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Home My WebLink AboutE&B Paving/ENG/CO 2/increase 9,761.05/Illinois Street ExtensionCITY OE CARMEL TO: E&8 Paving, Inc. 17042 Middletown Avenue Noblesville, IN 46060 CONTRACT CHANGE ORDER NO. 2 DATE: 7/15/2014 PROJECT NAME: 10 -10 Illinois St. Ext. CITY REQ. NO.: CITY PO NO.: CITY PO DATE: 25297 12/18/2013 1. You are directed to make the following changes in this Contract: Add RCP End Section per RPE #1 and as quoted in attached support documentation. SCHEDULED ADJUSTMENT ITEM AMOUNT ( +) OR ( - ) DAYS Item CO 3 - 18" RCP End Section $1,078.61 0 Days Item CO 4 - 24" RCP End Section $1,162.61 0 Days Item CO 5 - 36" RCP End Section $1,610.61 0 Days Item CO 6 - 54" RCP End Section $2,562.61 0 Days Item CO 7 - 60" RCP End Section $3,346.61 0 Days II. The following referenced Documents further describe the changes outlined in Paragraph 1, and are to be considered a part of this Change Order: R.E.P.: _ #1 W.D.C. NO.: Other: By Request from the City of Carmel The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order Contract Price will be increased /decreased by this Change Order New Contract Price including this Change Order Contract Time prior to this Change Order 426 Days Net increased /decreased resulting from this Change Order Current Contract Time including this Change Order 426 Days $6,520,968.87 $9,761.05 $6.530,729.92 6/1 /2015 Completion Date 0 Days 6/1/2015 Completion Date 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 CROSSROAD ENGINEERS ENGINEER 3417 Sherman Drive Address Beech Grove. IN 46107 City/State/Zip Date: 7% 7//4 Accepted E &13 Paving, Inc. CONTRACTOR 17042 Middletown Avenue Address Noblesville. IN 46060 City/Starr Zip By: i Ph!. ic: 317- 773 -4137 1//6/11 Date: ames Brainard, Mayor Ata Kas i tn, Ci ✓�ng a ♦ • tp1 e, Member Lori Watson. Member ."T.. • s aCO I ay, .C.41‘ D _ Date: I k- Treasurer T[}: Gradex Inc. CITY 0FC9kNEL REQUEST FOR PROPOSAL NO 1 DATE. 06/11/2014 PROJECT A M Illinois Street Extension PKO)[CT!10.: }V')O Specification Reference: 1N[){)T715.10 Drawing Reference: Final Consu'uciion Details Drawing Date: Rev. h?D)/14 Identification u[Attachments: /<i! Please submit within Fifteen (.15) calendar days of dns request date a proposal showing increase, decrease or no change in Contract Price and/or Cvo/rau Time. Proposal shall be accompanied by four (4) copies o( breakdown showing, quantities. cost o[ material. equipment, labor. overhead. profi/ and basis for the additional time any. DESCRIPTION OF PROPOSED CHANG[ COVERED 8Y 'Di |%REQUEST: Pricing is needed for the installation oi 4 Pipe 1:ind Sections that were not included in the projcct iicmizecl proposal in acRIiIion [0 not being addressed otherwise io the construction documents. The locations u[the are as thtlows: • |2+92|,00 Line PK-%-|A.24^RCP, Sheet 33. • 49+VOKon Line |,R'6, 54^KCP. Sheet 37. • 55+28Lon Line YK'&]6''RCP, Skeet 38 and installed wnV6/00/Z0|4. • |4+04Kno Line /`K'I8'l'K.)8'' RCP, Sheet 39. R.E/\S()N FOR CHANGE: SPECIAL INSTRUCTIONS: N//\ THIS R[(lUI:SY|)(}-14S NOT AUTITORWAT-TTYOUT(lPR()C[E[—W|:}|THE ABOVE-WORK NOR USLl-SC|-|t-)1--JETA[>W(}|TKT—Hipn-eppnxJaC\n*roc!C|acns{)nd*+*nd-a Notice' ToProceed will be Dinned. The above work can proceed during pricing and sonic work has already been performed. Please stale in !ou/ yroyou� | the effect tk o u:, �pnc� o [ t| x K ulyca will have on the Project's Substantial Completion and |Tino|(iorny|0000` accepted within |j days o[ proposal due date. YOUR PROPOSAL DUE DATE: 06/27/2014 Bv: [oossQvud2neiouco,P.C. 06/|l/20|4 Engineer Date Approved By: e/s0pn,'veniaKirc ISuh Totals Recapitulation.xls Recapitulation Illinois Street Extension #10 -10 Pricing for 18" FES 7/11/2014 Descriptor] Quantity and unit pace material cost unit cost L & E cost unit cost Extended Unit cost Sub Price materials Labor Equipment Sub $ $ $ rn E•uimerit and Labor _ -$ $ - $ $ - 300 Excavator 1 HR $ - $ - 8 183.00 $ 183.00 $ - Laborers(2 (o) 1 HR each 2 HR $ - $ 41.03 $ 82.06 $ - $ - O.eralor 1 HR $ 54.95 $ 54,95 Foreman 1 HR $ - $ 56.80 $ 56.80 $ - $ -_ -$ - $ - $ $ _ Materials Concrete for Anchor -_ 1 CY $ - $ _ $ 167.00 $ 167.00 - $ - I $ = -$ - $ - $ 18" PIES 1 EA $ 425.00 $ 425.00 -_ $ - -$ $ =$ _ $ _ $ _ $ -$ $ - $ 5 - $ -$ $ $ - $ -� _ = $ - $ - $ - _$ _ 5 - $ Sub Totals $ 592.00 $ 193,81 $ 183.00 $ - Sales Tax Allowable Mark up N/A 0% $ 12% $ 71.04 20% $ 38,76 0% 1$ 663.04 I I $ 23257 I { $ 183 -00 �$ TOTAL = $ 1,078.61 ISub Totals Recapitulation xIs Recapitulation Illinois Street Extension #10 -10 Pricing for 24" FES 7/11/2014 Description Quantity unit unit price materials material cost unit cost L & 6 cost unit cost Extended Unit cost Sub Price Labor Eauioment Sub $ -$ $ - $ E ui.ment and Labor $ - $ $ $ - 300 Excavator 1 HR $ - $ - $ 183.00 $ 183.00 $ - Laborers 2 1 HR each) 2 HR S - $ 41.03 $ 82.06 $ - $ - O.erator • 1 HR $ 54.95 $ 54.95 Foreman 11 HR S - $ 56.80 5 56.80 $ $ -_ $ $ - 5 - $ - - $ $ $ $ Materials Concrete for Anchor 1 CY $ 167.00 $ 167.00 $ - $ - $ 24" FES =EA $ 500.00 $ 500.00 $ $- $ - $ - $ - $ $ $ - $ $ _ $ �$ - $ $ $ -_- S $ - 8 $ S $ - $ Sub Totals $ 667. D0 $ 193.81 5 183.00 $ - Safes Tax Allowable Mark up N/A 0% $ 12% $ 80.04 20% $ 38.76 0% $ $ 747.04 I 5 232.57 I $ 183.00 I TOTAL = $ 1.162.61 ISub Totals Recapitulation xls Recapitulation Illinois Street Extension #10 -10 Pricing for 36" FES 7111/2014 Sales Tax Allowable Mark up N/A 0% $ 12% $ 128.04 20% $ 3876 0% $ $ 1,195.04 $ 232.57 I I $ 183.00 I TOTAL = $ 1610.61 Descriptioq Quantity unit unit once matenal cost unit cost Labor L & E c st unit cost Equipment Extended Und cosh Sub Sub Price materials ....�C$ $ �$ �$ Es ill. ment and Labor $ - $ 300 Excavator 1 HR 5 - $ - $ 183.00 $ 183.00 Laboters(2 no 1 HR each 2 HR $ - $ 41.03 $ 82.06 - $ $ 0 1 HP $ 54.95 $ 54.95 01:310 I- Foreman 1 HR $ - $ 56.80 $ 56 80 - $ - $ __- CY $ 167.00 $ S. $ $ - - $ $ $ � $ $ Materials $ 167.00 $ - $ - $ - Cancels for Anchor 1 36" FES 1 _ EA $ 900 00 - S 900.00 $ - $ - $ $ $ $ $ - $ S. $ $ $ _ $ $ $ - - $ $ - $ $ Sub Totals_ 5 1,067.00 $ 193.81 $ 183.00 $ - Sales Tax Allowable Mark up N/A 0% $ 12% $ 128.04 20% $ 3876 0% $ $ 1,195.04 $ 232.57 I I $ 183.00 I TOTAL = $ 1610.61 ISub Totals Recapitulation.xls Recapitulation Illinois Street Extension #10 -10 Pricing for 64" FES 7/11/2014 Description Quantity unit unit price material cost i nit coot 1. & E Cost unit cost Extended Unit cost auk Sub Price materialz Labor Equipment -�_ $ -S $ $ - E.ul.mentand Labor _� $ - $ - $ $ ca 300 Exvator 1 HR $ - $ - $ 183.00 $ 183.00 $ - Laborers(2 (a? 1 HR each) 2 HR $ - $ 41.03 $ 82.05 - -_ $ - -- $ $ - $ Operator 1 HR $ 54.95 $ 56.80 $ 54.95 $ 56.80 Foreman 1 HR - $ - Materials $ $ - - $ - $ - _ $ S $ $ Concrete for Anchor 1 CY $ 167.00 $ 167.00 $ - S - $ _ 54" FES 1 EA 51,750.00 $ 1,750.00 $ - $ $ = $ - � $ - = _ $ 5 $ $ 5 - $ - $ $ - $ - 5 - 5 - $ - 5 - -$ - -$ - $ Sub "Totals -_ 5 1,917.00 $ 193.81 - $ 18300 $ - Sales Tax Allowable Mark up N/A 0% 5 12% $ 230.04 20% $ 38.76 0% $ $ 2,147 04 - $ 232.57 Is 183.00 1 $ TOTAL = $ 2,562 61 !Sub Totals Recapitulation.xls Recapitulation Illinois Street Extension #10 -10 Pricing for 60" FES 7/11/2014 Sales Tax Allowable Mark up N/A 0% $ 12% $ 314.04 20% $ 38.76 0% $ 10% $ 7% $ $ 2,931.04 1 T S 232.57 [ 1 $ 183.00 1 TOTAL = $ 3,346 61 Sub Price Quantity Unit UOIt g.is& materials Olaterial cost 1 nit cost Labor t• & E cost unit cost Extended Unit cost Sub Pescriotion Equipment _ - -- $ $ E. ui ment and Labor _ $ $ _ $ 183 00 $ - 300 Excavator 1 HR $ - $ $ 183.00 $ $ Laborers 2 0) 1 HR each 2 HR $ - $ 41.03 $ 82.06 $ - $ - 0 erator 1 HR 5 54.95 $ 54.95 $ $ 1 HR. $ - $ 56.80 $ 56.80 Foreman $ - $ C$ - Materials -_- $ $ _ $ - $ - $ - 1 CY $ 167.00 $ 167.00 $ - C $ Concrete for Anchor $ 60" FES 1 rnA $1.750.00 $ 2,450.00 $ - -_- $ $ $ 5 _ - 5 - �� $ _ $ $ _ -�� _ $ $ - 5 Sub Totals $ 2.617.00 $ 193.81 $ 183.00 $ Sales Tax Allowable Mark up N/A 0% $ 12% $ 314.04 20% $ 38.76 0% $ 10% $ 7% $ $ 2,931.04 1 T S 232.57 [ 1 $ 183.00 1 TOTAL = $ 3,346 61 Independent Concrete Pipe Quotation 2050 South Harding Street Number ....... ...... ...:00004373 -2 Indianapolis,IN,46221 Dato • 7/11/2014 Bid Date • 7/10/2014 Telephone : 317 - 262 -4920 Quotation deadline • 8,/9/2014 Fax ' 317 - 262 -8011 Sales rep Ryan Gookins Page 1 of 1 Customer PO ' Illinois S reef Ed Customer Contact • Caro: Archer Payment terms ' Net 30 days Job Name • Illinois Street Ext Sold to: Gradex 12900 N. Meridian St., Suite 120 Carm eI, I N,46032 Item number 054 FESF 060 FESF 018 FESF 024 FESF 036 FESF Ship to: Illinois Street Ext Carmel, IN 46032 Wall Class Description Quantity Unit Unit orice Amount 54" Flared End Section Female 1.00 Each 1,750.00 1,750.00 60" Flared End Section Female 1.00 Each 2,450.00 2,450.00 18" Flared End Section Female 1.00 Each 425.00 425.00 24" Flared End Section Female 1.00 Each 500.00 500.00 36" Flared End Section Female 1.00 Each 900.00 900.00 Unless otherwise agreed in writing, at sales are Net 30 and, by placing an order, customer agrees to pay Interest at a rate of 8% on any unpaid invoices, costs of collection, and attorney fees after expiration of This term. Sales balance ..: 6,025.00 Misc. charges ..: 0.00 Sales tax 0.00 Total 6,025.00 From: IIIT Irving Materials, Inc. Date: November 18, 2013 Customer: GRADEX, INC. Attention: 317 536 6849 11/19/2013 12:18 11264 P.0011001 CONCRETE QUOTATION Project: ILLINOIS ST. EX T ENTION 2014 Location: CARMEL, INDIANA Bid Date: NOVEMBER 20, 2013 Mix # I Concrete Description 1 1900 I CLASS A STONE Environmental Fee, Add Per Cubic Yard Flyash mixes are subject to availability. If flyash is not available straight cement mixes will be used. Mixes will be priced as quoted. (11 straight cement mixes are not quoted add 52.50 to performance price) Proper truck washout area must be provided on site. Prices goad through December 31, 2014, add 57.00 per yard annually thereafter. Gross Price 1 578.00 *Discount I Net Price $3 / CY $75.00 52.00 Additional Options Non - chloride Accelerator, per dose: Each 1% Calcium Chloride: High Performance Accelerator, per dose: Type III Replacement, when available add/cy. Additional Bag of Type I Cement, sdd/cy: Retarding Admixture, add/cy: Mid -Range Water Reducer, addicy: High Range Water Reducer, eddcy: Reinforcing Fiber, addicy, Ice, per lb: *Terns 54.50 52.50 $3.50 $6.00 $650 $1.00 $5.00 57.50 57.00 50.40 Additional Charges Small load charge toy or less, per load: Small Toad charge 2.25 to 3' 'A cy, per Toad: Excess unloading over 30 minutes, per hr: Saturday, per load: Holidays and Sundays: Winter Conditions (Nov 1 - March 31)add/cy' Late delivery, after 5:00 pin, per load: $90.00 550.00 $90.00 $40.00 TBD $3.00 575.00 ''The above prices do not reflect Indiana sate sales tax* 'Prices quoted valid for 60 days* Accounts paid by the 10x' of the following wont's after date of delivery Quote Provided By: John Dodd Phone: 317 - 439 -0557 Email: lohn.d odd @irvmatcom 8032 N. Stale Road 9 o Greenfield, IN 46140 Corporate Office e Phone: (317) 326 -3101 • Fax: (317) 326 -3105 Sales Department o Phone: (317) 536 -6650 0 Fax: (317) 536 -6649