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Home My WebLink AboutRieth-Riley Construction Co., Inc/Eng/CO #7/6,810.30/136th Street & Gray Road RABTO: Rieth Riley Construction Co. 1751 W. Minnesota St. Indianapolis, IN 46221 CITY OF CARMEL `�.( d CONTRACT CHANGE ORDER NO.: 7 0 DATE:_ September 7 2017 PROJECT NAME: 126`h St and Gray Road Roundabout 136th St and Gray Road Roundabout Gray Rd Culvert Replacement Culvert 165 CITY P.O. NO.: 100148 and 100149 CITY P.O. DATE: March 1, 2017 1. You are directed to make the following changes in this Contract: For Proiect 16 -ENG -54 136tt' and Grav Rd Roundabout PO #100148, replace Subgrade Treatment, Type IB w/Lime witli Subgrade Treatment, Type IB w14% Cement based on laboratory test results of soil sampling at various locations within the project limits. See attached justification. ITEM #019, Subgrade Treatment Type IB #127E, Subgrade Treatment, Type IB - 4% Cement SCHEDULED ADJUSTMENT AMOUNT L OR t'-1 DAYS <$34,545.00> 0 $41,355.30 0 II. The following referenced documents further describe the changes outlined in Paragraph I, considered a part of this Change Order: and are to be R.F.P.: N/A W.D.C.: N!A The changes result in the following adjustment of Contract Price and Contract Time: Contract Sum prior to this Change Order Contract Sum will be increased/deema� by this Change Order3 328.12296 New Contract Sum including this Change Order $6.810.30 Contract Time Prior to this Change Order J3.334.933.2 51701?017 S b - Net increased/decreased resulting from this Change Order Current Contract Time including this Change Order u stantial Completion Date Days 612017017 Final Completion Date Days 0 Days 51201201.7 Substantial Completion Date Days L/2.0-12017 Final Completion Date Days This Change Order is for full and final settlement of all direct, indirect, impact costs and time extension incurred at any time resulting from the perfonnance of the changed work. The Above Changes Are Recommended: DLZ Indiana, LLC, Engineer 157 E. Maryland St. Indianapolis,_IN 46204 Zb Date .SEB a, The Above Changes Are Accepted: Rieth-Riley Construction Company, Inc 1751 W. Minnesota St. Indianapolis, IN 46221 Date ? T i Approved: aiss �Brai►rd, MayorA Mary Arlin BurkAWember Member Jeremy Kaslu an, PE, City Engineer ATTEST: rCluistine �S.PaLlley, Clerk Treasurer Date:_ �j �/ 7 PROJECT NO 16 -ENG -16.16 -ENG -54.16 -SW -107 CONTRACTOR: Rieth Riley Construction Co. INSPEC110N CONSULTANT DIZ Indiana BID AMOUNT $3.205.2110.00 BID DATE'. 02/01/17 CONTRACT CHANGE ORDER NUMBER 001 FORESEEN OR UNFORESEEN FORESEEN TOTAL FORESEEN AMOUNT $87,36465 TOTAL: UNFORESEEN AMOUNT RUNNING TOTAL OF - CHANGE ORDERS $87,364.65 DESCRIPTION OF CHANGE ORDER Owner directed changes at Get N_Go. Project 16 -SW- 107 PO# 100149 DATE BOARD APPROVED 05/17/17 NEW CONTRACT AMOUNT $3,292,564.65 Total % Change Orders vs. Bid Amt 3.89 % OF CHANGE ORDER- FORESEEN 2.73% % OF CHANGE ORDER UNFORESEEN Replace 10" watermain 2 UNFORESEEN $14,870.68 $102,235,33 relocation items with 12" items. Project 16 -ENG -54, $3,307,435.33 0.46% PO# 100148 3 FORESEEN c$1,235.00> $101,000.33 Replace 3" steel galvanized pipe for electrical with 2" steel galvanized pipe, $3.306,200.33 2.60% 4 UNFORESEEN $3,865.50 $104,865.83 Compensation for Undercut Areas $3,310,065.83 0.57% 5 UNFORESEEN $7,710.42 $112,576.25 Carmel Water Utilily Field Conditions and Additions $3,317,776.25 0.79% 6 UNFORESEEN $10,346.71 $122,922,96 Emergency Field Repair of 8" Sanity Sewer $3.328,122.96 1 Og 7 UNFORESEENChange $6,810.30 $129,733.26 Subgrade Treatment from Lime to Cement, Project 16 -ENG -54 $3,334,933.26 1,29% $66.129.65 S&A rdVA Al as,sso,ysi.zci 2.60% 1.29% Original Bid Amount $3,205,200.00 Total Change Order(s) Amount $129,73326 Total Foreseen Change Orders $86,129.65 Total Unforeseen Change Orders $43,603.61 Total % Change Orders vs. Bid Amt 3.89 June 21, 2017 ILEY CONSTRUCTION CO., INC. 100% Quality • 100°o Employee Owned • Over 100 Years Mike Smith SENT VIA ELECTRONIC MAIL ONLY: DLZ Construction Observer Manager wlsmithta-%diz.cQrn 157 E. Maryland Street Indianapolis, IN 46204 RE: Gray Road at 136th Street RAB: City of Carmel Project No. 16 -ENG -54 Rieth-Riley Project No. 3200696 Dear Mr, Smith, Pursuant to the attached June 9`h, 2017 Alt & Witzig report, Rieth-Riley Construction proposes to add a 4% Cement Subgrade Treatment Type IB pay item at a unit cost increase of $1.38/SY. See below for a breakdown of the necessary contract adjustment to fulfill this recommendation. tem Description Quantity Unit Unit Price Extension 119 Sub rade Treatment Type iB Lime (Per Specifications) 4935.00 SYS $7.00 -$34,545.0( :WA -1 Sub rade Treatment Type 1B - 4% Cement 4935.00 SYS $8.38 $41,355.3( TOTAL $6,810.30 The approximate cost of this contract adjustment based on unit prices is $6,810.30. Please call with any questions. Thanks Lucas S. Clark Project Manager RIETH-RILEY CONSTRUCTION CO., INC. cc: Gary Davis P.O. Box 276 • 1751 W. Minnesota St. • Indianapolis, IN 46206Phone: (317) 634-5561 • www.rieth-riley.com Tested For: Alt & Witzig Engineering, Inc. 4105 !Fest 99"' Street * Carmel, Indiana 46032 (317) 875-7000 * Fax (317) 876-3705 Date: 06-09-17 Mr. Joe Hile, PE Specialties Company, LLC Our Project No.: TZ 17050 -LTR 9350 East 30th Street Indianapolis, IN 46229 Project: 136th St. & Gray Rd. Intersection Improvements Project No. 16 -ENG -54 Carmel, IN Hamilton County Executive Summary Per your request, Alt & Witzig Engineering has performed a soil -chemical modification study on the soil types obtained from the above referenced project to be utilized at subgrade elevation per project specifications. The chemical modifiers utilized in the testing procedures are listed below: • Cement - Essroc Materials, Inc — Logansport, IN • Lime Kiln Dust— Carmeuse Lime & Stone— Buffington, IN Subgrade Treatment Depth Recommendation —14" % Chemical Recommended — 4% Cement s Sample Identification Sample Classification Spread Rate Lb/yd ^2 Optimum Moisture Content %) As Received Moisture Content Sample #1 A4 0 SANDY LOAM w/ Some Gravel 54.6 9.5% 8.5% Sample #2 1 A-4 0 SANDY LOAM 53.1 10.2% 8.5% Sam le #3 A-4 2 CLAY LOAM 52.8 11.2% 10.5% Offices: Subsurface Investigation and Foundation Engineering Cincinnati, Ohio * Da ton, thio Construction Alaterials Testing and Inspection Indianapolis 9 E an"Ale * Ft. wuvne 0 Ufayette * South Fiend * Terre Haute, Indiana Environmental Serrires 136'' St. & Gray Rd. Intersection Improvements Specialties Company LLC June 9, 2017 Page 2 Project Description According to the contractor, this project includes intersection improvements of 136' St. & Gray Rd. located in Carmel, IN Hamilton County. The following soil -chemical modification study was conducted for soils being utilized at the design subgrade elevation in accordance with project specifications. Sample Collection Three (3) soil samples were collected and delivered to our laboratory by an Alt & Witzig Engineering Inc representative. According to the contractor, the samples collected are representative of the soils to be utilized at the design subgrade elevation. Sample identifications and approximate locations are listed below: • Sample #1: North of Structure #242 A, 2' Rt. (Subgrade Elevation) • Sample #2: South Stockpile (Borrow Fill) • Sample #3: North Stockpile (Borrow Fill) Laboratory Testing By request of the contractor, laboratory testing was performed in accordance with INDOT's most recent publication of their "Design Procedures for Soil Modification or Stabilization". Soluble sulfate contents were below 1,000 ppm, and Loss on Ignition (LOI) was not necessary based upon visual examination. Eades & Grim pH testing indicated 4% to 4.5% LKD by dry unit weight was required to reach saturation (pH = 12.4) for the low to moderately plastic soils represented. Moisture density relationships and unconfined compressive strength testing were performed in accordance with INDOT guidelines using 5% LKD and 4% Cement by dry unit weight. Subgrade Treatment Recommendations Based on the laboratory results, the soils represented met the 100 psi strength gain requirement with the use of 4% Cement by dry unit weight. Therefore, we recommend 4% Cement by dry unit weight be used for the subgrade treatment of this project. 136`h St. & Gray Rd. Intersection Improvements Specialties Company LLC June 9, 2017 Page 2 14" Chemical Soil Modification — 4% Cement Sample Identification Sample Classification Spread Rate Lb/ yd^2 Optimum Moisture Content % As Received Moisture Content Sample 41 A4 0) SANDY LOAM w/ Some Gravel 54.6 9.5% 8.5% Sample 42 A-4 0 SANDY LOAM 53.1 10.2% 8.5% Sample #3 A-4 (2) CLAY LOAM 52.8 11.2% 10.5% Final Considerations Chemically treated soils must be at or above the optimum moisture content as determined by the soil -chemical mixture. Site specific conditions, including anticipated weather during treatment, stability of foundation soils, and in-situ moisture contents must be considered prior to subgrade treatment. Site conditions that would adversely affect the chemical treatment should be brought to the immediate attention of the project manager. Approved chemicals to be incorporated in the field for stabilization or modification of the subgrade shall be accomplished per project specifications. The contractor shall account and correct for all losses and equipment efficiencies that occur in the field to assure that the proper chemical percentage is achieved. Please find a copy of our test results enclosed with this letter. Sincerely, �t111l1lp�Jj t. H 04 Qr.�4i ��ptSTS1g'+ N , Joshua W. Tinkle, E.I.T. 01 19804337; $TAiE OF ; 4� G �r AV David C. Harness, P.E. Project: 136�St.&Rd.Intersection Imp. A&W File #: TZ 17050 Sheet 1 of 1 Manager. D. Hamess Client: Specialties Company LLC Project Description: Location: Carmel. IN Route 136th St.-& Gray Rd. Soil Modification Study Hamilton County INDOT Contract #: ..... Specimen IDSpecimen Pill ID Description Strength Specimen Data Minimum M.C. @ time of Compaction (%j LL j PL P! Fines DD pc W /o %COmP.1 PSI PSI Gain Samcle �E1 Cement-Soil Mixture - 40% Cement 1 .. _ ., 123.0 9.3 96.0 223 205 9.5 Sample#1 Cement-Soil Mixture - 4% Cement 2 ........... .................... I ..... 122.4 9.3 95.6 221 203 Samnle #1 Lime-Soil Mixture - 5% Lime 1 ......... 119.8 10.4 95.1 35 17 10.4 sS1C �E1 Lime-Soil Mixture - 5% Lime 2.................................................... 119.3 10.4 94.7 33 15 Sample #1 A-4 (0) SANDY LOAM with Some Naturall ............................ 124.6 8.8 95.9 18 8.7 NP � NP � NP 36.5 .................................................... Gravel Samnle #1 Natural 2... .................................................... 8.8 95.5 17 Cement-Soil Mixture - 4% Cement 1 , _ _ 119.2 10.6 95.9 205 189 10.2 m&(S #2 Cement-Soil Mixture - 4% Cement 2 ..............1 118.7 10.6 95.5 203 187 aS�II1R1 Lime-Soil Mixture - 5% Lime 1 ...... 117.4 11.2 96.2 39 23 11.1 Sample-#2 Lime-Soil Mixture - 5% Lime 2 116.8 11.2 95.8 37 21 DID A-4 (0) SANDY LOAM Natural 1 . , ....................... ... , 120.8 9.4 95.5 17 9.3 NP. NP NP 38.5 Samnle #2 Natural 2...... ........................................ ...... 120.2 9.4 95.1 15 Cement-Soil Mixture - 4% Cement 1 118.5 11.6 96.0 205 181 11.2 Samnle #3 Cement-Soil Mixture - 4% Cement 2 118.0 11.6 95.6 204 180 Die 02 Lime-Soil Mixture - 5% Lime 1 117.0 12.2 96.5 63 39 12,1 Lime-Soil Mixture - 5% Lime 2 116.4 12.2 96.1 61 37 A&W&JU A4 (2) CLAY LOAM Natural 1. ..... ............................. 121.3 10.3 96.5 25 10.4 15 : 56.3 Samnlljn Natural 2. .......... ........... ........................ _ _ ... 120.8 10.3 96.1 23 Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Soil/Chemical Modification Stud Telephone: 317-875-7000 y Fax: kMEl•■ MNL'll 130 125 ��i��11■i�Source of Material Sample #1 Cement 1 mom Description of Material Cement -SDH Mbdure - 4.% ONE ■■■■■■■■■■■■\\--Test - ..AASHTO T99 Method A 115 ■■■■■■■■■■■■�■■■N►\TEST RESULTS ■■■■■■■■■■EN■■■■■Kf Maximum Dry - nsity 128.1 PCF •' ' Water Content ■■■■■■■■■■■■■■■■■■�� ■EEM■mom MEMO ■■■■■■■■ MEN ■� ME■■■ SEEM ■■■E■E■■■■■M►\ MEM■■MENEMM■MM■EMMEMEMATTERBERG LIMITS ■■MMMNMEMEMEMEMM■M■E■E k 241 ■■■■E■■M■■■■■MEMS■■MEN►�ILL PL 100 Curves of 100% Saturation No mom for Specific Gravity Equal to: so 1, :0 . ME■■■E■■■■■MM■M■■■■N►� MEM■■■MM■■mom M■■■■■M■MM■■■■M■►2.70 MEM■E■E■MOEMM■■M■■M■MMM■MEM■MME EMME 2.60No on mom MENEM Mmg�\ .,■■EMM■M■MM■OEMEM■ME■■M■SEMEN MOM1. ■EMEM■EME■■■ME■■■■ENE■■NOME MM■M&w n MMEMMENE■■■E■■■■■■■MSM■■..... .. 3-1 751 1 1 1 1 11 1 1 1 1 1 1 T- i 0 5 10 15 20 25 30 35 40 4�5 WATER CONTENT, % Alt & Witzig Engineering, Inc. MOISTURE -DENSITY RELATIONSHIP 4105 West 99th St. Project Name: 136th St. & Gray Rd. Intersection Imp. Carmel, IN 46032 Telephone: 317-875-7000 Location: Hamilton County Fax: A&W File #: TZ 17050 INDOT Contract #t: 135 130 125 ■■■■■■■■:i■■N IK - .Material ■■■■■■■■■■■■M■�� Description . „ Test Method AASHTO T99 Method A 115 imfj 105 0 cc 0 Alt & Wilzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: TEST RESULTS Maximum Dry Density 126.0 PCF Optimum Water Content 10.4 % ATTERBERG LIMITS LL PL PI Curves of 100% Saturation for Specific Gravity Equal to: 2.80 2.70 2.60 20 25 30 35 40 45 WATER CONTENT, % MOISTURE -DENSITY RELATIONSHIP Project Name: 136th St. & Gray Rd. Intersection Imp. Location: Hamilton County A&W File #: TZ 17050 INDOT Contract #: 135 130 125 ource of Material Sample #1 Natural I No MMEM No Description of Material ■■■ MEMO ■■■!■■■\ Test Method AASHTO T99 Method A MEN= REEMEELI-1 115 80 75LJl 11 1 1 1 1 1 1 11 II 0 5 10 15 20 25 30 35 40 X45 WATER CONTENT, % Alt & Witzig Engineering, Inc. MOISTURE -DENSITY RELATIONSHIP 4105 West 99th St. Project Name: 136th St. & Gray Rd. Intersection Imp. Carmel, IN 46032 Telephone: 317-875-7000 Location: Hamilton County Fax: A&W File #: TZ 17050 INDOT Contract #: TEST RESULTS ■■■■■!■■■!■!■■■■■■!. I Maximum Dry Density 110 Optimum Water Content 8.7 % z 105 ■■■■■■■■■■!■■■■■■■!■■■7ATTERBERG LIMITS ■■■■■!■■■■■■■■■!■■■■■■\ ■■■■!■!■■■■■!■■!■■■!►\LL PL PI ■■■10 ■ ■■■■■■!■■■■■■■■■■!■■■■!\ 0 OM ME Curves of 100% Saturation or ped ic Gravity Equal to: 2.80 ■■■■■■■■■■■■■!■■■■■■■!■■■ ■■Mai, ■■!■■■■■!■!■■■■■ mom ■■■■■■■■■■- 2.60 90 ��..---------- 80 75LJl 11 1 1 1 1 1 1 11 II 0 5 10 15 20 25 30 35 40 X45 WATER CONTENT, % Alt & Witzig Engineering, Inc. MOISTURE -DENSITY RELATIONSHIP 4105 West 99th St. Project Name: 136th St. & Gray Rd. Intersection Imp. Carmel, IN 46032 Telephone: 317-875-7000 Location: Hamilton County Fax: A&W File #: TZ 17050 INDOT Contract #: 135 130 125 Source of Material Sample #2 Cement 1 0 SON Description of Material CemerittSQ11 Mixture - 4% ■■■■■■■■■■■■SEE\ _ AASHTO T99 Method 115 TEST RESULTS ■■■■■■ MUM ■■■■■■■■■■, D. nsity 124.3 PCF 110 Optimum Water Content 10.2 % ■■■■■■■■■■■■■■■■■■■■\\ ■■■■■■■■■■■■■■■■NONO \ ■■■V5 ATTERBERG LIMITS ■■■■■■■■■■■■■■�■■■► wz '■ NONE ■■■■■■■■■■■■■■■■■� ■■E■■■■■■■■■E■■■■■■■■N►\LL PL PI EN■ONOE■OE■EEE MEMO NOEO�. mom O■OEEO■■■■EE■E■EEENER 100 MEN E■NEEE■ENEE�MEMO �MEiu Curves of 100% Saturation for Specific Gravity Equal to-., I EE■O■■ON■■■■■■EN■■■■■■■NONEMEMMMEMEMEMEMMEN 2.70 ■2.80 \\ ■■■■■■EEENN■■N■■O■■■■■■E■E■■E� O■EE■OME 0 M M MEMOMMEM 2.60 85 LIN 751II111lllllllllll- 0 5 10 15 20 25 30 35 40 45 V WATER CONTENT, % Alt & Wilzig Engineering, Inc. MOISTURE -DENSITY RELATIONSHIP 3. 4105 West 99th St. Project Name: 136th St. & Gray Rd. Intersection Imp. Carmel, IN 46032 Telephone: 317-875-7000 Location: Hamilton County Fax: A&W File #: TZ 17050 INDOT Contract M J 135 130 125 MEN0ON Source of Material Sample #2 Lim2 I No ME E NO escription of Material Lime -Soil Mixture - 5% ■■■.■■■■■VEMENEMENEMA.��■' 0 ENNN■Ec�■EN.L�MINIM est Method AASHTO T99 Method A 115 110 U a LZ 105 0 0 Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: TEST RESULTS Maximum Dry Density 122.0 PCF Optimum Water Content 11.1 % ATTERBERG LIMITS LL PL PI Curves of 100% Saturation for Specific Gravity Equal to: 2.80 2.70 ELI 2.60 '''i' i i 1---1 i r i 1 i 1 i 1 ! i i I I I I I'I 20 25 30 35 40 45 WATER CONTENT, % MOISTURE -DENSITY RELATIONSHIP Project Name: 136th St. & Gray Rd. Intersection Imp. Location: Hamilton County A&W File #: TZ 17050 INDOT Contract M 135 i 130 125 Source of Material Sample #2 Natural 1 Description of Material 120 i A-4 (0) SANDY LOAM Test Method AASHTO T99 Method A 115 TEST RESULTS Maximum Dry Density 126.5 PCF 110 Optimum Water Content 9.3 % a ( w 105 —0 ATTERBERG LIMITS _T_ L It LL PL PI NP NP NP 100 Curves of 100% Saturation for Specific Gravity Equal to: 2.80 95 2.70 I I 2.60 r 90 I I i 85 I e I s 80 I i i L Z 75 I 0 r 0 5 10 15 20 25 30 35 40 45 5 WATER CONTENT, % o Alt & Witzig Engineering, Inc. MOISTURE -DENSITY RELATIONSHIP 4105 West 99th St. Carmel, IN 46032 Project Name: 136th St. & Gray Rd. Intersection Imp. 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EENNEEEEEENN■NEE■NEE■EEO■■■EE■EENNNNN■E■ mom �E • MOIR 63111111V A&W File#: TZ 17050 135 130 125 120 115 110 100 95 all 85 1i1 4 75LIIIIIIIIIIIIIIT 0 5 10 15 Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: Source of Material Description of Material Test Method Sample #3 Natural 1 A-4 (2) CLAY LOAM AASHTO T99 Method A TEST RESULTS Maximum Dry Density 125.7 PCF Optimum Water Content 10.4 % ATTERBERG LIMITS LL PL PI 24 15 9 Curves of 100% Saturation for Specific Gravity Equal to: 2.80 2.70 2.60 - -.1 1 1 1 1 1 "1-1] 1 1 1 1 1 1 1_,.I 20 25 30 35 40 45 WATER CONTENT, % MOISTURE -DENSITY RELATIONSHIP Project Name: 136th St. & Gray Rd. Intersection Imp. Location: Hamilton County A&W File #: TZ 17050 INDOT contract M Sample ID Textural Classification Passing Passing Passing Gravel 410 #40 #200 % Sand % Sift % Sheet 1 of 1 Gay Colloid LL PL PI LOI Carts Sokoe As Receiv % % % % 9 s�eE Moio tore PH Sample #1 A-4 (0) SANDY LOAM with Some Gavel 73.4 52.0 36.5 26.6 36.8 20.1 16.4 15.7 NP NP NP NT NT 20 8.5 8.9 Swnple #Z AA (0) SANDY LOAM 82.0 61.1 38.5 18.0 43.4 19.4 19.1 17.6 NP NP NP NT NT 100 8.5 8.0 Sarriple 93 A-4 (2) CLAY LOAM 3 3 i 89.6 78.9 56.3 10.4 33.3 29.5 26.8 25.0 24 15 9 NT NT 20 10.5 8.1 Alt & Wilzig Engineering, Inc. 4105 West 99th St. Chemical Modification Summary Project Name: 136th St. & Gray Rd. Intersection Imp, Carmel, IN 46032 Telephone: 317-875-7000 Fax: NOTE: NT = Not Tested Location: Carmel, IN - Hamilton County A&W File #: TZ 17050 INDOT Contract #: Fractions normalized to 100% passing the 2mm (#10) sieve 0 `- 'o 0 12 0 o ISO, so `Po PERCENT SAND & GRAVEL (>0.075mm) ao 'o Sample ID • Sam le #1 MSam le #2 Sam le #3 AASHTO Classification A-4_(0)SANDY LOAM A-4 0 SANDY LOAM A4 2 CLAY LOAM Sand & Gravel % 63.5 61.5 43.7 Silt % 20.1 19.4 29.5 Clay 16.4 19.1 26.8 Alt & Witzig Engineering, Inc. 4105 West 99th St, Carmel, IN 46032 Telephone: 317-875-7000 Fax: 00 0 60 50 P L A S 40 T I C T 30- A. -6 A-6 z Y I 20 D X 10 100 A-7- A-4 AL A-5 20 40 60 LIQUID LIMIT 80 Specimen Identification LL PL PI Fines Classification (AASHTO M-145) • Sample #1 0.00 NP NP NP 37 A-4 (0) SANDY LOAM with Some Gravel m Sample #2 0.00 NP NP NP 39 A-4 (0) SANDY LOAM A Sample #3 0.00 24 15 9 56 A-4 (2) CLAY LOAM 3 s , Alt & Witzig Engineering, Inc. 4105 West 99th St. Carmel, IN 46032 Telephone: 317-875-7000 Fax: ATTERBERG LIMITS AASHTO T-89 & T-90) Project Name: 136th St. & Gray Rd. Intersection Imp. Location: Carmel, IN - Hamilton County DES #: INDOT Contract #: TZ -17050 136th St. & Gray Rd. Intersection Imp. Carmel, IN - Hamilton County 06/08/2017 14 rr 13.5 F _ ____ 100% Bu ington LKD t` pH -13.27 1 13 --— -- _ —s—Sample #1 Sample #3 Sample #2 a 2.5 F - F�� _a..------------------- l 12 t C 0 1 2 3 4 5 6 7 8 9 10 % Buffington LKD On Thu, Jun 15, 2017 at 11:21 PM, Johnson, Jeff (Carmel) USA <JJohnson@lehighcement.com> wrote: $112 a ton picked up Logansport, 63 miles to Carmel. Freight $20 a ton out of Logansport. $132 a ton delivered. N 13 West 2nd Street - Maysville, KY 41056 — 606-564-5008 FAX -606-564-5012 June 19, 2017 Mr. Brad Schneider Specialties Company, LLC 9350 East 30`h Street Indianapolis, IN. 46229 Dear Brad, Omni Materials is pleased to provide the following quote for the supply of lime kiln dust for your project in Carmel, IN. We quote as follows: Materials Material Freight Fuel Total/Ton Price/Ton Rate/Ton Surcharge Buffington $56.00 $26.50 16% $86.74 Lime Kiln Dust Maysville $47.00 $26.50 16% $77.74 Lime Kiln Dust Black River $47.00 $25.50 16% $76.58 Lime Kiln Dust • Payment Terms Net 30 Days • Prices do not include tax if applicable. Customer is responsible for sales tax until a sales tax exemption certificate is provided prior to material delivery • Fuel surcharges are subject to change Samples and specifications can be provided upon request • 25 ton freight minimum • Product is subject to availability Freight rates may increase or decrease depending on trucking availability Mr. Brad Schneider June 19, 2017 Specialties Company, LLC Page 2 By accepting this quote, you acknowledge (a) that you are solely responsible for the application and use of the product, (b) that such application and use of the product is based solely on your judgment and knowledge of the product, and (c) that no representations or warranties of any kind whatsoever have been made to you concerning the application and/or use of the product. Please let us know if additional information is required. We can be reached as follows: Office 606-564-5008 Office FAX 606-564-5012 Kevin Ireland- Mobile 812-304-0110 E-mail kevin.ireland@omnimaterialsinc.com Sincerely, v Kevin Ireland CC. April Fisher KWUth CUSTOMER (hereinafter called Buyer): Specialties Company LLC DESCRIPTION OF PROJECT: 136'h Street and Gray Road Carmel, Indiana LEHIGH CEMENT COMPANY (hereinafter called Seller) SPECIFIC WORK QUOTATION Date 07/07/2017 CEMENT TYPE: L ESTI'4IATED QUANTITY: 300 short tons which is 100% of Buyer's Portland Cement requirements for the above described project. We quote you for the specific project described above in carload lots, F.O.B. cars N/A , and/or in truckload lots, F.O.B. Logansport, In._ $112.00 the following prices. which are subject to and will be increased by the amount of any increase in freight charges and any applicable taxes on sales or contracts of sale. Effective (16/30/2017 Thru End of Scope Rail -In Bulk Truck -In Bulk Effective _ Thru Rail -In Bulk Effective Thru Truck -In BulkRail-In Bulk Truck -In Bulk Short Tons Delivered Freight FOB ($112.00) 5 N/A ner short ton S per short ton S N/A Ver short ton $ S112.00 per short ton $ per short ton S- Ver short ton TERMINATION DATE: Seller shall have no obligation to deliver any cement to Buyer hereunder after TOB COINIPLETION DELIVERY CONDITIONS: Buyer shall give Seller shipping instructions in writing a reasonable time before shipments are to be made. Seller shall not be required to ship on Sundays or Holidays, nor shall it be required to ship more than as needed tons in any 24 hour period between 12:00 a.m. on Monday and 11:54 p.m. on Friday of any week. Buyer shall be required to provide at the delivery or unloading point storage facilities capable of accommodating Buyer's maximum daily cement requirements. Cement may be a different source than Logansport, Indiana. PAYMENT TERMS: On ap�roved credit, a discount of 1.00 per short ton ($1.10 metric ton) of bulk cement will be allowed if all outstanding invoices are paid on or before the 10' of the month following the month of shipment. All invoices are due in full on the last day of the month following the month of shipment. Invoices not paid in accordance with these terms shall be subject to interest on the unpaid balance at the maximum rate allowed by law but not to exceed 1.5% per month. ADDITIONAL TERMS AND CONDITIONS: This quotation is subject to the additional terms and conditions on the reverse side hereof. ACCEPTANCE: This quotation is for your acceptance by executing and returning the Contract below to Lehigh Cement Company, 12800 N. Meridian, Suite 480, Indianapolis, IN 46214 prior to _ SIGNATURE: This quotation shall be legally binding upon Seller only if and when signed on behalf of Seller by its Sales Manager. Seller hereby agrees to sell to the Buyer and the Buyer hereby agrees to purchase from the Seller such quantities of 300 tons Portland cement as shall constitute, with respect to each such types) of cement, 100 % of Buyer's requirements for the project described in the Specific Work Quotation above, for the price and on the terms and conditions set forth in said Specific Work Quotation and on the additional terms and conditions on the reverse side hereof. If the percentage of Buyer's requirements set forth in this Contract differs from the percentage set forth in the Specific Work Quotation above, this Contract shall not be legally binding upon Seller unless and until signed below on behalf of Seller by its Sales Manager. This Contract contains the entire agreement between Seller and Buyer with respect to the subject matter hereof and supersedes and cancels any prior understandings and agreements between Seller and Buyer with respect thereto. This Contract is not assignable. Made and entered into this day of (BUYER'S NAME) LEHIGH CEMENT COMPANY By Sales Manager — Central Region SPECIALTIES Soil Stabilization - Concrete Breaking - Guardrail - Fencing Milling - Subsurface Video Inspection - Full Depth Reclamation Company ,VVAV.scec+aitiesco noar.�carn LLC 9350 East 30th Street Phone: (317) 594-0291 Indianapolis, IN 46229 Fax: (317) 594-0271 Specialties Company, LLC is an Equal Opportunity Employer 126th Street & Gray Road Roundabout, Hamilton County, IN & Quotation: 136th Street & Gray Road Roundabout, Hamilton County, IN To: Rieth-Riley Construction, attn: Lucas Date: June 26, 2017 Description Item QuantiSit Unit Price Total Project #16 -ENG -16 126th Street & Gra Road) Sub rade Treatment IB 14".5% Lime Kiln Dust 20 9,873. $5.60 $55,288.8(Addititonal Cost for Cement Treatment 0 tion: Sub rade Treatment IB (14", 4% Cement) 20a 9,873.0 51.38 $13.624.74 Quotation valid for 30 days Individual Items Prepared by:: Mobile Telephone Breaking/Stabilization/Video - Dave Gunn 317-753-4744 After Hours Contacts: Joe Hile: (317) 697-2774 joe-hile@specialtiescompany.com specialtiescompany.com Brad Schneider: (317) 502-6246 brad.schneider@specialtiescompay.com See attached sheet for notes pertinent to this proposal. If sheet is not attached, please contact Specialties. Total 1 $68,913.54 Reference Number: DG17056 City of Carmel Project 16 -ENG -54 136t" Street and Gray Road RAB CHANGE ORDER #7 Change Subgrade Treatment IB from Lime to Cement. Contract Price prior to this Change Order $3,328,122.96 Contract Price will be increased by this Change Order $6,810.;0 New Contract Price including this Change Order $3,334,933.26