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HomeMy WebLinkAboutChange Order No. 1 with H2 Excavation for 8th Street Park Pedestrian Bridge & Box Culverts Phase 1CITY OF MERIDIAN 33 EAST BROADWAY AVE. MERIDIAN, ID 83642 CONTRACT CHANGE ORDER Change Order No.: 1 Project Number. PKS-09-0OZ ate: 2/25/2009 Effectlve Date: CONTRACTOR: H2 Excavation PROJECT: 8th Street Park Pedestrian Bridge & Box Culverts -Phase 1 The Contractor Is hereby directed to make the following changes from the Contract Documents and Plans. D~ciption: Amount wCD No.1 (1) Decoratlve Face Revision $1,3512 (2) Add Pressure Treated 2x6x12 For 3t4° Containment $1,014.92 (3) Add 30 CY Of Bid Item No. 206.4.1.1.3 (Hand Placed Riprap) $795.00 $3,161.17 Reason for Change Order: wcD No.1 Revisions due to field conditions. Attrachments: WCD No. 1 CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: $64,186.92 Original Contract Completlon Date: 45 Days Original Contract Com letlan Da Net changes form previous C.O :s.: Net Days change form previous C.O.'s: No. 0 to 0 No. Q to d $0.00 0 Contract Price Prior to this C.O.: Contract Completlon Datie t~efore this C.O.: 45 Days $64,166.92 Net Increase (decrease) of this C.O.: Net Days Increase (decrease) of this C.O.: 14 $3,161.17 Contract Price with all Approved C.O: s: Contract Completlon Date with all Approved C.O.'s: 59 Days $67,328.09 RECOMMENDED: (CITY CAPITAL PROJECTS MANAGER) Date: ~ ~j ACCE D (CITY DIVISI N REPRESENTATIVE) ACCE OR) ~ ~ BY~ / ' 7 ' BY: Date: Z~ Date: a . ~ O APPROVE (CITY UR I c3 AC3ENT} COUNCIL APPROVAL By: Keith watts G,4~~ 3 ,- `Z _ a`/'1~,I~1~jili~l~~~tii~~~~'i `J ~ y~cl Date: ~ _ ~ _ Date: ~~`'~ ~ gy "'~- .~ -. APPROVED: (CITY YOR)~~~ ~ ATTE~ ITYCLERK) ~ 4 , By: Mayo ammy de ee By: City Cterk, Jaycee Hcliilan SEAL Date: ~„~ Date: ~,_ ~ '~` ''~ © ~~ ij/r-rJi~ ~~~t~~ WORK CHANGE DIRECTIVE No. _00 DATE OF ISSUANCE 2124/09 EFFECTIVE DATE 2/24/09 OWNER _City of Meridian CONTRACTOR _HZ Excavation Contract: _PKS-09-002 Project: _8s' Street Park Pedestrian Bridge & Box Culverts -Phase 1 OWNER's Contract No. PKS-09-002 You are directed to proceed promptly with the following changes}: Description: 1) Decorative fence revisions: a. The height of the fence shall be revised from S' to 6' b. The location of the fence shall be revised as detailed in Attachment A. c. The 8 posts (and post concrete) shall be removed and the holes backfilled and compacted. 2) Add pressure treated Zx6x12 on west and east end of pedestrian bridge at the inside of the decorative fence: a. Pressure treated lumber shall be 2x6x12 Construction Select, McFarland Cascade, model 5490001020612 (or approved equal). b. Pressure treated lumber shall be fastened to the top of the precast concrete deck with Redhead, wedge anchors, 1/2x41/4, model 50096 (or approved equal). There shall be 4 fasteners used for each pressure treated board. The fasteners shall be placed starting at 3" from the end of the board and spaced evenly (approximately 3'-7'~ throughout the length of the board. The top of fastener shall be countersunk so that the top of the nut shall be flush with the top of the pressure treated lumber. 3) For bid Item No. 206.4.1.1.3 (Hand Placed Riprap), increase the quantity from 30 CY to 60 CY. Purpose of Work Change Directive: Revised due to field conditions Attachments: (List documents supporting change) Attachment A If OWNER or CONTRACTOR believe that the above change has affected Contract Price any Claim for a Change Order based thereon will involve one or more of the following methods as defined in the Contract Documents. Method of determining change in Contract Price: ^ Unit Prices ^ Lump Sum ^ Cost of the Work Estimated n~e~ (decrease) in Contract Price: Estima mcr .decrease) in Contract $ ~ l Times: If the c ge involves an increase, the estimated Substantial Completion: days; amount is not to be exceeded without further Ready for final payment: days. authorization. RECOMMENDED: AUTHORIZED: RO AGER OWNER D TMENT REPRESENTATIVE By: By: EJ .1910-8-F (1996 Edition) Prepamd by rife Engirneis Joint Comract I>ocamems Coffirdttee and endorsed by The Associated General Contra America a~ onstrucNoa Specifications Irs6drte. 1) DESIGN LOADINGS: a aASHTO Hs-zo-a~, Ast B. SOIL WEIGHT ~ 12D PC C. DfiPTIi OF OvERBUROEN D. A5SUitIED WATER TABLE: ... ... .., ..._ . _ BELOW FINISH GRADE "E. 'EOUK.`FLDID- PRESSDRE F. BO PSF LATERAL LNE L 2) CONCRETE 28 DAY COit STRENGTH SHALL BE 5 3) STEEL REINFORCEMENT: A-615 GRADE 60 i-WW12 ~4) CEMENT: ASTId C-150 ~4N-~5 r >~.1~t, I PRODUCT WEI END sectroN A I REBAR SEC110N A WD SECTON (2) REBAR M10 SECTION END SECTION B (t) REBAR SECTION B WlNCWALL 1 &2 (2FA) REBAR WINGWALL CUTOFF WALL (2) REBAR CUTOFF WALL ~~~I sl~~ I ...~. ~~~-nl' ~~ CUTaFP WALL WW1 WINGWALL LAYOUT TYP. ~ncH Arlo ~~ sue, ~i~s~c ~~ r~ r ~'' ~°~$ y A ORRiYM BYtdP fiOLq 9t5 Y8 L OAYFs 09j18/0e SCALEt I/4' » t'-[ td'XS X24' y~~QNAL ~'y FIVE MILE CR o'~'~~©~~T ~RFQ~~~ CITY OF MERI[ !/~ • ~ ENp SECT7QP ~' 'I ~ $ ~ x A/CONCEPTUAL A: m~ ~~~F~ yy LN ~ 1 S0~ 3c ~~ 9re o~ ~pv'aJ corrucr,ctav ~~_,~wt, tigw~ L !. Mpg °°~~aa""~~w~~''~.: i' Oldcast[e Amcor eau ~o. uwr wa~ea esum rarm Excavation, Inc. 126 McClure Avenue P.O. Box 1400 Nampa, ID 83653 Office: 208-467-6000 Fax: 208~i68-6008 Cell: 208-941-0237 Mc~ceC~;a H2Bxcavation.com T of Work roved B Quanti Pricing for WCD #1 Mmt Jetts~t Description of Costs/Materials Used Date: Description of Cost, Equipment or Material Price Qty Unit Total Mark up on Materials 7o~i with Markup ~ 30 adddkmal cubk: yards of rip raP. Pr~n9 is the and price from original quote with no m~P• $28.50 30.00 CY 5795.00 0% $795.00 50.00 $O.OD r~onoo9 Pug posh previauely set, erM instep new posts amt fence as discussed betxreerr meeWrg wdh ti~rc Jensen and Bc~e River Fence. Thle price Is over and above the o i line tram. 900.00 .00 S 9nn.oo s% 1,035.00 2/2012009 Price, above and beyond, to change fence to a 8'tap fence 5276.00 1.00 L.S 5275.00 1596 $318.28 50.00 50.00 2/25!2009 Instep 2 X 8 X 12 Pressure treated headers at code of aulveR $0.00 $0.00 . um rand roto drill rental $178.19 1.00 LS $178.19 1591, $204.92 tabor to pick uP palls, instep improv~nant and clean up. $38.00 18.00 Man Hours 5580.00 096 $580.00 ot~Zadon t;250.~ 1.00 LS 5250.00 $250.00 $0.00 $0.00 x.00 50.00 x.00 50.00 50.00 50.00 $0.00 x.00 50.00 50.00 $0.00 x.00 $O.QO $0.00 x.00 $0.00 $0.00 50.00 $0.00 $0,00 $0.00 $0.00 50.00 x.00 $D.00 $0.00 $0.00 x.00 $0.00 ~,Op Total Cost: $3,161.17 Contract Days Requested: Total Da s Re nested: ~ 4