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Home My WebLink AboutCHANGE ORDER - BID - 7382 MAX BRT SOUTH TRANSIT CENTER (11)PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: PURCHASE ORDER NO.: DESCRIPTION: 1. Reason for change: CHANGE ORDER NO. 14 Mason Corridor - South Transit Center Growling Bear Inc. 7382 9124530 Reconciles Truncated dome as built quantities This change order follows on the Issuance of Work Change Directive 006. This work change directive provided a change to cast iron truncated domes for the STC park and ride and station platform. At the time of this material change, the Contractor/Surety disagreed with the estimated quantities. The City agreed to measure the as built condition of the truncated domes and provide a final reconcilation. This is attached hereto on page 2. 2. Description of Change: Reconciliation of truncated domes based on as built conditions. See attached summary and maps providing cost calculations and measurements. 3. Change in Contract Cost: $ 6,932.14 4. Change in Contract Time: calendar days for substantial completion 0 calendar days for final completion TOTAL APPROVED CHANGE ORDERS $ 22,406.18 TOTAL PENDING CHANGE ORDERS $ - TOTAL THIS CHANGE ORDER $ 6,932.14 TOTAL % OF ORIGINAL CONTRACT, THIS C.O. 0.16% TOTAL % OF ORIGINAL CONTRACT, ALL C.O.'S 0.67% ADJUSTED CONTRACT COST $4,385,904.02 (Assuming all change orders approved) ACCEPTED BY: Contractor's Representative REVIEWED BY -- Construction Manager APPROVED BY: City Project Manager APPROVED BY: Director of Infrastruct S ices APPROVED BY: Y% / Pr Purchasing Agentover$60,000 cc: CityClerk Architect Contractor Engineer Project File Purchasing DATE: DATE: '�-I9"/,I(- DATE: 4. 1 •(— DATE: H DATE: South Transit Center Truncated Dome Reconciliation April 17, 2014 Documents Referenced: 1 Contract Change Review Form 2 WCDO06 3 COP039 4 COP060 DBE Manufacturing and Supply Quote Summary This document summarizes the claimed truncated dome installation quantities through COP039 as analyzed further through the Contract Change Review Form dated September 21, 2013. Growling Bear claimed additional material costs for truncated dome installation through COP039. They further claimed additional labor costs to install cast iron truncated domes through COP053. This analysis does not consider additional labor costs as the cast iron installation methods are very similar to the ADA Solutions product bid in the base contract. The final analysis of the material costs claimed through COP039 are based on as -built construction measurements of truncated domes installed at the STC site. Please reference the attached drawings (2 pages)for the summary of measurements. Cost per SF 5 East Jordan Iron Works (2'x2') truncated dome plate: $21.00 6 East Jordan Iron Works (35' radius) truncated dome plate: $31.46 7 Average Cost: $26.23 To simplify the calculations, the total lineal feet of truncated domes has been converted into square footage area of all truncated dome types. C 1perSFl El 51WCD006 Calculated dj)1�vAmount rd`'" si i 1 Cost P `i' al Cost As -Built measured nt - 5F - Avg CoSF """- Total Cast yk � ammo , (ti) 8 All square and radial types usedi$''4� rA - {$27;720'0[i �'ulF OBE 594A473 p^^°1 tA,a;'° A'f� 1188t!ti3 Y"' '�I�^'-Jt'`•t� 3:i$21.'000 i$24;948.00 r7,79 1558526!23, V"' — M h 9 {540;866:87A ° � 05�SO 9 East Jordan Iron Works (2'x2') truncated dome plate: 1920 41 ' $2�1?00F,� East Jordan Iron Works (35'radius) truncated dome plate:IM114 V'f$31?4612 L7$3!586(44$ 156fti! itr,4312W S±a$31.46r t1$9;815".5P$tGi rNnzfit. Ci.s'fTTaS if.15*fni„"�a: cam rF'�.':< M.. ..11 Totals: x!MfM'tt ;$34;763+52- `"fie ,' ;„�'`� i$40,866!87, Cost Summary As -Built Cost: $40,866.87 Material Markup (15%): $6,130.03 Subtotal 1: $46,996.89 Credit for ADA Truncated Domes: --$25,256.88 Subtotal 2: $21,740.01 PM Cost: $85.00 Superintendent Cost: $80.00 Markup on labor: $24.75 Subtotal 3: $21,929.76 Insurance at$3.55/$3000: $77.85 Bond at 1% of $22,007.62: $220.08 Credit for WCD006 payments: -$15,295.55 Total Cost to reconcile change: $6,932.14 N 1 As. bu; If MAT FF SNE 6 L F \ ' 8 LF ,/ 8 LF '1 ❑ 4 ' - - (16 SF) (16 SF) __ 24' 24' I 1 1 I it 128 10 LFi' 64 LF ' 34 (20 SF) (128 SF) ' 3 V' 20 LF 115 L72 - _ C9 L70 1 ✓ (40 SF) 4 / 8 LF ' 0 (16 SF) i I i 3 38 ' I 24 LF / (46 SF) (2LF I I I i ✓ W 124 SF) 1 ' I' ✓ I 1 0 ' ® Lil �19 II I I I II Li ' I 53 LF I iLI (106 SF) 1 Y I L.I ; 4 ' 46 I I i C6 —_ 8 1 B 30 LF ' I ' cfb6 1 1L7/0 (60 SF) 1 ✓ �. 7 ' PROPERTY LINE ' I I \ 118 I I i7 1 II 31r �3 06 LF (12 SF) 8 LF —i49fJ 24 1 � --' (16 SF) 1 C34, 12 LF '� �L 5�� i (24 SF) ✓ � _ _ _ �� n 6LF notneeded (12 SF) ✓- N - ! III _� 1 N O LL M j N b LL y J J N W W ' J h W n �\ Voi bl U •� \ NO ON W.r N� 'I. ..... N � O W ® a n O=Z LLN r „N) mpqJ ®off mo LL LL I JQN LLN LL _ LLN jp N W ' Jd b G� a tl I — — L Cltyof Fort Date of Estimate: 25-Apr-14 Contract Type: T&M Existing Contract or PO (Y/N): Y Growling Bear - Change Order 1f 14 Independent Cost Estimate South Transit Center Description of Goods (A) or Services (8): B — Change Omer R14 reconciles truncated domes based on as built conditions. Unit price based on an average price for all square and radial truncated dome types per contract. I have obtained the following estimate from; Published Price List / Past Pricing (date) Engineering or Technical Estimate (performed by) Karl Craven Independent Third Parry Estimate (performed by) Other (specify) Cost Estimate Details: (Estimate calculated in US Dollars) Cost of Standard Items Product Cost($✓as) Cost($/ee Notes/Data Source Delivered No Freight Total Cost of Services, Repairs, or Nonstandard Items Item/'rask: Materials or Work Description Other Direct Costs Quantity Unit Ave Price per SF Allocated Overhead SG&A' Profit TOTAL All square and radial truncated dome types used as-builts measured amounts 1,558 SF $ 26.23 $ 40,866.87 Material Markup ® 15% $ 6,130.03 Credit for ADA Truncated Domes $ 25256.88 PM Cost ® 1 HR $ 86.00 Superintendent Cost 0 1 HR $ 80.00 Marx up on Labor ® 15% $ 24.75 Insurance ® $3.55/$1000 $ 77.85 Bond at l%of 022,007.62 $ 220.08 Credit for WCD006 Payment $ 15.295.55 Total I-1 1 $ 6,932.15 Signature of Preparers LAB'✓l �� ✓�c/ �" \ 's+o,c. a..rav,esm,ww.m. e,m.®. 1 Date: CHANGE ORDER NO.15 PROJECT TITLE: Mason Corridor- South Transit Center CONTRACTOR: Growling Bear Inc. PROJECT NUMBER: 7382 PURCHASE ORDER NO.: 9124530 DESCRIPTION: Reconciles Asphalt and Roadbase Quantities (items 2e - Park and Ride) 1. Reason for change: This change order reconciles the unit quantifies for the STC Park and Ride items 2e: Asphalt Paving —4" Agg. Base Course 8" Comp. This partof the ST� contract was bid unit price and therefore, actual in place quantities v�ere tracked and paid. 2. Description of Change: Adds quantity and cost for unit price items within the STC Park and Ride portion of the contract. See attached summary sheet. NOTE: Contract adjustment made to FASTER budget 400903220.563040.93 3. Change in Contract Cost: $ 6,792.88 4. Change in Contract Time: calendar days for substantial Completion 0 calendar days for final completion TOTAL APPROVED CHANGE ORDERS $ 22,406.18 TOTAL PENDING CHANGE ORDERS $ 6,932.14 TOTAL THIS CHANGE ORDER $ 6,792.88 TOTAL % ORIGINAL CONTRACT, THIS C.O. 0.16% TOTAL % ORIGINAL CONTRACT, ALL C.O.'S 0.83% ADJUSTED CONTRACT COST $4,392,696.90 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative REVIEWED BY: A04 DATE: Construction Manager APPROVED BY: DATE: •� City Project Manager e ram/ 21—/7 APPROVED BY. DATE: Director of Infrastructu ervi es APPROVED BY: ,— t Pr DATE: Purchasing Agent over $60,000 cc: City Clerk Architect Contractor Engineer Project File Purchasing AOW�bnior Pey BID ITEMS I SCHEDULE OF VALUES teem FTA ay. VOM DeeodPUw N IA. Cm4ad Summa Billed TNb PeAW Blibd Pmviwa 011bd Totel to Dale Stood TMBabd Coal BBbd Percent Amwnl Mabdffi SStp WDab Ramalnb Canbb U.M Pdw TUA Amwnl O Amwnt Amwnl • 10 t0266).28 I0% 1p0% 1o266)SB 102 fifii20 6pt3B80 108% 2e T0.01 Ae PeN 1' 1177TON 02.00 530.10 0%S 2e 20.04 A .Beta LO12B B'Com. 5e50 BY Sa S 13600.00 0% - 102% 112%.00 102%S 44TBfi.00 S - $ ee256.o0 6%.OD 102% eII 31 NHIJdCaN ISTC=Padt'S'Rlde 9u�TaW:. [C'AYSLa N@M1Yt19 HPWie�"�Ta a tBra9M6110150:101 ®9 I Mills I IUMi 2}281 t05%I ®A1e 21281 I =8tl I RSacallN 21281 I >02�N )82.88 Ci'�103%1�T0 AS BUILT ITEMS p aag-essyv= Pam! MIS - ill tB1 100% S tOT 66i20 m 100% S t 68].2B S S 10266i10 100% 2e 20.01 A PM e' 12WN TON 582.00 S 1 66)28 2e 20.01 .B Hae e'Co 5532 SY 000 M250.00 I MIS 100% /12W.W IW% S 61250.00 8TL'= rkS WN0 bTOWRIMCMWMIMXH Mll 21 wta M 1 =10 f 1102123I ""��""-"'1 0R81 BI I -YSB 26@Tffit p21201 1'Lapl%` Y>R'i$&'J-1'2 Cmart +EG".1 CHANGE IN CONTRACT VALUE S B 1w.OB of Oft COttins Date of Estimate: 25-Apr-14 Contract Type: T&M Existing Contract or PO (Y/N): Y Growling Bear - Change Order # 1'S Independent Cost Estirnatl: South Transit Center Description of Goods (A) or Services (B): B Change Order #15 reconciles the unit quantities for the STC Park and Ride items 2e. Unit prices per contract. I have obtained the following estimate from; Published Price List / Past Pricing (date) Engineering or Technical Estimate (performed by) Ken Craven Independent Third Party Estimate (performed by) Other (specify) Cost Estimate Details: (Estimate calculated in US Dollars) Cost of Services, Repairs, or Nonstandard Items Item/Task: Materials or Work Description I Other Direct Costs Quantity I Unit Unit Price Allocated I I Overhead SG&A• Profit TOTAL 4"Ashpalt Paving 75 $ 82.00 $ 6,136.88 A g. Base Couirse 8' Comp 82 8.00 $ 656.00 ota $ 8,792.88 'S&W�p, GanmL uE RW,uNatrativa F.giensn Signature of Preparer. Date: