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Home My WebLink AboutHunt Paving Company/ENG/CO2/4,541.38/OVER 20% of ORIGNAL CONTRACT/ Auman Neighborhood Improvements Rope. CITY OF CARMEL 241/ 6 •TO: The Hunt Paving Company, Inc. CONTRACT CHANGE ORDER NO.: #2 (FINA ) Post Office Box 42517 DATE: Octoberber 9, 2013 Indianapolis, IN 46242-0517 PROJECT NAME: Auman & Nappanee Neighborhood Improvements Phase 2 (09-06) CITY REQ. NO.: CITY PO NO.: 25820 CITY PO DATE: I. You are directed to make the following changes in this Contract: (Brief Description) ITEM AMOUNT • •. j+)OR (-) DAYS See Attached Sheets II. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a pad of this Change Order: R.F.P.: NA W.D.C. No.: NA Other: The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Chan•e Order $ 723;803.75 Contract Price will be increased ;;, ;,z by this Change Order $ 4,611.30 4,54 I •38 New Contract Price including this Change Order $ -7-267-8454+ 72 8. 345. ( 3 -964 Contract Time Prior to this Change Order NA Days NA Completion Date Net increased/decreased resulting from this Change Order NA Days Current Contract Time including this Change Order NA Days NA 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 Accepted: Department of Engineering 4L Flantlagm co ENGINEER CONTRACTO'Ri James Braina d, Mayor One Civic Square ,9460 S Avte., 'nog 2€xJ Address Address Mary Ann Meber Carmel IN, 46032 -f'fi cintyo/'i 5 NL121t( t� � m City/State/Zip City/State/Zip Lori Wat ern,iMember BYVar / kcein By ATTEST: pri n me) ! (pr' t nam (signature) (/ / (signature) cl�,ti Cr//� aoinj Phone: (317) 571-2441 Phone: 30 ':21-11 0313 1�/� ,Diana Cordray, Clerk-Treasurer r Date: October 9, 2013 Date: . / Date: /1 ,cm-/L.,/ Michael- McBrideR City Engineer Date: DG1 /8, 2013 CHANGE ORDER #2 (FINAL) AUMAN AND NEWARK NEIGHBORHOOD IMPROVEMENTS PHASE 2: NAPPANEE DRIVE SIDEWALK& DRAINAGE IMPROVEMENTS Item No. Item 4 B-Borrow for Structural Backfill overrun because sand used to backfill an existing sanitary sewer on Nappanee Drive would collapse into the new trench excavated for the storm sewer. This unforeseen condition increased the size the trench and caused more #8 stone to be used for backfill. Quantity adjustment - 86.17 Cyds. X $72.00 = $6,204.24 (Increase) 19 Flowable Fill (Class A Concrete for Patch) - underrun because areas that were to be patched with concrete were eliminated because they were backfilled with #8 stone. An existing sanitary sewer trench continued to collapse during the excavation for the storm sewer. The thickness of the patches on Range Line Road and Nappanee Drive were less than shown on the plans. More Flowable Backfill (Item #10) was used in its place. Quantity adjustment - 2.0 Tons X $100.00 = $200.00 (Increase) 29 Compacted Aggregate, 53, Base - overrun. Final quantity was substantially as planned. Quantity adjustment— 5.05 Tons X $37.00 = $186.85 (Increase) 44 QC Testing/Videotaping - underrun because#8 stone was used instead of B-borrow to backfill over the pipes. #8 stone is open graded material and cannot be tested for density. No QC Testing was done by the contractor. Quantity adjustment— Percentage of work not required because of change in material used - 70% 0.70 X $7,400.00 = $5,169.20 (Decrease) EWA 6 Castings R4882-A, Installed - overrun because drainage structures were modified to allow for flat castings along the edge of the roadway on Nappanee Drive. This was done so that snowplows would not hit the castings. 3 Each X $1039.83 = $3,119.49 (Increase) CHANGE ORDER #2 (FINAL) AUMAN AND NEWARK NEIGHBORHOOD IMPROVEMENTS PHASE 2: NAPPANEE DRIVE SIDEWALK & DRAINAGE IMPROVEMENTS 4 B-Borrow for Structural Backfill - Quantity Increase - $ 6,204.24 19 Flowable Fill (Class A Conc. for Patch) - Quantity Increase - $ 200.00 29 Compacted Aggregate, 53, Base - Quantity Increase— $ 186.85 44 QC Testing/Videotaping - Quantity Decrease— 5 5,169.20 EWA6 Castings R4882-A, Installed - Quantity Increase— $ 3,119.49 TOTAL INCREASE $ 4,541.38 -as4 Post Office Box 42517 The Hunt Paving Company, Inc. Indianapolis, IN 46242-0517 317/241-8313 Fax 317/487-5779 10/10/13 Dan Greskamp City of Carmel Department of Engineering One Civic Square Carmel, IN 46032 RE: Auman & Newark Neighborhood Improvements Phase 2: Nappanee Drive, Sidewalk and Drainage Improvements Dan: Please find below the pricing for Specialties Company to video inspect the pipe. approx. item description quantity unit unit price total price NEW Video Inspection 1,352.00 LF $ 1.65 $ 2,230.80 If you should have any questions or require any additional information please give me a call. Thank you, THE HUNT PAVING COMPANY, INC. -11 46TO Emily Lucas cc: Job File 2013 COMPANY NAME DATE: 10/10/2013 PAGE: 1 THE HUNT PAVING COMPANY DAY: OF: 1 PURCHASE ORDER NO. RELEASE NO. JOB NO. 667 NA NA JOB DESCRIPTION Below is a breakdown for the work requested. LABOR EMPLOYEE NAME EMPLOYE CRAFT REG HRS OT HRS DT HRS RATE RATE RATE DT HRS TOTAL REG HRS OT HRS TOTAL LABOR Additional Work (Specialties Company) ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL Video Inspection LF 1,352.00 $ 1.50 $ 2,028.00 _ TOTAL $ 2,028.00 EQUIPMENT and small tools EQUIP TYPE HRS EQUIPMENT# RATE TOTAL INDOT markups: TOTALS TOTAL LABOR +10% 0.00 TOTAL MATERIAL +10% • TOTAL EQUIP +10% 0.00 TOTAL SUBS +10% 2230.80 TOTAL INSUR/BOND/LIABILITY EQUIPMENT TOTAL 0.00 PAGE TOTAL total 2230.80 INSPECTOR APPROVAL signature date REMIT TO: INVOICE Invoice 13913 Pape No. -- SPECIALTIES COMPANY, LLC Pa., S•ECIALTI. 9350 East 30th Street Application Date Terms Contract 'man Indianapolis, IN 46229 I , (317) 594-0291 • Fax (317) 594-0271 N_ ) ) 31 xae 2013 I 30 DAYS 1 0667 1 V Specialized for Construction V Contract Location 1 1 Customer 1020 1 Job Cost Project 4 61305: I l HUNT PAVING CO INC 1 ADMAN 6 NEWARK- HUNT FO BOX 42517 1 INDIANAPOLIS, IH 46242 I IN Estimated Previous Current To Dace Unit Current To Date Bid Item Description UOM Quantity Quantity Quantity Quantity Price Amount Amount 001 PIPE VIDEO INSPECTIO LET 1300.0000 0.0000 1352.0000 1352.0000 1.5000 2,028.00 2,028.00 ..Total Base Contract.. 2,028.00 2,028.00 Total Contract And Change Orders 2,028.00 2,028.00 Billing Summary For Contract 613058 Current To Date Complete To Date 2,028.00 2,022.00 Materials On Hand 0.00 0.00 Sales Tax 0.00 0.00 Less Retainage Per Item 0.00 0.00 Balance 2,028.00 2,028.00 Less Previous Payments 0.00 Total Amount Due 2,028.00 2,022.00 Soil Stabilization V Concrete Breaking V Guardrail V Fencing V Milling V Video Inspection Finance chard=_of 1V20,,,,per month(18%annual)will be applied to all past due balances.Reasonable Attorney's lees and court costs will be added. Post Office Box 42517 The Hunt Paving Company, Inc. Indianapolis, IN 46242-0517 317/241-8313 Fax 317/487-5779 10/10/12 Dan Greskamp City of Carmel Department of Engineering One Civic Square Carmel, IN 46032 RE: Auman & Newark Neighborhood Improvements Phase 2: Nappanee Drive, Sidewalk and Drainage Improvements Dan: Please find below the pricing for replacing three castings. approx. item description quantity unit unit price total price NEW Castings R4882-A, Installed 3.00 EA S 1,039.83 $ 3,119.50 If you should have any questions or require any additional information please give me a call. Thank you, THE HUNT PAVING COMPANY, INC. 6i,), Emily Lucas cc: Job File 2012 COMPANY NAME DATE: 10;1012012 PAGE: 1 THE HUNT PAVING COMPANY DAY: , OF: 1 PURCHASE ORDER NO. RELEASE NO. JOB NO. 667 NA NA JOE DESCRIPTION Below is a breakdown for the work requested. LABOR EMPLOYE RATE RATE EMPLOYEE NAME CRAFT REG HRS OT HRS DT HRS REG HRS I OT HRS (RASE DT HRS TOTAL I I I I I Foreman 6 ( 39.93 I 319.44 Laborer 8 37.65 I 301.20 I_ I I f I I I I I TOTAL LABOR I I I 1 1491.10 Additional Work (Roudebush Grading) • ITEM DESCRIPTION I UNIT I QUAN T ITYI UNIT PRICE I TOTAL I Castings EA 3.00 $ 330.00 5 1,140.00 Misc Materials _ EA 3.00 + 50.00 S 150.00 I l I . I I TOTAL I $ 1,290.00 EQUIPMENT and small tools EQUIP TYPE HRS I EQUIPMENT" RATE TOTAL PM 8 1528 5 21.51 172.08 3/r. 4 T 28 C!r. tr82 sfr. x.33 I I i 1 I I _ I INDOT markups: TOTALS TOTAL LABOR +10% I 1640.21 TOTAL MATERIAL +10% i I TOTAL EQUIP +10% 189.29 I (TOTAL SUBS +10% I (TOTAL INSURIEONDILIABILITY I EQUIPMENT TOTAL I 172.08 (PAGE TOTAL total 3119,50 INSPECTOR APPROVAL signature date