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HomeMy WebLinkAbout2007 CON CDC Healey Construction - Change Order #11 Through 13 Foodland MarketCHANGE ORDER C/O Number 11 To Healey Construction Co, California C/O Initiation Date: August 17, 2007 Project: Foodland Market Project Specification No.:06-04 A Change Order is hereby recommended for the following work in the amount identified in this document: DESCRIPTION OF CHANGE: On Junc 20, while bolting the supports for the steel tower on the existing masonry parapet wall it was discovered the existing masonry parapet wall is of unreinforced masonry construction and not solid grouted. This created a changed condition, which required a change in the bolting hold-down detail for the tower to the parapet wall. This change order provides for the contractor's cost and delay's from June 20, 2007 to June 28, 2007 associated with the installation of the tower and to restart and install the tower with a solid grouted anchor hold-down as further detailed below and attached. The structural engineer of record redesigned the bolt connections for the tower support system. The 34 -inch diameter wedge anchor bolts for the tower connection on details 5-E3 and Sheet 1 of the shop drawings arc now solid grouted anchor bolts that extend through the existing unreinforced parapet wall 12-inchs. Each of the five tower supports is substituted with the attached revised detail. The work includes removal of the masonry face (area approximately 12 inches by 24 inches) and grout to set new 3/ inch diameter bolts. New bolts arc set in minimum 2,000-psi grout. This change also modifies the tower leg extension bolt pattern as shown on the revised detail attached. Each tube steel leg brace extension as shown on sheet 6 of the shop drawings will now have a total of three additional 4-inch x 4-inch angles welded to the tube steel and anchored into the concrete section of the wall support providing a total of fifteen (15) 4-inch x 4-inch additional angles. The bolts in the masonry parapet section of the walls arc to he Simpson set epoxy 34 -inch diameter thru bolts. The work includes grouting, patching, and finishing the 12-inch x 24-inch cut outs to accommodate the leg tower extensions. This change order also provides for repairing, grouting, patching, and finishing the existing three (3) cut-outs at the face of the parapet wall and the approximate 2 ft x 4 ft cut-out with dowel extensions. Also included is the "built up" roof repair for the 2 ft x 4 ft parapet wall cutout. Roof repair shall be provided with a five-year roof warranty. The removal of the existing wedge anchors by coring is also included in the change order. The exterior parapet wall shall be painted to match existing finish per project submittal and specifications. The cost of the revised tower hold-down installation and repairs shall not exceed S 20,103.55. This change order shall include all supervision, labor, equipment, incidentals, insurance, bonds, overhead, and associated costs to complete the work and accommodate the steel tower construction. This change order further covers all costs and delays associated with the tower installation work from June 20, 2007 to June 28, 2007. The total cost of work completed and agreed to is S11,078.78. This work includes all coring, masonry cutouts, equipment, supervision, labor special inspection, overhead costs, insurance, bonds, and incidentals. All Western steel subcontractor costs for transportation, delivery, overhead, installation, and delays is included in the change order. The amount of $ 3,283.65 is included for all Western Steel subcontractor costs and, delays. Change Order No. 11 REASON FOR CHANGE: On June 20, during preparation of the base supports for the steel tower, details sheet 1 and 5E3 of the shop drawings, the contractor discovered the wedge bolts were not developing the required strength. A section of the masonry parapet wall was exposed to determine the cause of the poor bolt strength. It was discovered that a portion of the existing parapet masonry wall that supports the tower is of partially unreinforced masonry construction and not of solid masonry construction. Subsequently the engineer of record redesigned the connection details to transfer the loads from the six inch unreinforced parapet wall into the 8 inch parapet wall section below into a bond beam. During the execution of that work it was also discovcrcd the bond beam was not of solid masonry construction. As a result, the engineer of record indicated that the detail would need to he revised and therefore the tower work was placed in abeyance. A ground penetrating radar survey of the parapet was conducted to determine extend of steel reinforcing within the masonry parapet walls. Based on this additional data, the engineer of record has redesigned the tower connection and provides for the removal of the masonry fact and extension of anchor bolts 12-inch into solid grout. This detail is substituted in place of the wedge anchor details on sheet 1 and 5E3 of the shop drawings. COST RECONCILIATION: The work will be compensated through the revised project budget and authorization on the September 4, 2007 council agenda. This change will provide for a 12 working day time extension and will extend the contract completion date to November 16, 2007. All costs associated with providing the work for the revised tower hold-down detail, delay costs, overhead, repairs to the parapet wall, and all incidentals to accommodate the installation of the tower are included in this change order in an amount of $31,182.33 Construction Contract Accounting Summary: The original Contract Amount (Base Bid) Net change by previously authorized Change Orders The Contract Amount prior to this Change Order With this Change Order request the Contract cost is increased by New Contract Amount Change in Contract Time: Contract Completion Date: Recommended proval by: CITOJ CT IIF.GER $ 290,326.00 $ 26.944.30 $ 317,270.30 $---31,182.33 $ 348,452.63 12 Working Days November 16 2007 Approved by: HEALEY CONSTRi3C"1'1ON CO. Change Order No. 11 DATE COMML71a1'ISY DEVELOPMENT COMMISSION DATE CI Y Of}�NATIONAL CITY ENG EKING DEPARTMENT CC: Construction File Inspector DATE C 0 206-11__. t 1 LE3 PER PLAN j TOttER TS PER PLAN (E) REINF. (E) CONC. CAP REMOVE FACE SHELL TO !MST THREADED ROD $OLJP UPON LET1ON 3/4' oiAm. THREADED ROD DULE Nur w/ 4x4x /4 PLATE WASHER (E) MASONRY WALL 12' M1N. BACK FACE 5-ELL TO -WMAN I. GROUT MINIMUM COMPRESSIVE STRENGTH TO BE A MINIMUM 2,000 psi. GROUT SPECIFICATIONS ARE 54.sao ON AS1M STANDARD SPECIFICATION C416-91 (ALSO REFER TO ITV V.B.C. STANDARD 21-143). 0I-IIGH EARLY GROUT MAY BE SUBSTITUTED PER CONTRACTOR SUBMITTAL FREI. IMN-ARY 141...TIERNATE CON.. TO BE VERIFIED w/ TEST RESULTS Cq-A-"46- be_oc32.- 00. 11 La FOR OtAl 7-16)0514MM CAP ToA -gam c!tt (41111Ft EXTENT IN MID) (E)Olt (Veg& N ) 12' ONCRETE WALL. (viA) ADDITIONAL 1-44*41411 3/4* �. 1411.1 3 •!* Se* 6MIN. • tt‘f AWS _ 631-1-612e. -1-112LA ex)1-T.5 56- T.41.45-e) EPo$y A.0-4/419/1-1, cpu,3 ussp Fe -a_ 0(126,:rtoy.) oF 6tv 1,045 NOTE ALL ANC,140R6 AT CM WALL TO 15E !WALLET) Jai tIMPtON IiirDEIPCWArt 1141RUCCVT.A' (140 SPEC. NP.RECTD) FROVIDE Mt (6)S/4' PIAM. TO' 14ILTI BOLT INTO CONCRETE L GROUT MINPUM COMPRE561vE STREA6Th4 TOSE A MNIMLM MDR rat. GROUT SPECIFICATIONS ARE BASED MAORI STANDARD SPEOFICATION C416-91 (ALSO 192PEI" TO j 1,1P- STANDARD 21tActog EARLY GRotIT MAY tsE #ER Oat suatitrtat. 441..TERN4TE CONN, DETAIL. TO BE VERIFIED tu/ TEST REBLTS FOCI:ILA/0 TIERCADD ciii>64-• 0)01 12' TIM P CE LL 1., T1-1, • PED ROD ID -do A1,Jr. MO MAT t3E DONE IN ONE F1-1 24' La PER PLAN (3) a/4' THREADED ROD w/ 4x4x1/4 PLATE WASHER 4 DC01115LE NUT (E) MA6CNRY WALL I, GROUT MINIMUM cc:xipRgesivE STRENGTH TO BE A MINIMUM 2,0E0 PSI, GROUT Sf2ECIFICATIONS ARE eAsEr>ON ASTM STANDARD SPECIFICATION 0416-51 (ALSO REFER TO 1$51 US,C. STANDARD 21=.1S). 01-11G1-1 EARLY GROUT MAY BE SUBSTITUTED PER CONTRACTOR SUBMITTAL PR.Fil.I.MINIAR"r ALTERNATE CON. CMT,411... TO BE VERIFIED w/ TEST -RESULTS Change Order 11 Parapet Wall Repair Masonry Parapet wall shall be repaired using Type I , Grade N , Concrete Masonry Units. Minimum Compressive strength shall be 1900 psi. Mortar for unit masonry shall be minimum compressive strength of 1800 psi. Mortar is based on ASTM standard specification C270-95. (UBC Standard 21-15) Minimum compression strength of grout shall be 2000 psi and in accordance to attached Detail. Masonry repair shall be flush with existing units so new and existing units are within one —eight of an inch. A stucco finish to match the existing shall be provided on the outside parapet wall to provide an even finish and look. The new six inch masonry units shall be doweled into the existing grouted section of parapet wall with two vertical number 5 (five) rebar dowels embedded 8-inch. And extending minimum 12 inches into the new parapet wall. One bar max per cell and located in the center of the cell. A horizontal number 5 (five) bar shall extend throughout the repair section and spliced with number 5 dowels on each side of the existing parapet wall. Dowel embedment shall be 8-inch minimum with a 12 inch min lap. Concrete cap to match existing and shall consist of minimum 3000 psi concrete. Provide continuous horizontal rebar to match existing cap and provide minimum 8-inch embedded dowel on each end of existing cap and 12 inch lap. . Roof repair shall consist of a build up roof system to match existing. A 5-year roof repair warranty shall be provided. Construction Estimate Page 1 Qty Craft©Hours Unit Material Labor Equipment Total City of National City Owner Addr: Office of City Clerk, 1243 National City Blvd National City, CA 91950 Additional Work for Structural Wall. From June 20, 2007 to June 28, 2007 June 28. 2007 Labor. June 20, 2007 ( Wednesday ) David Healey 1.00 CC@1.000 - 0.00 63.90 0.00 63,90 David Brothers 1.00 SI@2.000 -- 0.00 120.00 0.00 120.00 Richard Raynor 1.00 CL@2.000 0.00 90.90 0.00 90.90 June 21, 2007 ( Thursday ) David Healey 1,00 CC@2.000 -- 0.00 128.00 0.00 128.00 David Healey 1.00 D2@6.000 0.00 540.00 0.00 540.00 Richard Raynor 1.00 CL@6.000 0.00 273.00 0.00 273.00 June 22, 2007 ( Friday ) David Healey 1.00 CC@6.000 0.00 Richard Raynor 1.00 CL@8.000 -- 0.00 383.00 364.00 0.00 0.00 383.00 364.00 June 25, 2007 ( Monday ) David Healey 1.00 CC@1.000 -- 0.00 63.90 0.00 63.90 June 28, 2007 ( Thursday ) David Healey 1.00 CC@2.000 June 29, 2007 ( Friday ) David Healey 1.00 CC@.0000 0.00 128.00 0.00 128.00 0.00 0.00 0.00 0.00 Construction Estimate Page 2 Qty Craft@Hours Unit Material Labor Equipment Total Equipment. Boom Lift. (600S/A $325 a day plus insurance 15% tax & 0.875% Total $433.69 a day ) 3.00--@.0000 -- 60.00 0.00 975.48 1,035.48 Coronado Mobil Storage Storage Container 0.25--@.0000 Diamond Environmental Services Porter Potty 0.25--@.0000 National Construction Rentals Fencing 0.10--@.0000 Sub -Contractors. Western Steel 1.00--@.0000 Special Inspector 1.00--@.0000 Backer's Concrete Cutting. June 20, 2007 ( Wednesday ) Carlos 1.00--@.0000 Backer's Concrete Cutting June 21, 2007 ( Thursday ) Carlos 1.00--@.0000 Backer's Concrete Cutting June 22, 2007 ( Friday ) Carlos & John 1.00--@.0000 0.00 0.00 0.00 0.00 0.00 0.00 21.25 21.25 22.75 22.75 62.00 62.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 Total Manhours, Material, Labor, and Equipment: 36.0 60.00 Total Only (Subcontract) Costs: 0.00 t 3, •;4.5 0.00 780.00 0.00 470.50 0.00 690.00 0.00 2,154.70 1,081.48 1,612.50 3,296.18 '7-,745.65 bjfi36,C5 Construction Estimate Page 3 Qty Craft@Hours Unit Material Labor Equipment Total Subtotal: t17,1QT.83 5149443veThrtratl: - . e9 1 11",y79"4 rerte^ tat. 'P 8"gfre5 S k� -CT 6111A- Sub 11.htT - 5 u6- TeT✓rti . A-01)2• t 5 `Ib NmtAt a ` P4,4F x- 4 Io,643k.OR 109-.z9 (%, fl18-1 8 ITU) • IW JU WESTERN STEEL 2292 NATIONAL AVENUE P.O. BOX 13337 419-08 SAN DIEGO, CALIFORNIA 92113 CP# 007 (619) 236-0171 FAX (619) 235-8639 Coritractor Lio. #534479 CALTRANS CERTIFIED DBE, WBE AISC CERTIFIED August 10, 2007 David Healey Healey Construction 1545 Tidelands Ave # F National City, CA 91950 Fax: 619-474-2301 RE: IMPROVEMENTS TO FOO6LAND MARKET- ERECTION ISSUES BREAKDOWN Western Steel submits the following change order request for the above referenced project: 1. 6/13/07 Downtime 10 m/h- Trying to locate knife plate and 5" x 3" x 1/d' tube steel brace. Layout for tower attachment determined that tower columns at face of building were going to be too long. 2. 6/14/07 Downtime 3 m/h- Due to a wood-m4f-nuri1n i erferina with oedestal colurrJn 3. 6/20/07 Downtime Concrete at angle seat being too weak; prohibited install. 4. 6/21/07 Downtime -- CMU block wall was not grouted, Engineer had new attachment that required concrete modification. 5. 6/21/07 Crane use. See attached. 6/21/07 Boom lift rental. See attached. Sincerely, Mict ed I Vargas Project Assistant Enclosures: (11) Field Labor 28 m/h @ $110.58: Shop/Coordination 8 m/h © $72,51: Crane rental: Equipment rental: Subtotal: 15% (Equipment rental): Total: $3,096.24 580.08 1,157.00 256,00 $5,089.32 211.95 $5,301.27 `h'C -t wtjk Si (ID•5c z $ 1,65&-.10 cAti.aE 111S`1 oo 6V tP»t.r. T 2,5(o , t)p 1 s yb tRu,� ��kite' a P 4.3,z173.6 pate; 061/7/2007 Time: 11;25;53 AM Job t; 419-06 MUM MET 1lESTERN STEEL 2292 NATICNAI AVE PO BC% 13337 SAN D1EGO CA 92113 License # 534479 t CERTIFIED PAYROLL 't' Report Code: 48.86A'` Page; 1 Payroll No _ Period End: 06/24/2007 i:: �,i• r rvv r. (I/ DO. liCURS MUD EACH DAY JOB CLASSIFICATION MN TUE WED, Tl1J FRI SAT SUR TOTAL BASE FRINGE TOT ORLY --TOTAL JOB PAY•- Ebr1.0YEE DATA 18 19 20 21 22 23 . 24 MS RATE + RATE = RATE BASE/0TH FRINGE 1RCU10RKFR REG: 0.00 RICARDO CALIXTO 1624 CANYON ROAD, APT #70 SPRING VALLEY CA 91977 635-64-0241 YV6 Male Hispanic J00 FRINGE BENEFIT S& RY-- 0.00 1 7.00 ;- 2.50 0.00 0.00 0.00 9.50 49.920 0.000 49.920 474.24 0.00 --TOTAL PAY THIS JOB-------TAX-DEDUCTIONS •---OTHER DEDUCTIONS ---- Base Hourly Pay 474.24 Federal tfHoid 0.00 TRAINING 5.42 Fringe Paid to Plans 0.00 FICA 29.40 Medicare 6.88 State 1/Ha1d 0.00 Avg Hour Rate 49.920 State SDI/local 2.85 TOTAL.PAY ALL JOBS Gross Pay; 474.24 Less Deductions; 44.55 = Net Pay: 429.69 Check # 144/4 1RONNCRKER REG: RICARDO GARCIA 2780 'A' STREET SAN DIEGO CA 92102 610-98-1122 11/8 Male 0,00 0.00 Hi spani c JOB FRINGE BENEFIT Stht ARY 0.00 2.00 0.00 0.00 0.00 2.00 49.920' 0.000 49,920 99,84 0.00 -TOTAL PAY THIS JOB-- TAX OFDUCTIONS •---OTHER DEDUCTIDNS••--- Rase Hourly Par 99.84 Federal N/Hold 0.00 TRAINING 1.14 Fringe Paid to Plans 0.00 FICA 6.19 Medicare 1.45 State ti/Hold 0,00 Avg Hour Rate 49.920 State SDI/Local 0.60 TOTAL PAY ALL JOBS Less Deductions; 9.38 = Net Pay: 90.46 Check # 14426 Gross Pay; 99,84 IRONNOR1LR FIELD REG: 0.00 ANGEL IVAN PADILLA 4066 1/2 CHERCKEL AVENUE SAN DIEGO CA 91904 623-76-3729 MI6 Male Hispanic JOB FRINGE BENEFIT SU44ARY 0.00 0.00 2.00 0,00 0.00 0.00 2.00 49.920 0,000 49.920 99.84 0,00 --TOTAL PAY THIS JOB-- - TAX DEDUCTIONS ----OTHER DEDUCTIONS -- Base Hourly Pay 99.84 Federal WfBold 0.00 TRAINING 1.14 fringe Pail to Plans 0.00 FICA 6.19 *slime 1.45 State NlHold 0,00 Avg Hour Rate 49.920 State SDI/Local 0.60 TOTAL PAN ALL OS Grass Pay; 99.84 Less Deductions; 9.38 = Net Pay: 90.46 Check # 14430 IRO1h1CYtKER REG: 0,00 0.00 MIGUEL RIVERA 520 KILEY STREET CHULA VISTA CA 91910 557-11-5485 WV4 Male Hispanic JOB FRINGE BENEFIT SUattkARY 0.00 2.50 0.00 0.00 :0,00 2.50 49.920 1.920 51,840 124.80 4,80 --TOTAL PAY THIS JOB - TAX DCAJCTIDNS---- ---OTHER DEDUCTIONS ---- Base hourly Pay 124.80 Federal N/Hold 0.00 TRAINING 1.43 Fringe Paid to Plans 4.80 FICA 7.74 Medicare 1.81 State 19/Hold 0.00 Avg Hour Rate 51.840 State SDI/Local 0.75 TOTAL PAY ALL JOBS VAC/A p 4.80 Gress Pay; 124.80 less Deductions: 11.73 - Net Pay: 113,07 Check 4 14432 rv, '40U r, /i/Jb Date:06/27/2007 *4* CERTIFIED PAYROLL Tipp: 11:25:S3 AM Job #: 419-06 FOCOLA1111yd#KET 11ESTERH STEEL 2292 RATIONAL AVE PO BOX 13337 SAN DIEGO CA 92111 License # 534479 Report Cade: 48,86A Page: 2 Payroll No - Period End: 06/24/2007 a¢sa¢ea�______fee=ar c=:yees¢s��—�ra�¢¢¢¢s_ rer¢y¢w¢:,acaceraeT=e.-= 1KlURS WORKED EACH DAY JOB CLASSIFICATION MON TUT WED T1J1 FRI SAT SUN TOTAL BASE FRIY6E TOT HOURLY --TOTAL JOB PAY- FJAoLOYEE DATA 18 19 20 21 22 23 24 ORS RATE + -RATE y RATE BASE/OTH FRINGE IRONWORKER RF.0: 0.00 0.00 7.00 0.00 0,00 0.00. 0.00 7.00 49.920 0.000 49.920 349,44 0.00 JORGE E. RIVERA -TOTAL PAY THIS JOB-- TAX DEDUCTIONS ---•OTHER DEDUCTIONS•--- 520 KILEY ROAD Base Hourly Pay 349.44 Federal 1></Hold 27.78 TRAINING 3.99 CH1LA VISTA CA 91911 Fringe Paid to Plans 0.00 .FICA 21,67 612•40-9920 S/I Male Hispanic Medicare 3.07 State W/Hold 2.65 Avg Hour Rate 49.920 State SDI/Local 2.10 JOB FRINGE 5EREf I I SUI4RY - - - - - TOTAL PAY ALL JOBS Gross Pay: 349.44 Less Deductions: 63,26 • Net Pay: 266.18 Check # 14433 JOB TOTALS MON TUE WED TH1 FRI SAT SUN TOTAL •-TOTAL JOB PAY•- 16 19 20 21 22 23 24 OCURS BASE/011i FRINGE REG: 0.00 0:00 ;i4 00 *:94 0.00 0.00 0.00 23.00 1148.16 4,60 Totals: 23.00 1148.16 4.60 Date: JUNE 27, 2007 1, SUE WINTHROP , PRESIDENT (name) (title) TEMENT OF COMPLIANCE ( do hereby certify under penalty of perjury: "v. 1`-QV r. 13/ JO Payroat NO. (1) That I pay or supervise the payment of .the persons employed by: AESTERN STEEL on the: FOCOEA1W MARKET , that during the payroll period commencing on the 186 DAY OF JUNE, 2907 and ending the 24th DAY CF JUNE, 2007, all persons employed on said project have been peid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said WESTERN STEEL from the full weekly wages earned by any person and that no deductions have beep wade either directly or indirectly from the full wages earned by any person, other than permissible • deductions, as described below: Taxes: FEDERAL N/tflkn FICA MEDICARE STATE w/IOID STATE SOI/IMI other: TRAINING (2) That any payrolls otherwise under this contract required to be submitted for the above period ere correct and complete; that the wege rates for laborers or admits contained therein are not less than the applicable wege rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or nchanic conform with the Hark he per,forwed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency. (4) That: (a) HERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced _. payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BE uITS ARE PAID IN CASH Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the aerount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) be1 : (c) EXCEPTIONS CRAFT EXPLANATION Remarks: SUE WINTHROP PRESIDENT (nave) (title) Ce federally funded projects, permissible deductions are defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Art, as amended (48 Stet. S48 63 Stat. 108, 72 Stat. 967; T6 Stat. 357; 40 U.S.C. 276c). Also, the willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution (see Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code). DATE: '20 • 4.-) PROJ ECT: West Poochav-,4 ARRIVAL TIME: GENERAL CONTRAC OR: Steel Jobsite Field RIPArt M4IHFSASU p-tov r. .}0 J013#: N.p-ter.„ DEPARTURE TIME: 14 14_ • • -; .• ACCIDEN 1 DURING FIELD ASSIGNMENT: YE IF YES, DESCRIBE THE INCIDENT: NO DESCRIPTION OF WORK PERFORMED: DISCREPANCIES OR DELAYS THAT OCCURRED ARE AS FOLLOW: (,);\9161e (4-1, 47<ril -111_ cls..41.,;cirstkj (..01 c DATE: (a, Zt o.-1 PROJECT: ARRIVAL TIME: 3a west_ n Steel Jobsite Field Rr-art • w NMTWjt�H)FSASU JOB#: 411-o(v DEPARTURE TIME: )9OV L^/ GENERAL CONTRAQTOR: t- Ie ACCIDENT DURING FIELD ASSIGNMENT: YE IF YES, DESCRIBE THE INCIDENT: DESCRIPTION OF WORK PERFORMED: DISCREPANCIES OR DELAYS TIIAT OCCURRED ARE AS FOLLOW: : Now • .• 11 a." -‘11111...1 R EN 'IL "1 "L" IN ry 10168 CHANNEL ROAD LAKESIDE, CA 92040 UNITED STATES 619/938-8080 REMIT MARCO CRANE & RIGGING CO. TO: P 0 Box 18008 PHOENIX, AZ 85005 Bill To; Western Steel & Metals PO Box 13337 San Diego, CA 9,2113 UNITED STATES MCRSD / 7059571 06/22/07 Job: Foodland Mercado 303 lighland Avenue National City, CA 91950 Comments— ustpalr Jcifilicoi4144. Trfli po Npmbui 1 96130 80682 NET30 14366 Sale.a•Pocles Rental.Nriod• 158 6/19/2007 TO 6/19/2007 Ticket MCRSD / 31932 6/19/2007 Manual Ticket Ref 146791 Steel CA-PKG-40H Move In 40 Ton TM Hydro - California CA-PKG-40H Operate 40 Von TM Hydro - California CA-PKG-40H Move Out 40 Ton TM Hydro - California PERMII-C-R National City Permit Crane (Rebillabie) MISC-C 70' x74-'," nylon cut by knife on plate MIscellaneous Charges - Crane „Vortt's ArimPrti 1.00 3 00 0.50 1.00 1 00 217,00 Each 217 00 Each 21/ 00 Each 100.00 Each 80 25 Each Total Rentals Total Misc Charges Non -Taxable Labor N • y • 217 00 651.00 106 50 100.00 80.25 016.50 180.25 360.00 Sales Tax 0.00 Total 1,156.75 SEND PAYMENTS TO: ACCOUNTS RECEIVABLES 4241 s ARVILLR S'r L.AS VEGAS, NV 89103-3713 TEL: 702-362-0623 FAX: 702-362-9316 I40V r. (//)0 CUSTORIEFLASS)STARCEi. LAKESIDE 10529 VINE STREET, STE B LAKESIDE, CA 92040 TEL: 619-938-8242 FAX; 619-938-0215 MON - FRT 6100-5:04 SATURDAY CLOSED SUNDA'Y CLOSED RENTAL INVOICE Customer: 215415 WESTERN STEEL PO BOX 13331 SAN DIEGO, CA 92113 Tern #: Job Site: FOODLANU MARKET 303 HIGHLAND AVE NATIONAL CITY, CA 91950 C#: 619-235-0171 J4: 619-235-0177 Map page/grid: 1289/i17 Invoice #... Invoice date Date out.,,. Date in Job Loc Job No P.O. # Ordered By.. Written by.. Sales rep._ . Terms 5096478-001 6/22/07 6/21/07 7:00 AM 6/21/07 9:19 AM FOODLAND 1RKE ; 3 0 3 H I GHLAN7) V'OODL1 D MARKET VERB JEFP/CLARK CRYSTALM 3386 - C],ARK EVERNHAM NET 10 DAYS LQty •--Equiptttent 11IIIII111litIlIPI11IIIIIII1111111IIII111IIIlIIII IIIII Min Day Week 4 Week Amount (Nothing hand-written or typed into tho box below will supersede or invalidato the terns on the front or back of this rental contract.) 1 L10OM,TELLSCOPING,40r,DSL,4X4 160.00 160,00 600.00 1600;00 160.00 EOP#: 24717 Make: JLG Model: 400S Ser *: 0300069073 HR OTTT': 2249.00 iiR IN: 2250.30 TOTAL: 1.30 ITEMS: Item number Unit 160642 HA ENVIRONMENTAL CHARGF DELIVERY CHARGE PICKUP CHARGR JEFF 61.9-235-0171 JLG Taxable.: Sub -total: 235.00 Price 5.000 Renta?-total: Tax, Total: 5.00 35.00 35.00 235.00 20.5E 255.5G IF THE EQUIPMENT ODES NOT WORK PROPERLY MULTIPLE SHIFTS OR CUSTOMER IS RESPUNSIRLE FOR NOTIFY CUSTOMER ASSISTANCE AT ONCE OVERTIME RATES MAY APPLY REFUELING. DAMAGES OR REPAIRS oamage waiver I10 % of grow rani I ehsroei( will be charue0 absent of proof VI iffiJlanC$ l5ea reverse aide Or chic rental dentraCtl. 2. Cusiomer rnwt all to rolease equwnent (obtain pickup number) &NJ is raspnMible for reremed eQWpn ent until it is picked up. 3. If Cusinmcr rails to:acorn caiVment., nh6::ea(:) within the time apeei(ied coca. Cuammar is doomed to have renewal the rentS( contrpn on the !erne (evr.s and oordtton5. Trtic rents! contact conaia(( O: b] side9 Ve Ols doourn40:. 11•.ave had 1NP opportunity 10 read the le!me and cond(ti0nS on bout b' i of this aQroarner.I a'10 have been ins(ruc(ed In tee proper I0e and 000taiV0' of the venic:e(.I snoro: Nauip:nFd Jellvared ecd will ensure The: ali operam:e race",e (his uelnin9 aeothe inevocdoru conialbed in Ina manafamurer'e operailon manual, a Copy el whin ha: teen p(o.aded with earn ',elide O eGtdomenr, w!, be (ed3 by each opt:4.Ru.I have w1ersiold the insffucttens prcvidae. and ell questi0n8 Nye been en.ewered to my eetietacem. CUSTOMER SIGNATURE RATE NAME PRINTED DELIVERED BY DATE Tcrms: F,ryn:ant Due within 10 days o1 Invoice. A finance charge of 2% per mons, _sill be added to past duo accounts. B &KER'I CONCRETE CUTTING PO BOX 848 IAN MARCOI, CA 92079 CON. UC. # 636696 760-744-1679 FAX 760-744-4389 I IEALY CONSTRUCTION 1545 TIDELANDS NATIONAL CITY, CA 91950 Invoice Date Invoice # 06/20/2007 41512 Service Address 7TH AND ASH/ HOLIDAY INN EXPRESS P.O. Number Terms Due Date Rep Bill Date Job # Job ordered by Project Net 30 07/20/2(107 CARLO 06/20/2007 Quantity Service Description Price Each Amount 17 1 4 3 COREDRII.1, HAND SAW COREDRILL MISC HOLES VARIOUS SIZES 5 " X 19 INCIT CONCRETE WALL ANI) DEMO AND HANDSAW HRS GALLONS OF GASOI.INE 0.00 0.00 115.00 3.50 0.00 0.00 460.00 10.50 Thank you for your business. Total 3:470.50 B,&KER'l CONCRETE CUTTING PO Box 848 JA►N MA►RCOS, CA 92079 CON. 11C. # 636696 760-744-1679 FAX 760-744-4389 I IL'ALY CONSTRUCTION 1545 TIDELANDS NATIONAL CITY, CA 91950 Invoice Date Invoice # 06/21/2007 41469 Service Address 303 HIGHLAND AVE NATIONAL CITY P.O. Number Terms Due Date Rep Bill Date Job # Job ordered by Project Net 30 07/21/2007 CARLO 06/25/2007 Quantity Service Description Price Each Amount 2 6 COREDRILL COREDRILI. 1 3/4 INCH DIA X 4 INC1I'I'HICK TOP OF ROOF IIRS 1 0.00 115.00 0.00 690.00 Thank yuu for your business. Total $690.00 BAKER', CONCRETE CUTTING PO BOX 848 LAN MA►RCOS, CA. 92079 CON. LIG # 636696 760-744-1679 FAX 760-744-4389 HEALY CONSTRUCTION 1545 TIDELANDS NATIONAL CITY, CA 91950 Invoice Date Invoice # 06/22/2007 41468 Service Address 303 HIGIILAND AVE NATIONAL CITY P.O. Number Terms Due Date Rep Bill Date Jop # Job ordered by Project Net 30 07/22/2007 CARL() 06/25/2007 Quantity Service Description Price Each Amount 5 6 7.5 COREDRILL HANDSAW HANDSAW 1 3/4 INCH X 4 FT 1 INCH'MICK 4 INCI I - 3 AREAS OFF LIFT HOIIRS 0.00 125.00 115.00 0.00 750.00 862.50 Thank you for your business. Total $1,612.50 HAWTHORNE H ntal RENT -IT SERVICE S fl Ep SAN DIEGO 1473 "G" Street 16194 232.2084 ESCONDIDO 530 Andreasen Dr. 17601 745-8775 SOLD TO HEALEY CONSTRUCTION CO.* 1545 TIDELANDS AVE NATIONAL, CITY, CA 91950 LAKESIDE 12329 Maple View St. i619! 561-8700 CARLSBAD 2065 Cmno.Vida Roble (7601 431-7000 MIRAMAR 7626 Cerroll Rd. (858! 566-9966 RANCHO BERNARDO 10930 Willow Court t8561207-2800 SHIP TO/JOB SITE 303 HIGHLAND AVE NATIONAL CITY, CA 1289 J-7 AT FOODLAND STORE NATIONAL CITY 201118, Cleveland Ave. (619! 336-2500 SAN MARCOS 1800 E. Mission Rd. I760) 740-2900 INVOICE NUMBER. - 'INVOICE DATE--1CUSTOMERNUMBERI-- - - CUSTOMERORDER-NUMBER I- STORE -:(-.---.OIV-; ^ISRLESMANI.- IMOW" - t aNstsc 17994401 07-05-07 1355390 41 R 831 4 1 -DOCUMENT NO. - l OOC: -DATE L. - - - - i.- :SHIP VIA . 179944 06-08-07 10 671142 MAKE T I ,. muOCi. f SERIAL NUMBER- - -I EQUIPMENT NUMBER ,;I - - - METER READING : --" f----- MACwI ;No. JL 600S 0300039091 2313.0 056796 QUANTITY I - - . - :. . INVOICk DESCRIPTION . - •'.1 TOTAL CUSTOMER CONTACT: DAVE EQUIPMENT RENTAL JLG LIFT 1.0 ID NO: 056796 33.0 1.0 1.0 1 . 0 1.0 FROM 06/11/07 THRU 06/29/07 MODEL 600S 60'BOOM LIFT SERIAL NO: 0300039091 RATES: DAY $ 350.00 WEEK $ 1300.00 MONTH $ .00 8 HRS./DAY 40 HRS./5 DAYS 160 HRS./20 DAYS TOTAL TIME OUT: 7 DAYS IN: 7/02 12:00 PM OUT: 61_11 7 : 0 0 AM F^ OFF: f'6/7 3:00 PM FUEL (' $ .25/GAL, DELIVERY CHARGE PICit UP CHARGE ENVIRONMENT FEE THEFT/VANDL WAIVER 1% 14% PAID NOTE: "NO CREDITS ISSUED AFTER 30 DAYS" *TEAM HAWTHORNE APPRECIATES YOUR BUSINESS* 8.75% SALES TAX rl e9 �a 1-/ s'• -t C :/Q l .av c " S 1 F {� 6 Po - Co-- �`i by-c c„ Lc a F/1:4''-JS y tC4-15 2000.00 173.25 75.00 75.00 20.00 280.00 176 .'75 TERMS NET CASH FOR PAYMENT ON OR BEFORE THE IOIH OF THE MONTH FOLLOWING BAT; OF INVOICE, 7112% PER MONTH SERVICE CHARGE ON BALANCE NOT PAID DURING THE MONTH FOLLOWING DATE OF INVOICE ANNUAL PERCENTAGE RATE IS 18%I. RENTAL PERIOD STA R75 ANC ENDS AT. OUR YARD It Is understood end agreed that title to and right of possession of above items(el shell remain vested in the seller until any indebtedness and all sums due or to become due from the purchaser whether evidenced by note. book account, judgement or otherwise, shall have Neon fully paid at which time ownership shall pass to purchaser. A California Corpuritim FIN I3511 US PLEASEPAYTHCS AMOUNT r— AMOUNT CREDITED 2800.00 PLEASE REMIT TO: 16945 CAMINO SAN BERNARDO SAN DIEGO, CA 92127-2499 Original Construction Estimate Page 1 Qty Craft@Hours Unit Material Labor Equipment Total City of National City Owner Addr: Office of City Clerk, 1243 National City Blvd National City, CA 91950 Additional Work for Structurally Strengthening Wall to Install the Tower. Based on information from Dodd & Associates. June 28, 2007 Labor Core drill holes 1.00 CC@6.000 27.75 395.00 27.75 450.50 Saw cut & demo wall 1.00 CC@6.000 49.95 395.00 27.75 472.70 Set bolts 1.00 CC@8.000 666.00 527.00 27.75 1,220.75 Repair holes in wall 1.00 CC@16.00 -- 277.50 1.050.00 27.75 1,355.25 Grout blockwall arround bolts 1.00 CC@14.00 -- 444.00 922.00 72.15 1,438.15 Grout wall ( Repair lower areas ) 1.00 CC@16.00 166.50 1,050.00 27.75 1,244.25 Remove forms & Cleanup 1.00 CC@8.000 22.20 527.00 27.75 576.95 Paint repaired areas 1.00 CC@10.00 -- 61.05 659.00 27.75 747.80 Equipment. Boom Lift. (600S/A $325 a day plus insurance 15% & tax 0.775% Total $433.69 a day ) 1.00--@.0000 -- 122.10 0.00 1.650.51 Coronado Mobil Storage Storage Container. 0.25--@.0000 0.00 0.00 1,772.61 24.29 24.29 Construction Estimate Qty Craft@Hours Unit Material Diamond Environmental Services Porter Potty. 0.25-@.0000 National Construction Rentals Fencing. 0.25-@.0000 Vibrator / Stinger 1.00--@.0000 Sub -Contractors. Special Inspector 1.00 IN@16:00 Backer's Concrete Cutting. 1.00-@.0000 -- Repair Roofing 1.00-@.0000 Western Steel ( Unknown ) 1.00--@.0000 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mason ( Repair section of wall 2' x 4' & cap ) 1.00 CC@.0000 - 0.00 Labor Equipment Total Manhours, Material, Labor, and Equipment: 100.0 i 1^ Total Only (Subcontract) Costs: 1f5-37,DC 0.00 0.00 0.00 17E349780 0.00 0.00 0.00 0.00 26.92 174.27 83.25 0.00 0.00 0.00 0.00 0.00 S. r25 . o'D 760 2,225.64 57o Sub-c,,,_rtn.-n CRA4L-wP- Sttbtotai: d: 15.00% Profit: `0,1'-+tY ' -E$# Total: I at. 14.6, 6,,,,c 1 ►3 Page 2 Total 26.92 174.27 83.25 49.98- 2,042.40 07s- 2,7-7-5.00 � f, idv. 06 2,442.00 2,775.00 `t z9 10,627.09 487834:48 $,2• 9t39, --a436879�,tss. f93se+.8o 4rAWS 3,130.31 iq,go4.sr 28,999.82 `2,91iO3 5S� �, • CHANGE ORDER To Ilealey Construction Co, California Project: Foodland Market Project Specification No:06-04 CIO Number 12 C'70 initiation Date: August 10, 2007 A Change Order is hereby recommended for the following work in the amount identified in this document: DESCRIPTION OF CHANGE : This change order provides for minor modifications to the steel tower to coordinate the proposed sign lettering, clock, screen mesh, and truss support. The total of these items is $9,090.83. Each item is described below. 1) Three of the four edges supporting the screen mesh arc held in place with stainless steel screws. The bottom edge is unsupported. It was recommended by the steel fabricator and the Architect to add a fourth edge so all edges are supported. The cost for the addition angle (I inch by 1 inch by 3/8 inch) along the screen face is $ 2, 262.04. 2) The clock support steel was not indicated on the plans correctly and the lettering sign steel support revised to provide an even plane throughout the tower face. 'Total cost is S 1,449.86. 3) The existing steel truss configuration was not shown on the plans as found in the field and required modification. Truss support modification is $1,029.66. This change order also provides for an amount of $3,830.65 for re -detailing and drawing the steel fabrication shop drawings. REASON FOR CHANGE: Minor steel modifications and shop drawing re -detailing are required to provide for a complete system to support the clock and Foodland sign lettering. The existing roof truss system as shown on the drawings is different then actually found in the field. Steel fabrication adjustments were made in the shop and field to accommodate the actual truss configuration. COST RECONCILIATION: On June 26, 2007 Healey was requested to provide a detailed hourly breakdown of the hourly rates requested for extra work. On August 10, 2007 a revised hourly rate was provided for the extra work.. The data provided is under review. In order to accommodate the Contractor's request for timely payment, the City reserves the right to make adjustments to this change order for inaccuracies, rates incorrectly submitted, or credits due . Construction Contract Accounting Summary: The original Contract Amount (Base Bid) Net change by previously authorized Change Orders The Contract Amount prior to this Change Order With this Change Order request the Contract cost is increased by New Contract Amount Change in Contract Time: Change Order No. 12 $ 290,326.00 $ S348,4sz 63 $----9.090.83 $ 357,5'43- 0 Working Days Contract Completion Date: November 16, 2007 Recommended for Approval by: Approved by: DATE HEALEY CONSTRVCCION C.O. DATE COMM EVELOPMENT COMMISSION DATE C Y OF AT ONAL FNGINER1NG DEPARTMENT CC: Construction File Inspector DATE p . 1 WESTERN STEEL 2292 NAI IONAL AVENUE P O. BOX 13337 SAN DIEGQ, CALIFORNIA 92113 (619) 235-0171 FAX (619) 235-8639 contractor Lic..1P634479 August 10, 2007 David Healey Healey Construction 1545 Tidelands Ave # F National City, CA 91950 Fax: 619-474-2301 419-06 CP# 005 CALTRANS CERTIFIED DBE, WBE AISC CERTIFIED 70.D277. 7I .. ,.. RE: IMPROVEMENTS TO FOODLAND MARKET- ATTACHMENT OF SCREEN BREAKDOWN Western Steel submits the following change order request for the above referenced project: Option #1 1. Fabricate 1" x 1" x 1/8" ledger angle, weld onto frame, and screw screen into place. Material (ledger angle and screws); $ 70.00 Tax: 5.43 Shop labor 30 m/h 0 72.51: 2,175.30 Subtotal: 2,250.73 15% (Mateeab): 11.31 Total: $ 2,262.04 Sincere ch . Vargas P • ect Assistant WESTERN STEEL 2292 NATIONAL AVENUE P.U. BOX 13337 419-06 SAN DIFGO, CALIFORNIA 92113 CP# 006 (619) 235-0171 FAX (619) 235-8639 Contractor Lie.. #534479 CALTRANS CERTIFIED DBE, WBE RISC CERTIFIED August 10, 2007 David Healey Healey Construction 1545 Tidelands Ave # F National City, CA 91950 Fax: 619-474-2301 RE: IMPROVEMENTS TO FOODLAND MARKET- FABRICATION ISSUES BREAKDOWN Western Steel submits the following change order request for the above referenced project; 1. Fabricate 2 Ea. stiffener plates for new design in reinforcement of truss framing ' / and field weld into plIct(2 mr/h shop and 8/20 8 m/h field). 1 1 o2 4 6 C 2. Modify additional C6 x 8.2 # channel for clock support. Revised design. (m/h - .�..._Ltli_ shop). zt-.-__...._ _._ . t (g1 3. Modify -tube Steel frame on tower due to deficient dimensioning. Cut of 10 Yz" of tube steel on 4 Ea. tube steels and lettering channel, Reweld, grind smooth, and paint (28 nVh shop). 4. Welded 3/8" x 1-1/2" bolts for attachment of lettering (1 m/h shop). el Varga Project Assistant F,ncbsurea (1) Material (plates and consumables): $ 100.00 Tax: 7.75. Shop Labor 34 m/h © $72.51: 2,465.34. Field labor 8 m/h © $110.58: 884.64 Subtotal: $3,349.98 16.16. $3,366.14 15% (Materials): Total: p.3 WESTERN STEEL 2'292 NATIONAL AVENUE F'(> I30X 13337 SAN DIFGO, CALIFORNIA 92113 (6i'.)) 2.3;)-0171 FAX (619) 235-8639 Con:r.rctor 1 ic. #534479 August 10, 2007 David Healey Healey Construction 1545 Tidelands Ave # F National City, CA 91950 Fax: 619-474-2301 419-06 CP# 010 CALTRANS CERTIFIED DBE, WBE AISC CERTIFIED RE: IMPROVEMENTS TO FOODLAND MARKET- DESIGN REVISIONS Western Steel submits the following change order request for the design changes associated with the above referenced project: 1. Additional tube steel for clock support. Added during initial design change. 2. Additional channel for Foodland Market sign attachment 3. Redetailing of previously submitted shop drawings to incorporate new design criteria. Material: Tax: Shop labor 4 m/h L 72.51: Field labor 6 m/h @ 110.58: Detailing: Subtotal: 15%(Dotaiiing and Materials): Total: Sincerely, ti Mit Varas Project Assistant $ 225.00 17,44 290.04 663.48 3,331.00 $ 4,526.96 536.02 $ 5,062.98 Construction Estimate Page 1 File Name: Foodland Market.Change Order RFI No. 32.est Qty Craft©Hours Unit Material Labor Equipment Total RFI No. 32 City of National City Owner Addr: Office of City Clerk, 1243 National City Blvd National City, CA 91950 Javier Saunders Tel: (619) 236-1778 Fax: (619) 336-4217 Structural Steel Changes. 1. Clock Supports 2. Sign Attachment 3. Redetailing Shop Drawings 1.00 -- cg.0000 -- SC March 06, 2006 0.00 0.00 0.00 4,509.44 Total Only (Subcontract) Costs: 4,509.44, Subtotal: 4,509.I4 1.00% Insurance: 5.00% Profit: 09 7 73 Estimate Total: 4,782.26 150,0 t 5151 2-1 s. ea ( h r — "1243- 61 S urvIvrri t-. t q l 000 , +� Z tas•'flodo qt0 431- �togo•£53 CHANGE ORDER CIO Number 1.3 To Healey Construction Co, California C/O Initiation Date: August 28, 2007 Project: Foodland Market Project Specification No.:06-04 A Change Order is hereby recommended for the followinu work in the amount identified in this document: DESCRIPTION OF CHANGE: On Junc 20, while bolting the supports for the steel tower on the existing masonry parapet wall it was discovered the existing masonry parapet wall is partially built of hollow reinforced masonry construction and not solid grouted. This requires a change in the bolting hold-down detail for the tower and the screen structure that rests on the parapet wall. This change order provides for all the contractor's costs associated with the revised screen structure hold-down detail (attached) and associated work. As a result of the changed condition, the structural engineer of record redesigned the connection wedge anchor connection for the screen structure to the parapet wall. On Sheet E2 of the shop drawings two 5/8-inch wedge anchors are substituted for 5/8-inch diameter grout embedded anchors at each braced post support. .1'here are a total 16 post supports. Each anchor is embedded 12 inches in minimum 2,000 psi grout. An approximate 12-inch by 24 inch masonry cut-out will be provided for grouting of the anchors. Once grouted the change order provides for finishing and matching the exterior stucco texture on the parapet wall and painting the complete west facing elevation of the building excluding the masonry entrance. The cost for cut-outs, grouting, anchor embedment, screen steel plate adjustments, roofing repairs, finishing the parapet wall, and painting is not to exceed $40,060.45. This change order shall include all supervision, labor, equipment, incidentals, insurance, bonds, overhead, taxes, and associated costs to revise the screen structure parapet connections, parapet wall grouting and finish to complete the work and accommodate the steel screen structure construction. REASON FOR CHANGE: On June 20, during preparation of the base supports for the steel tower, the contractor discovered the wedge bolts were not developing the required strength. A section of the masonry parapet wall was exposed to determine the cause of the poor bolt strength. It was discovered that a portion of the existing parapet masonry wall that supports the tower is of partially unreinforced hollow masonry construction and not of solid masonry construction. Subsequently, a ground penetrating radar survey of the parapet was conducted to determine the extent of steel reinforcing within the masonry parapet walls. Based on this additional data, the engineer of record has redesigned both the tower and screen connection details. This change order covers the portion of work associated with the substitution of the wedge anchor details adjacent to the metal posts to the parapet wall on sheet E2 of the shop drawings with grout embedded anchors. Detail attached. Change Order No 13 COST RECONCILIATION: The work will be compensated through the revised project budget and authorization on the September 4, 2007 council agenda. This change will provide for a 20 working day time extension. The revised contract completion date is December 20, 2007. All costs associated with providing the work for the revised steel screen tower hold-down detail, delay costs, overhead, insurance, taxes, supervision, materials, repairs to the parapet wall and roofing, and all incidentals to accommodate the installation of the steel screen arc included in this change order in an amount not to exceed $40,060.45. No additional costs wi11 be allowed. The cost of potential roof repairs is estimated at $2,500 this provides for up to five (5) point repairs associated with chipping and removing masonry block and grouting. Should the number of point repairs exceed five the maximum compensation will be increased by $1,000 and not to exceed $3,500 for all point repairs and no other compensation will be provided to the contractor. The subcontractor cost for the plaster and subcontractor cost for work preformed by Western Steel will he adjusted if quotes received are lower then the amounts show in this change order. A credit shall be applied for the substitution of the 32 wedge anchors_for embedded anchors. The maximum amount for the plaster and work by Western Steel shall not exceed, $2,800 (plaster) and $3,378 (Western Steel) as provided for herein. Construction Contract Accounting Summary: The original Contract Amount (Base Bid) Net change by previously authorized Change Orders The Contract Amount prior to this Change Order With this Change Order request the Contract cost is increased by New Contract Amount $ 290,326.00 $ 67,217.46 $ 357,543.46 $--40,060.45 f $ 397,603.91 Change in Contract Time: 21 Working Days Contract Completion Date: December 21, 07 Recommended for Approval by: 'fl'Y PROJECT MANAGER DATE Approved by: HEALEY CONSTRj•!JCTION CO. DATE 2//.Vo 4.„2 _ t)7 Change Order No. 13 IZ COMMIJNI D y LOPMEN'I' COMMISSION DATE II,/13/n1 CITY ,d F NA'l'IO CITY DATE EN EERING DEPARTMENT CC: Construction File Inspector Construction Estimate Page 1 Qty Craft@Hours Unit Material Labor Equipment Total City of National City Owner Addr: Office of City Clerk, 1243 National City Blvd National City, CA 91950 October 15, 2007 Additional Work for Structural Support to the Wall to Install the Screen 124 ft. Based on Drawing from Dodd & Associates. Labor. Fencing & Trafic controle. Template for holes. Core drill holes 32 ea. Saw cut holes in front of building at the base of each hole. Form over holes 16 ea. Grout blockwall arround 3/4" bolts. Strip forms 16 ea. Roofing repair. Repair front of building. ( Stucco ) Clean front of building. ( Pressure wash ) Re -Paint front of building. ( Prime & 2 Finish coats ) Remove trash. 1.00 CC@160.0 -- 468.42 10,700.00 166.50 11,334.92 Materials. Threded Rod 32 ea. (3/4" Threaded rod, Plate washers, 2 Nuts ea. ) 32.00 CC@8.000 — 444.00 534.40 124.32 1,102.72 Plastic sheeting, Spray foam & Caulking & Remove Trash to the Dump 1.00 CC@6.000 -- 172.05 400.00 13.32 585.37 Plywood & 2" x 4" Bracing 1.00 CC@14.00 277.50 933.00 13.32 1,223.82 Hilti Pins & Shot 1.00 CC@2.000 194.25 133.00 13.32 340.57 Burke Stone 1.00 CC@2.000 2,830.50 133.00 166.50 3,130.00 Construction Estimate Page 2 Qty Craft@Hours Unit Material Labor Equipment Total Equipment. Boom Lift. (600S/A $325 a day plus insurance 15% tax & 0.775% Total $433.69 a day ) 1.00 CC@.0000 -- 499.50 0.00 2,183.37 Coronado Mobil Storage. Storage Container 1.00--@.0000 Diamond Environmental Services. Porter Potty 1.00--@.0000 0.00 0.00 0.00 0.00 2,682.87 94.35 94.35 101.01 101.01 National Construction Rentals. Fencing 1.00-@.0000 - 0.00 0.00 450.66 450.66 Vibrator / Stinger. 1.00--@.0000 0.00 0.00 166.50 166.50 Sub -Contractors. Special Inspector ( if required ) 1.00--@.0000 -- 0.00 0.00 0.00 0.00 Backer's Concrete Cutting. 1.00--@.0000 -- 0.00 0.00 0.00 5,864.00 Roofing repair ,y ��Od.00 1.00--@.0000 0.00 0.00 0.00 3,.,00.00 Western Steel (-610444 1.00--@.0000 -- 0.00 0.00 0.00 3,378.00 Plaster repair 1.00--@.0000 0.00 0.00 0.00 2,800.00 Total Manhours, Material, Labor, and Equipment: 192.0 4,886.22 12,833.40 3,493.17 21,212.79 Total Only (Subcontract) Costs: 5 ,�l642.00 Subtotal: 36 754.79 • rJuB - L,M.M4-0-1. 12�j . I D 5.00% Overhead: ®',i ' ,837.74 . 3$J3 PRITM Construction Estimate Page 3 Qty Craft@Hours Unit Material Labor Equipment Total 1500% Profit: e &or o 77M 0"1 Cn4fi2.tt.M. WR t'- Estimate Teta+: 2,,Alunt t_ 4214-7f-31 396.64 40 ), 0ec0 . i.5 .u8a8/2007 TUE 13:26 FAX 619 336 4286 CDC OF NATIONAL CITY 4003/007 1? 6x3/16 CE) CONC. CAP REMOvt FACE SHELL TO INSTALL THREADED ROD GROUT SOLID UPON COMPLETION ALL GROUTING MAY BE DONE IN ONE PHASE I� I TS 4x2x3/16 1 24' 5/8` DIA. THREADED ROD KWIK BOLTS e 16' o.c_ PER r + 12' MIN. GROUT MINIMUM COMPRESSIVE STRENGTI4 TO BE A MINIMUM 2,000 PSI_ C oUT SPECIFICATIONS ARE BASED ON ASTM STANDARD SPECIFICATION C476-91 (ALSO REFER TO 1991 U.B.C. 5TANDARD 21-1S). *HIGH EARLY GROUT MAY BE SUBSTITUTED PER CONTRACTOR SUBMITTAL AT1 ACHM Ni WIND SCREEN BRACE LOCATION ION .08/2.8A2007 TliB 13:26 FAX 619 336 4286 CDC OF NATIONAL CITY 002/007 T5 4x2x3/16 f- (E) RENFORcED a _ CONCRETE CAP RM01 FACE SHELL --� TO INSTALL THREADED ROD-CxROUT SOLID UPON COMPLETION 5/8' DIA_ THREADED ROD• d .r.- G. DOUBLE NUT w/ 4x4x1/4 PLATE WASHER BACK FACE 5l-4E L TO REMAIN 12' MIN. (E) MASONRY WALL 1. GROUT MINIMUM COMPRE551VE STRENGTI-} TO BE A. MINIMUM 2,000 PSI. • GROUT SPECIFICATIONS ARIL' BASED ON ASTM STANDARD SPECIFICATION C476-91 (ALSO REFER TO 1991 U.B.C. STANDARD 21-I ). *HIGH EARLY GROUT MAY BE SUBSTITUTED PER CONTRACTOR SUBMITTAL cb 5'Z`1-07 fG1� Lej v V T / VV 3/16' CON'T. i$ 6x3/16 -- (E) MASONRY WALL T5 4x2x3/16' PER PLAN 3/$' KUJIK BOLTS e INTO (E) CONCRETE CAP (EMBED 2') (PROYIE E SPACERS AND WASHERS A5 REQ'p.) (E) REINFORCED CONCRETE CAP TYP. UJ IND5C EN ' O WALL CONK 9 RESOLUTION NO. 2007 — 218 RESOLUTION OF THE COMMUNITY DEVELOPMENT COMMISSION OF THE CITY OF NATIONAL CITY APPROVING AN ADDITIONAL FUNDING ALLOCATION OF A NOT TO EXCEED AMOUNT OF $195,023 FOR THE FOODLAND FACADE PROJECT, AND AUTHORIZING CHANGE ORDER NO. 11 WITH HEALY CONSTRUCTION COMPANY FOR A NOT TO EXCEED AMOUNT OF $34,064.32, AND CHANGE ORDER NO. 12 FOR A NOT TO EXCEED AMOUNT OF $9,090.83, AND CHANGE ORDER NO. 13 FOR A NOT TO EXCEED AMOUNT OF $48,000, AND AUTHORIZING THE USE OF FUNDS FROM THE FACADE/STOREFRONT IMPROVEMENT PROGRAM WHEREAS, on October 3, 2006, the Community Development Commission of the City of National City ("CDC") entered into a contract with Healy Construction Company for $290,326 (base bid) to complete Facade Improvements to Foodland Market located at 303 Highland Avenue; and WHEREAS, CDC Resolution No. 2006-216, which was adopted on October 3, 2006, authorized a budget of $347,326 for the Foodland facade project, which includes the bid amount of $290,326; $14,000 for field engineering, $14,000 for material testing, and a $29,000 contingency; and WHEREAS, the project was begun on November 16, 2006; and WHEREAS, to date, construction is approximately two-thirds complete, including the concrete paving, parking lot, ADA improvements, painting, signage, awning improvements, and graphics; and WHEREAS, to date, $219,188 has been paid to the contractor, CDC has approved change orders 1-9 totaling $24,416.76; and WHEREAS, it is estimated that the remaining work and change orders to complete the project will costs an additional $195,023; and WHEREAS, Change Order No. 11 is for a not to exceed amount of $34,064.32 for tower work delays and for the tower installation; and WHEREAS, Change Order No. 12 is for a not to exceed amount of $9,090.83 for Western Steel modification requests; and WHEREAS, Change Order No. 13 is for a not to exceed amount of $48,000 for the screen installation; and WHEREAS, the total amount requested is approximately $195,023 above the original contract amount, which includes the costs for Change Order Nos. 11, 12, and 13. Resolution No. 2007 — 218 September 4, 2007 Page 2 NOW, THEREFORE, BE IT RESOLVED that the Community Development Commission of the City of National City hereby approves an additional funding allocation of a not to exceed amount of $195,023 for the Foodland Facade Project and authorizes Change Order Nos. 11, 12, and 13. BE IT FURTHER RESOLVED that the Community Development Commission of the City of National City hereby authorizes the use of funds in the amount of $195,023 from the Facade/ Storefront Improvement Program Balance to fund additional expenses and change orders for the Foodland Facade Project. PASSED and ADOPTED this 4th day of Septe yj2007. ATTEST: Bra n, Secretary APPROVED AS TO FORM: George H. Eiser, Ill Legal Counsel on Morrison, Chairman Passed and adopted by the Community Development Commission of the City of National City, California, on September 4, 2007, by the following vote, to -wit: Ayes: Commissioners Morrison, Natividad, Parra, Ungab. Nays: None. Absent: Commissioner Zarate. Abstain: None. AUTHENTICATED BY: RON MORRISON Chairmanunity Dev opment Commission I /�� �'munity Development Commission By: Deputy I HEREBY CERTIFY that the above and foregoing is a full, true and correct copy of RESOLUTION NO. 2007-218 of the Community Development Commission of the City of National City, Califomia, passed and adopted on September 4, 2007. Secretary, Community Development Commission By: Deputy City of National City, California COMMUNITY DEVELOPMENT COMMISSION AGENDA STATEMENT MEETING DATE September 4, 7007 AGENDA ITEM NO. 21 ITEM TITLE Resolution of the Community Development Commission of the City of National City authorizing the Board to approve an additional funding allocation of a not to exceed total amount of $195,023 for the Foodland Facade Project and authorizing Change Order Number 11 with Healy Construction Company for a not to exceed amount of $34,064.32 and Change Order Number 12 for a not to exceed amount of S9,090.83 and Change Order Number 13 for a not to exceed amount of $48,000 and authorizing the use of funds from the Facade/ Storefront improvement Program (Account No. 900731). PREPARED BY Jacqueline Reynoso (ext. 4293) Community Development Coordinator DEPARTMENT I7 Economic Development Division EXPLANATION On July 12, 2005, the CDC of National City approved the Commercial Facade Improvement Program. The intent of the program is to enhance the economic viability of businesses, promote commercial business opportunities, encourage reinvestment by property owners and commercial tenants, and improve the overall appearance of the City's commercial corridors. A resolution was adopted by the CDC Board on October 3, 2006 authorizing a budget of $347,326 for the Foodland facade project. To date, $219,188 has been paid to the contractor. CDC has approved change orders 1-9 totaling $24,416.86. It will cost an estimated S195,023 to complete the exterior improvements to Foodland market, including Change Orders Number 10, 11, 12, and 13. The owners of Foodland have invested more than $500,000 of their private money for interior improvements to the market and have committed to organize a armer's market onsite. The CDC believes that this mutual investment on enhancements to Foodland market will be visible to ustomers and neighboring businesses along IIighland Avenue, increase business activity, and will serve as a ca st for future beautification projects in the City's redevelopment area. Environmental Review N/A Financial Statement The total cost estimate for completion of the facade improvements to the Foodland project is S195,023. Staff is requesting authority to use iimds from the Foodland/ Storefront Improvement Program Balance (Account number 900731) to meet the cost of additional work and change orders. r STAFF RECOMMENDATION CDC Board adopt the resolution. ATTACHMENTS 1. Staff Report 2. Resolution 3. Change Order Number 11 4. Change Order Number 12 5. Change Order Number 13 Resolution No. a ° r3s t c° A-200 (9/80)