Loading...
HomeMy WebLinkAboutCO 12 CHANGE ORDER Date: January 6.2014 Review R "`.,\� ❑D Documentation R E N T O N Federal Aid: STPUL-1276(0041.HPP1276(0051 g Resident Engr. All c.Ar: or rItL CURVE State Contract: N/A O Materials Appr Engr. 1055 South Grady Way Contract: CAG 11-133 ❑x Cry Project Manager Renton,WA 98057 Projects: Change Order: 12 O France(>10%) CONTRACTOR: RECAPITULATION Atkinson Construction ORIGINAL CONTRACT: $ 11,381,158.70 707 S.Grady Way Ste 500 PREVIOUS ADDITIONS: $ 870,329.40 Renton,WA 98057 PREVIOUS DEDUCTIONS: $ 0.00 PROJECT: PREVIOUS TOTAL: $ 12,251,488.10 Strander Blvd, SW 27th St Extension THIS CHANGE(ADD.): $ 0.00 Phase 1 (DED.): $ 0.00 ADJUSTED TOTAL: $ 12,251,488.10 Sections 1-04.4 and 1-04.5 of the 2010 Standard Specifications shall govern the issuance of this Change Order. The work of this contract is herein modified to include the change detailed below. Additional quantities for existing and new items shall constitute the complete and final settlement for all costs of labor,material,equipment,overhead,profit,permit fees,damages (whether direct or indirect),and all other claims by the contractor as a result of this change. The time for completion is changed by this Change Order; 49 working days are hereby added to the contract. (CONTINUED NEXT PAGE...) Your proposal and this acceptance shall constitute and become part of the contract, subject to all conditions contained therein,as modified b this Change Order. Accepted at L 7 Approved by: �/ ,L .. i1f / �2. ;r Date City of Renton Transportation Design Supervisor to By: /c3✓`--Ow-L� Yt G Ars i(�•�T Atkinson Construction Acknowledged by: N/A Surety Surety Seal (If Applicable) Page 1 of 2 Logged(City of Renton use only) ;......1...15.201.4.....C.:............ 1::.::::::::::::::::: CITY OF RENTON CHANGE ORDER Atkinson Construction Strander Blvd.,SW 27th St Extension Change Order No. 12 January 6,2014 Reason for Change: Working days specified in the original contract were 435 days. Working days added to the contract by previous change orders are 36. Change orders 1,2,3 and 6 were written for added cost but working days was not addressed at that time.The work on the four change orders was on the critical path or added to the critical path.The total added non compensable working days for these four change orders are 29 days.Other elements of work were added to the critical path or quantities overran on critical path work which extended the duration.Therefore a total of 49 working days is added to the contract. Following is a listing of each critical path element of work and associated added working days. CPM Critical Path Additional Notes Day Description Schedule ID Working Days 51-1.01.0 2/6/12-2/17/12 CO 1 Revised Access Road 5 No days added to CO 1,Agree to add 5 days PQ=2160 ton,To date 4,018 ton.Estimate 5,000 tons at 52-1650 Ongoing CO 2Subbal last And Quantity Overrun of BI 12 and BI 139 5 completion.Avg 600 ton per day=Sadditional days 5 days in original activity.With revisions the total 51-1050,1060,1070 2/13/12-3/9/12 CO 3 ATT/BNSF Fiber Optic Relocation Revisions 15 duration was 20 days.No days added to CO. Original Duration 15 days.Actual duration 43 days.4 days unworkable due to weather.Quantity overruns on 51-1160,51-1180 3/6/12-4/25/12 West Shoofly-Construct Embankment,Place Surcharge 4 Quarry Spalls for Shoofly and Gravel Borrow for Shoofly. Use 800 tons per day for both.Equates to an adding 3 days for borrow and 1 day for quarry spat Is. Original Duration 4 days.Actual duration 13 days.The dewatering system was shut down for over a month to 52-1230 9/27/12-10/15/12 East Bridge-Excavate Fourth Level(Unsuitable Exc) 9 relocate the discharge.The material was wetter than anticipated due to the interuption of dewatering.This added duration to the activity. 52-1505 2/18/13-2/26/13 Waterproofing containment 1 Added Critical Path Activity This work was added by BNSF and was on the critical Added Work on CP 1/28/13-2/1/13 CO 6 Rebuild Existing Trackbed 4 path.No working days added to the change order. Agree to 4 additional days. Added Work on CP 10/10/13- Overexcavation of West Roadway and BNSF Bridge Ftg,BI Band BI 47 6 Work added due to soft and unsuitable soils. 10/18/13 Total Added Non Compensible Working Days perChange Order 12 49 Total this Change Order $0.00 Page 2 of 2 c) N dh M It 0 `- N o � r a- . U 0 o Q 0 0 o O 0 N- O N- cd o cd o Lo o c°- N N Op r a0 M Efl CC) co c.i. 64 EA Q 6 N C - . c C CD E E Z' 2 C) CC d E N E 4-c) -I m ✓ Cy C (n m N To N Cl) O 0 LI.0 co U -0 c`o m IL E -~o Q. " N in z E0 C LL •� Umti � coHm OOZE 'c o �= Q W a d = V) W K IX C1 U) W M J LL L G) C p 0 v i � � W a C o N voz =_ 2 < u. ti n 3 V N C a N v _ — 0 0 00 (0 (0 0C') 0N0d- 0 (I) N- O CO M CO 0 N- 0 CO O L() C 00 CO 6 N. N N d O LO O C) ' CO m re U) 0) 1.0 C D N- CO N CO 0) 0 0) 00 Q r O a- N. N- CO CO C) O N c 00 O O 1. -c O 1) N 0 15 CO N Cfl 0 N ( N () N- N C LL CC A r 0 N L 3 o 0 6/9 EA 69 69 69 C 69 EA ER Ea 69.69 Ea 69 0 .- N N CO Cf) CO N CO 0) .- a- r- R E ii C O O O O O O O O O O O O o E z z z z z z z z z z z z H F- c F2 To '0 "O "0 'm 'm '0 "0 'm "o "O "0 m p-0 ✓ U 000000000000 ~ I- CD 0 CD CD CD 0 CD C1) CD N CD 4) cp L C 0) 0) O 0) 0) 0 0) 0) 0) 0) 0) 0) CD Z z C C C C C C C C C C C C C N O O 0 0) C6 (0 CC) 2 0 CC) N CC CO CC) CC) 0 z 'C L L L L L L L L L _0 .0 L 'i O 0 U o 000000000000 < co co O '7 a) N U) .- O O n M Q O O Q U 5 c •0 o co a) o C n a) CU •Q in 0 2 o j. to a) .... t0 to '� to 0) C Y N i c Q N 2 p O O C Ma n fz to N u_C U) O .� Y 'O E i .� Ei m (C6 C) H -a) N Cl) o C �, CC 0 C O` al .Q O to LL t~ .- Q in N O d a) Z -OO w co U a _ 'C U a) U C i a) Cl) co C t N t6 0o W n O m a) O . U >+ a a) n � �., n ca CD d a) - a) N to ~ C ❑ 0 y 1• Crj ."Z a2 vl ,- � z 3❑ w U c 0 • CO CO tS 7 "O 'O C6 C)d a) t0 V1 K V "6 to C "O a) 'C .O i6 1 C U. Y W W J a) o f6 a) > io a) u c9 0 0 O L W -J to to H !n U d C a>i a>i a) a) aa)) a) O O a) "0 •y o re L 0 a Q < Cr W ❑ W V U) H < E V U V Cl) V o 7 co 7 Z ti U) O. Z N C U Cl) C. 0 0 0 0 10 CO 0 Cr) O N O 0 0 "0 N N- 0 CO CO CO O N- 0 CO O U) r- C tb (O U) h N N 4 O U) O U) ' 0o O) CO U) Q) U) a) N- co N co O) O t7) co N N- O 1- N- N- CO CO O) O N M L' Q Cr. 00 O O U) V O U) N O c- O Cu. � NU) N N � NM � d' f� NCO LC >+ 3 L. 7 O '- Cl) C7 69 69 EH ER ER C ER ER 69 69 69 EH ER 69 69 4 0 r- N s- N CO U) CO N- CO 0) ,- N- OS ii E O O O O O O O O O O O O Q z z z z z z z z z z z z H F- a P. Ts N C am o a m a a a m m a a 0� v U OOOOOOOOOOOO I— I— R Ts a) a) a) a) a) a) a) a) a) m a) a)0) O ) t>) O) O) co O) 0) t0) 0) 0) O) O) Z Z C C C C C C C C C C C C C C 22 Cl) 0 0 0 0) t6 C6 CO f6 C6 t6 CO CO t6 a) tO CO O 'C .0 .0 L _C .0 L L _C .0 L L t Q 0 C) C) 0 OoOOOOOOOOOO