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HomeMy WebLinkAboutReith Riley/CO 12/Contract Completion date extended/Towne 131-146th CITY OF CARMEL TO: THE CITY OF CARMEL, INDIANA CONTRACT CHANGE REQUEST NO.: 12 DATE: 5/15/12 PROJECT NAME: Towne Road: 131st Street to 146th Street.° FROM: CLARK DIETZ ENGINEERS i411 IT IS REQUESTED THAT A CONTRACT CHANGE BE MADE TO THE ABOVE REFERENCED CONTRACT. 1. SCOPE OF WORK Contract time extension 2. REASON FOR CHANGE: Due to additional work not included in the original contract, the Contract Completion date was extended to December 3, 2012. Per INDOT Specification: 101.73, No work days will charged during the months of December thru March. 101.73 Work Day A calendar day, exclusive of Saturdays and State recognized holidays,on which weather and other conditions not under the control of the Contractor will permit work on the controlling operations for at least 50%of the day with the normal working force. However, if weather is unsuitable for work on the controlling operation at the normal starting time, and remains unsuitable for 2 h, a work day will not be charged if the Contractor does not work. No work days will be charged during the months of December,January, February, or March, unless otherwise specified. The optimal time for landscape planting is May 1 through May 15. 3. APPROXIMATE COST CHANGE TO CONTRACT PRICE: ZERO DOLLARS 4. WILL THE CONTRACT NEED ADDITIONAL CONTRACT TIME TO COMPLETE THE CHANGE IN WORK SCOPE? X -YES -NO 5. WILL THE CONTRACTOR NEED ADDITIONAL PERSONNEL TO COMPLETE THE CHANGE IN WORK SCOPE? -YES X -NO IF NO, TRADE(S): NO. OF PERSONNEL: DURATION: 6. IDENTIFICATION OF ATTACHMENTS DATE: 12/9/11 DATE: g/s ,bQi,2, PREPARED 7444 REVIEWED BY: Thomas Gentry Clark-Dietz Engineers REVIEWED BY: .4222g,,,t)Z_ ENGINEER Comments and Recommendation: TO: Rieth Riley CONTRACT CHANGE ORDER NO.:12 DATE: 5/15/12 PROJECT NAtviE:Towne Road: 131St Street to 146th Street CITY REQ.NO.: CITY PO NO.: CITY PO DATE: I. You are directed to make the following changes in this Contract: EXTEND CONTRACT COMPLETION DATE TO May 15, 2021 SCHEDULED ADJUSTMENT ITEM (New) AMOUNT (+) OR(-) DAYS + 165 Days II. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: R.F.P.: W.D.C. No.: Other: The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $3,817,246.32 Contract Price will be increased/decreased by this Change Order Zero Dollars New Contract Price including this Change Order $3,817,246.32 Contract Time Prior to this Change Order: Completion Date December 3rd , 2011 Net increased/decreased resulting from this Change Order +165 Days Current Contract Time including this Change Order Completion Date May 15th, 2012 This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are The Above Changes Are Approved Recommended: Accepted: Clark Dietz Engineers Reith Riley Construction Co. James Brainard, Mayor ENGINEER CONTRACTOR 8900 Keystone Suite 900 P.0 Box 276 L !I�. I, Address Address Mary Ann Burke, Member Indianapolis. Indiana 46240 Indianapolis. Indiana 46206 Lk W. •}•n, e -er City/State/Zip .te/Zip'' By: X)14/9" 6✓ B)' w 7 p�. :_a ATTEST: Phone:317-503-5250 Ph -:317 . a.7: : Diana Cordi'.' IT1NOP °n9 Date: 1/12/12 Date: 9/13 v 2 r Trea , pty Clerk for Date: /0-i7-(2- r � s friit-tiika.f,itteSiZAA y id AS - ';YJLEY C CO. , !NCe j�r^,+,` POST OFFICE BOX 276 • INDIANAPOLIS,INDIANA 46206 • WWW.RIETHRILEY.COM "100%Employee Owned" 10-18-11 John Yadon Project Manager Rieth-Riley 1751 West Minnesota Street Indianapolis,IN 46206 Thomas A. Gentry Clark Dietz,Inc.-Engineers 8900 Keystone Crossing,Suite 900 Indianapolis,IN 46240 317.844.8900-office 317.844.9158-fax 317.503.5250-cell thom as.gentry(aiclarkdietz.com www.clarkdietz.com Project: Towne Road 131st-146`h Street RE: Retaining Wall with Handrail Dear Tom, As requested,I am submitting a price for a retaining wall and handrail that is proposed to be located on the north east corner of 136th and Towne Road. The wall and handrail is required due to the very limited amount of right of way and the change in elevation that is required to place a 10 foot path. The price for this wall is $42,300.00 and is based on 42 feet of eight rail 1.5" schedule 40 tube handrail that is primer and powder coated and 205 square feet of modular block wall. As it stands, straight faced wall is in stock,but the cropped corner style is not available for 7 weeks. Only the engineering for the wall alone has been included, no engineering will be included for the handrail or its means of attachment. All costs as detailed are included in this proposal. Since ly, ohn Y on 1751 W.MINNESOTA • INDIANAPOLIS,INDIANA 46221 • TELEPHONE:(317)634-5561 • FAX:(317)631-6423 >it.`.%,• 5 4-4 v ' ,{7 ,' > 'F, ^ EiU w C OO RU NfYE ML'YER ,np�, 4 S o y x t.�s�+* � ; ss } • "I*",p,'� ' J�e !i , a Fl 1 , ", ',�^ '• �`mmv., z, t4". •<74 x]r* �,yr x`jam �.*4f x A w��.� ��w�^y}v Y -, © � a ® S1- M7As a. ILL � E ity4*R E soNSBILl . SE•+ IQN : yi " � -;trl 4 £ '4:^ 6 . h Yb . y i w- e. rk¢ s i$ioV i P :t73tT v s y:;. 1 ° a A e • •• 1100.081 95.44 10028 U. • '.'e d - • I • ° e. d. °T • 44 ° Q (I • ° • 1.1. . •. 1100.081 /95.47 100.321 n Q . 11 : 4 . 0 .: . Ill IIIIIIIi ,1 < :� .° �"-10.00—i I 1 1I O SCALE Q I e EL n 95.65 EXISTING ELEVATION I' ° ° 9.59 ' 95.57 1' e �/ •" ;a: ° � 199.601 PROPOSED ELEVATION 1 12—•100.38 e d 99.60 d W �` Q Z `\ : d 4 c .d e ' \\1 99.60 095.92 0 \\ e � ., • °.a a •. POWER POLE 100.47 .. • •1 a 1.0 x/ 95.41 \ 6.00 ° pk][8l( 95.65 • O`\ . ° 95.14 \ a ° ' O� \ \ n d_ °. ° ft P 94,73 199.801 . < . 4 1. .5....4';.3 . .. ° 99.61 8/6 �ts (^ ,e°. :• 4 .. 10.00 . ° 10.5 'i 100.24 \ J e. \ d a °•e • d ° d•\ ■ • :0° ° I 9 a .'. • LIGHT FOUNDATION 99.8 \\\ e n ° ° e•. 4 . . 464 199.141 a • 99.42 \ or����e��\f `'• 99.30 r leftA ! 98.64 98.82 136TH STREET 1 V / .3 i)v / POURED IN PLACE CONCRETE CAP--\‘,12`WIDE BY 6"DEPTH - PEDESTRIAN HANDRAIL TO BE _ _-____ __, SECURED TO CONCRETE CAP -� 1______r„.„__ _ PER MANUFACTURERS RECOMENDATIONS unimu ommom�umm. f 1 C I 1 I I I I L L I I 1 ormimmnummuumm 1m 1 f I 1 .I I i I I I 1 I 1 1 !• i I I f I I I I I I I I I 46" TOP COURSE TO BE ■"�..�ro..rmm��..m 1 1 1 1 , 1 1 1 I 1 I I I STRAIGHT FACE BLOCK Top of Wall Elevation =99.60 Base of Wall Elevation = 95.77 #5 BAR 24"X 6"@ 3'SPACING - 42.00' - ELEV TION 2#5 BAR @41.5' TOP COURSE TO BE STRAIGHT FACE BLOCK i TRI-PLANE BLOCK . I i FOUNDATION PER #5 BAR 24"X 6"@ 3'SPACING la MANUFACTURERS RECOMENDATION SETIQN .3eya 1) HANDRAIL MATERIALS AND WORK SPECIFICATIONS SHALL BE IN ACCORDANCE WITH INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND SUPPLEMENTAL SPECIFICATIONS, 2006. 2) ALL TUBE MATERIAL SHALL BE SCHEDULE 40, ASTM A500, GR. B. • 3) •PANEL LE?U ?6l D)'TEAJNI+I/Ad ,4$rCie PA E-44.1 M N.4Jv,Pex�/i�- 4) HANDRAILS SHALL BE UNGALVANIZED STEEL WITH PRIMER AND POWDER COATING MATERIALS PER TECHNICAL SPECIFICATIONS. 2" SCH. 40(TYP.) 1 1/2" SCH. 40(TYP.) 72•<TYPJ (MAX.) i6/ —— — • 7 SPA. Z e 5`/g 42• 4 ir . 4 FIELD ADJUST MEASUREMENTS TO • FIT CONTOURS AND SITE CONDITIONS • RAILING DETAIL NOT TO SCALE JAMES H.DREW CORPORATION Contractor:Rieth Riley Pedestrian Handrail Drawings LWA 12/30/2010 Commerce Drive Extension,Phase 2 Page 2 of 3 SINGLE SPLICE-LOCIOv FOR PIPE AND ROUND TUBING ... SINGLE-LOCK SPLICE-LOCKT. - - - ASSEMBLY 'r, rr .. The Splice-Lock•comb to the mold rl�. `1 ; y C)1111 the tube or pipe In four areas along N. �,•�-.-SQLF O,PC.iL21/5 e 5•f r .. :,d- - Use as Connectors or Expansion Jails • length to ensure alignment and ,.ik;ka -�..�!s maximum strength. _ Tube Wall Zinc Plated Galvanized. - - - Pips Sch• Diameter Thickness a - Steel Steel Steel Aluminum Stainless Set Screw . \/ 2" 40 2.375" ..154" 8 33344 -PL3334 C G3334 6 -.723 - 3337 3!8'x 1-5/8" !( r r' if4gt r i t 1isj 31 I r 1 i r s• SPLICE-LOCKTM Patented ■'` j d' Td i�44{ �y :t. 7, ci �r tt l g %, G�'e/J 1-6 . Available In steel,aluminum alloy 3003 and stainless steel type 304.Splice-Locks.are r i 1 _., r.°"•'.:•L*r-!:;,-•>;l:;l .P.b..s N 3 h:{:4`�•." designed for the alignment of handrail sections and as expansion joints.They are most c„"""'"" �"i e Threaded Hole -3-is'socket effective as a joint stiffener when used within 12'of a welded post or handrail bracket. o..•W'for 3W Lang - a Is Extruded opt'/retor8' 1 I Headless Long ""'+ Betore TOppNg i - t/iG,�. //6a The screw hole is threaded into the connector and the Splice-Lock's..prongs hold the Set Soeei piece together as a unit allowing for simple Insertion Into the pipe or tube.The set screw Cup End 4 3` ‘r";.(/''..416C. Is a headless socket with a cup end. - - l'-F Splice-Locks•have a similar shear strength as standard pipe but are not to be used in /' i :T e r{ ,.;•.;17:s•6•.1.,"7/1`4.l v ,/,'-'":-. ,' T.. _ h___ -_ ____ -___-_--- rs^Ltq,1t^-sr Fr ,. , 1 yr 3 ; _.. post assemblies. ; t st 1•4. , r r ■r ' (1 tit. ,0143 n SZYi I£YZ.ir �,E 54 ii ii I Single-Lock Splice-Locks T"'are for use as connectors or expansion Joints.For maximum , ,- . �iT tryl DES•.n ,!,a s ti 4 r r ' � ;r strength,use Double-Lock Splice-Locks•shown on the next page. r ''�i!" tine�'2�.;:,�.F,ot`L�,;'-lr!- r` r _—1__=c= -n _,a�._sQ= _ Numbers In Italics denote items that may not be available for immediate shipment. rs` _ j 'rif�'r r 'z r�''.� ca., �� ch I I'a 1 -J PDrdlWn Hdo '�-Ha4eJolnt Prongs Hold Splice-Loa L 2 LUG c✓C�•AJ7;d oG -Ate-f TopetherAsA Unit Making It Easy To loseit Into Pipe G'P#V4 0"41.6-77:-/ - .. TcD�' AML ALL E2"� Iyi IPip� spt ce . 0PLtcc 7-0 31J 40WAL°2 zokrt'/1 . 2" SCH• 40(TYP) IYi.SCH. 40(TYP,) 72•4TYPJ '(MAX.) Fr'i,°-,F•-�I 42• I - 2 - ___.._5- • Y -0 _• 4"ccCnur•<e r 1 ;I tt k ,114 �6 t'Ir 4�6,r 14 F 4 JAMES H.DREW CORPORATION Contractor:Rieth Riley 0,A,. Pedestrian Handrail Drawings LWA 12/30/2010 ry�o�e.AC. /��STAr(trt��a/ Commerce Drive Extension,.Phase2 Page 3.of3