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HomeMy WebLinkAboutBid Information and Packets,lu iB EEO 0 11 ©umfl'nmill mi;r CITV40 rAMVIEL JAMES BRAINARD, MAYOR "EMERGENCY DECLARATION" Whereas on October 17, 2012, the City closed the east bound lane and west bound left turn lane of 96th Street, east of the intersection of 961h Street and College Avenue due to excessive pavement settlement above the Clara Knotts Legal Drain crossing of 96th Street; and Whereas, the condition of the structure that conveys drainage from the Clara Knotts Legal Drain under 96th Street has been evaluated and determined to be deficient and at risk of failure due to the culvert's compromised floor structure, and is need of repair; and Whereas, since October 17, 2012, the pavement continues to settle as a result of the undermining of the pavement structure and the roadbed due to the erosion of the material surrounding the culvert due to the condition of this concrete structure; and Whereas, the structure is at the expected service life of such a structure; and Whereas, the condition of the roadway within the limits of the current closure is considered unsafe for vehicular traffic; and Whereas, 96th Street is a primary arterial that conveys a significant volume of traffic through the area and is a vital emergency response route for the surrounding area. The City of Carmel Board of Public Works hereby declares emergency status to the 96th Street and College Avenue Clara Knotts Legal Drain Structure Replacement project in order to expedite the replacement of this structure so as not to restrict emergency response routes or to increase traffic congestion in the area. The Board directs the immediate dedication of all available resources, efforts and manpower to completing the design, permitting and replacement of this structure. LTh Jayles Brainard, Mayor Mary Ann Burke, Member Ldri W on Member Diana L. Cordray, Cl/ rk- Treasurer DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 Fm: 317.571.2439 EMAIL engineering@carmeLin.gov JAMES BFAINARD, MAYOR October 23, 2012 Board of Public Works and Safety One Civic Square Carmel, Indiana 46032 RE: "EMERGENCY DECLARATION" FOR CLARA KNOTTS LEGAL DRAIN STRUCTURE UNDER 96TH STREET Dear Board Members: The enclosed "Emergency Declaration' is requested by the Engineering Department for the reconstruction of the Clara Knotts Legal Drain Structure under 96th Street. The "Emergency Declaration" is required to be signed by the City of Carmel Board of Public Works to expedite the permitting, design and replacement of the structure. The Clara Knotts Legal Drain crosses 96th Street east of the intersection of 96th and College Avenue by means of a culvert structure which was determined to be compromised on October 17, 2012. The Department of Engineering supports the signing of this "Emergency Declaration" by the Board of Public Works. Sincerely, 2/7 miA,,,,76 Michael T. McBride, P.E. City Engineer DEPARTMENT OF ENGINEERING ONE Civic SQUARE, CAR.MEL, IN 46032 OFFICE 317.571.2441 Fax 317.571.2439 EMAIL engineering ®carmel.in -gov N00 /02 /2012 /FRI 02:;9 PM BEATY CONSTRUCTION ESTABLISHED 1965 FAX No. 3178359434 F. 001 BEATY CONSTRUCTION, INC at �I�i r2- 5292 WEST 100 NORTH - BOGGSTOWN, INDIANA 48110 - PHONE (317) 835 -2254 - FAX (317) 835 -9434 - WWW.BEATYINC.COM To: City of Carmel — Mike McBride From: Beaty Construction - Andrew Rayner Fax: (317) 571-2439 Pages: 3 Phone: (317) 571-2441 Date: 11/2/2012 12e: 96th Street over Clara Knotts Drain — Beaty CC: Construction's Proposal HIGHWAY — COMMERCIAL — INDUSTRIAL N0V/02/2012/FF,I 02 :39 PM Itemized Proposal -Beaty Construction FAX No, 3178359434 8, 0002 Item Description Quantity Unit Unit Price Total Price 1 Construction Engineering 1 LS $ 625.00 $ 625.00 2 Mob and Demob 1 LS $147,638.00 $ 147,638.00 3 Clearing Right of Way 1 LS $ 4,870.00 $ 4,870.00 4 Curb, Concrete, Remove 40 LFT $ 19.55 $ 782.00 5 Present Structure Remove 1 LS $ 14,580.00 $ 14,580.00 6 No. 2 Stone 76 TON $ 3700 $ 2,812.00 7 Sheet Pile, 8 =18.1 1936 SFT $ - $ - 8 Flowable Backfrll, Non - Removable 318 CYS $ - $ - 9 Coarse Aggregate, 8 21 TON $ 50.00 $ 1,050.00 10 HMA Surface, ge "C" 28 TON $ 230.00 $ 6,440.00 11 HMA Intermediate, Type "C" 31 TON $ 202.00 $ 6,262,00 12 HMA Base, Tpe "C" 79 TON $ 190.00 $ 15,010.00 13 Guardrail, Remove 40 LFT $ 6.00 $ 240.00 14 Guardrail, W -Beam, 6ft 3in spacing 40 LFT $ 75.00 $ 3,000.00 15 Curb and Gutter, Concrete 40 LFT $ 50.00 $ 2,000.00 16 Geotextiles 60 SYS $ 9.00 $ 540.00 17 Riprap, Revetment 45 TON $ 40.00 $ 1,800.00 18 Concrete, A, Substructure 15 CYS $ - $ - 19 Concrete, B, Footin:s 20 CYS $ - $ - 20 Reinforcing Bars, Epoxy Coated 5124 LBS $ - $ - 21 Pipe, T .e 2 Circular 66 inch 60 LFT $ 500.00 $ 30,000.00 22 Surface Milling 111 SYS $ 10.00 $ 1,110.00 23 Maintainin_ Traffic 1 LS $ 3,330.00 $ 3,330.00 24 Line, Paint, Solid, White, 4 IN 96 LFT $ 10.00 $ 960.00 25 Line, Paint, Solid, Yellow, 4 IN 48 LFT $ 10.00 $ 480.00 26 Wingwall 271 SFT $ 100.00 $ 27,100.00 27 Structure Backfill, Type 2 318 CYS $ 57.00 $ 18,126.00 28 Pipe, PVC, 8 IN 30 LFT $ 100.00 $ 3,000.00 29 Manhole 2 EACH $ 12,000.00 $ 24,000.00 30 Sheet Pile, Steel, PZ35 1225 SFT $ 55.00 $ 67,375.00 Total Quote = S 383,130.00 4-8. t NOV/02/2012/FRI 02 :39 PM FAY No, 3178359434 P, 003 ADDENDUM ACKNOWLEDGEMENT 1. The Bidder agrees to be bound by the teens and provisions defined in the request for quote dated October 26, 2012 ( "Contract Documents ") and incorporates such Contract Documents herein by reference. 2. The Contractor acknowledges receipt of the following addenda: ADDENDUM No 1 2 3 DATE SIGNATURE 10/30/2012 Ot- -4/7/ 11/01/2012 l 11/0212012 040 14J n, AR -1 NOV -02 -2012 FRI 02:13 PM FAX NO, P, 01 2r a d e , i n c. ()Oohs H)1/J- rading & e cavatin& FAX COVER SHEET DATE: November 2, 2012 ATTN: Mike McBride, P.E. COMPANY: City of Carmel RE: 96th Street over Clara Knotts Drain IF YOU HAVE ANY QUESTIONS PLEASE CONTACT: Scott Sweeney PHONE: 317 -573 -3970 FAX: 317 -573 -3979 This is page 1 of 3 pages. Attached please find our Itemized Proposal and Addendum Acknowledgement for the above referenced project. Feel free to contact me if you have any questions or need anything further. Faxed to 571 -2439 GRADEX, INC. • 12900 N. MERIDIAN STREET, SUITE 120 • CARMEL, IN 46032 317 -573 -3970 • FAX 317 -573 -3979 An Equal Opportunity Employer NOV -02 -2012 FRI 02:13 PM Itemized Proposal FAX NO. P. 02 Item Description Quantity Unit Unit Price Total Price 1 CONSTRUCTION ENGINEERING 1 LSUM $ 5,000.00 $ 5,000.00 2 MOB AND DEMOB 1 LSUM $ 17,500.00 $ 17,500.00 3 CLEARING RIGHT OF WAY 1 LSUM $ 6,500.00 $ 6,500.00 4 CURB, CONCRETE, REMOVE 40 LFT $ 12.00 $ 480.00 5 PRESENT STRUCTURE REMOVE 1 LSUM $ 15,000.00 $ 15,000.00 6 NO. 2 STONE 76 TON $ 28.00 $ 2,128.00 SN€ETPILE,5 18.1 1956r':s $ - $ - 8 6Y4 $ - $ - 9 COURSE AGGREGATE, 8 21 TON $ 59.00 $ 1,239.00 10 HMA SURFACE, TYPE "C" 28 TON $ 250.00 $ 7,000.00 11 HMA INTERMEDIATE, TYPE "C" 31 TON $ 220.00 $ 6,820.00 12 HMA BASE, TYPE "C" 79 TON $ 205.00 $ 16,195.00 13 GUARDRAIL, REMOVE 40 LFT $ 38.00 $ 1,520.00 14 GUARDRAIL, W -BEAM, 6FT 31N SPACING 40 LFT $ 80.00 $ 3,200.00 15 CURB AND GUTTER, CONCRETE 40 LFT $ 80.00 $ 3,200.00 16 GEOTEXTILES 60 SYS $ 9.00 $ 540.00 17 RIPRAP, REVETMENT 45 TON $ 37.00 $ 1,665.00 fl 45 6KS $ - l9 CON' RETE, 8, FOOTIN66 20 6YS $ - 20 L-BS - $ - 21 PIPE, TYPE 2 CIRCULAR 66 IN 60 LFT $ 495.00 $ 29,700.00 22 SURFACE MILLING 111 SYS $ 50.00 $ 5,550.00 23 MAINTAINING TRAFFIC 1 LSUM $ 41,000.00 $ 41,000.00 24 LINE, PAINT, SOLID, WHITE, 4 IN 96 LFT $ 11.00 $ 1,056.00 25 LINE, PAINT, SOLID, YELLOW, 4 IN 48 LFT $ 11.00 $ 528.00 26 WINGWALL 271 SFT $ 335.00 $ 90,785.00 27 STRUCTURE BACKFILL, TYPE 2 318 CYS $ 35.00 $ 11,130.00 28 PIPE, PVC, 8 IN 30 LFT $ 210.00 $ 6,300.00 29 MANHOLE 2 EACH $ 5,000.00 $ 10,000.00 30 SHEET PILE, STEEL, PZ35 1225 SFT $ 55.00 $ 67,375.00 Total Quote = $ 351,411.00 4— al Q N0V -02 -2012 FRI 02:13 PM FAX NO. P. 03 ADDENDUM ACKNOWLEDGEMENT 1. The Bidder agrees to be bound by the terms and provisions defined in the request for quote dated October 26, 2012 ("Contract Documents ") and incorporates such Contract Documents herein by reference. The Contractor acknowledges receipt of the following addenda: ADDENDUM No. DATE SIGNATURE 1 Oct. 30, 2012 2 Nov. 1, 2012 ~ 3 Nov. 2, 201.2 ,AN-- - lka<ca,j AR -1 3177697424 CALUMET Calumet CNII Contractors, Inc. 04:11:29 p.m. 11 -02 -2012 1 /3 4898 Fieldstone Drive Whltestown, IN 48075 317.769.1900 317.769.7424 FAX. www.celumetoivil.com ales J t - 7- /`L_ DATE: TO: COMPANY: PHONE: FAX: FROM: FAX COVER PAGE 11/2/2012 4:12 PM Mike McBride City of Carmel 317 -571 -2439 Dan Sweet Calumet Civil Contractors, Inc. # OF PAGES W /COVER: 3 SUBJECT: 96th St over Clara Knotts Complete — Proposal with Acknowledgment Calumet Civil Contractors, Inc. dsweetacalumetcivil. com 317- 769 -1922 Direct Line 317 - 509 -2536 Cell 3177697424 Itemized Proposal 04;11;36 p.m. 11 -02 -2012 2 /3 Item Descri ltion Quantity Unit Unit Price Total Price 1 CONSTRUCTION ENGINEERING 1 LS $ 1,600.00 $ 1,600.00 2 MOB AND DEMOB 1 LS $ 14,501.00 $ 14,501.00 3 CLEARING RIGHT OF WAY 1 LS $ 45,000.00 $ 45,000.00 4 CURB, CONCRETE, REMOVE 38 40 LFT $ 12.00 $ 480.00 5 PRESENT STRUCTURE REMOVE 1 LS $ 16,000.00 $ 16,000.00 6 NO. 2 STONE 76 TON $ 50.00 $ 3,800.00 4 .,.!_.w. •!_._._. -. 4936 SIC; $ - $ - 8 S $ - $ - pC l.iOV.& ii C 9 COURSE AGGREGATE, 8 3 21 TON $ 55.00 $ 1,155.00 10 HMA SURFACE, TYPE "C" 23 28 TON $ 140.00 $ 3,920.00 11 HMA INTERMEDIATE, TYPE "C" 24.31 TON $ 135.00 $ 4,185.00 12 HMA BASE, TYPE "C" 46 79 TON $ 130.00 $ 10,270.00 13 GUARDRAIL REMOVE 38 40 LFT $ 33.00 $ 1,320.00 14 GUARDRAIL, W -BEAM, 6FT 3IN SPACING Zg 40 LFT $ 64.00 $ 2,560.00 15 CURB AND GUTTER, CONCRETE 38 40 LFT $ 68.00 $ 2,720.00 16 GEOTEXTILES 89 60 SYS $ 4.00 $ 240.00 17 RIPRAP, REVETMENT 66 45 TON $ 44.00 $ 1,980.00 4.8 44 C.414 $ - $ - .. .17 eMYeit Y'If /r Y.LAM .... 44 0 CX.S, $ _ $ - t•5l\!.I_4ry tq..! N,T.et' drAIIIIM $434 ',SS $ - $ - kamaIMa\•7N1\ /NeL\•larmalp'a aratI Yn” 21 PIPE, TYPE 2 CIRCULAR 66IN 60 LFT $ 645.00 $ 38,700.00 22 SURFACE MILLING 111 SYS $ 44.00 $ 4,884.00 23 MAINTAINING TRAFFIC 1 LS $ 20,500.00 $ 20,500.00 24 LINE, PAINT, SOLID, WHITE, 4 IN 96 LFT $ 6.00 $ 576.00 25 LINE, PAINT, SOLID, YELLOW, 4 IN 48 LFT $ 6.00 $ 288.00 26 WINGWALL 271 SFT $ 280.00 $ 75,880.00 27 STRUCTURE BACKFJLL, TYPE 2 318 CYS $ 37.00 $ 11,766.00 28 PIPE, PVC, 8 I 30 LFT $ 75.00 $ 2,250.00 29 MANHOLE 2 EACH $ 7,000.00 $ 14,000.00 30 SHEET PILE, STEEL, PZ35 1225 SFT $ 53.00 $ 64,925.00 Total Quote = $ 343,500.00