutment Rehabilitation During construction, it was noted that substantial new erosion had occurred to the face of the existing abutments. These abutments were constructed in the early 1900's using local ITEM 2-1 sand and rocks bound together with minimal amounts of cement. Erosion from stream and NO. mud flows have stripped off the outer face of the abutments and undercut portions of the footings. It was necessary to grout the eroded areas under the footings and add reinforced concrete cladding to the face of the abutments. The contractor drilled and epoxied reinforcing steel anchors to secure the new concrete to the abutment face. SUMMARY OF CONTRACT COSTS The estimated revised contract cost is as follows: Original Total Bid Amount $ 244,432.00 Contract Change Order No. 1 . $ 69,061.00 Contract Change Order No. 2 $ 20,000.00 Revised Construction Contract Amount . $ 333,493.00 Additional Time to Complete Contract due to this Change Order . 2 Working Days 1 2013-306 CHANGE ORDER NO.TWO-SEAN MALEK ENGINEERING AND CONSTRUCTION OLD WATERMAN CANYON BRIDGE REPAIRS(SS07-014)PER PLAN NO. 11304. The current change order represents an overall increase of 8.2%of the original contract amount. The total of all change orders to date is $89,061.00 which represents 36.4% of the original contract amount. SEAN MALEK ENGINEERING AND CITY OF SAN BERNARDINO CONSTRUCTION PUBLIC WORKS DEPARTMENT CONTRACTOR A Accepted I/ Approved — By; , � f By. ; TO FROSSARD Title: pas Lev, .4 n.A. NettO. .k ZAV f Director of Public Works Date: /p —3 Lo i 3 Date: 11 / Approved By: >,- L N PARKER City Manager Date: f 111 J 0 MCC date approved: November 4,2013 Agenda Item No. 5—a, 2 2013-306 City of San Bernardino Department of Public Works ATTACHMENT A-2 Old Waterman Canyon Bridge Repair(SS 07-014) CHANGE ORDER REQUEST Date: 09/06/2013 BP COR No.: #2 Contractor: Sean Malek Engineering&Construction BP No.: Subject: Abutment Rehabilitation BP Title: CONTRACTOR SELF PERFORMED WORK DESCRIPTION BID SCHEDULE MATERIAL LABOR EQUIPMENT UNIT QTY UNIT UNIT COST EXTENSION QTY UNIT UNIT COST EXTENSION QTY UNIT COST EXTENSION 1-Mobilization 1 2-Remove unsound concrete&Disposal 1 Load 32 Hrs $0.00 8 Hrs 3-Footing Excavation&Disposal 2 Load 64 Hrs $0.00 16 Hrs 4-Drill&Dowel Reber 14 Each 16 Hrs $0.00 4 Hrs 5-Form&Shoring 1 LS 32 Hrs $0.00 6-Concrete&Pump 8 CY 32 Hrs $0.00 8 Hrs 7-Remove form&Disposal 1 load 32 His $0.00 8-Self-Consolidating Concrete 3 CY 16 Hrs $0.00 9-Traffic Control 5 Days 10-Reinforcement steel: wire mash 1 LS 32 Hrs TAX 8.75% COLUMN TOTALS GRAND TOTAL $20,000•00 'SUB AND SUB4Ue CONTRACTOR PERFORMED WORK DESCRIPTION MATERIAL LABOR EQUIPMENT UNIT CITY UNIT UNIT COST EXTENSION QTY UNIT UNIT COST EXTENSION QTY UNIT COST EXTENSION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TAX 8.75% 0 0 COLUMN TOTALS 0 0 SUBTOTAL SUB or SUB-SUB MARKUP 10% 0 GRAND TOTAL L S $20,000.00 SUBTOTAL FOR MATERIAL LABOR AND SUBCONTRACTOR WORK $ - OVERHEAD AND PROFIT 15% $ - SUBTOTAL $20,000.00 BOND OF SUBTOTAL 1.50% $ - INSURANCE OF SUBTOTAL 1.50% $ - TOTAL $20,000.00