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Home My WebLink AboutEagle Valley/2/Chesterton Drainage/+$43,230.18TO: Lisa Scott Engineering Admininstration City of Carmel Indiana One Civic Square Carmel, IN 46032 I. You are directed to make the following changes in this Contract: a. Add new pay items to the contract for additional work as follows: Remove and restore concrete end sections, common excavation, RCP fabricated tee manhole, RCP fabricated bend, milling asphalt pavement, lowering of water mains for Carmel Water Company and manhole structure change. ITEM 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 Contract Price will be increased /decreased by this Change Order New Contract Price including this Change Order Contract Time prior to this Change Order Days Net increased /decreased resulting from this Change Order Current Contract Time including this Change Order 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 Recommended American Structurepoint, Inc. ENGINEER 7260 Shadeland Station Address Indianapolis, IN 46256 City State /Zip By: By: DAVID ACL{Rt.A Phone: 3r1— 211 -1 S63 Phone: 3f Date: 7 1 It CITY OF CARMEL CONTRACT CHANGE ORDER NO.: 2 DATE: July 20, 2011 PROJECT NAME: Chesterton Subdivision Drainage Improvements CITY REQ. NO.: CITY PO NO.: 10 -12 CITY PO DATE: SCHEDULED ADJUSTMENT AMOUNT OR DAYS The Above Changes Are Accepted Eagle Valley, Inc. CONTRACTOR 3401 North Racewa Road Address Indianapolis _N 462 City /State /Zip Date: 2//11/1 1,223,589.25 43,230.18 1,266,819.43 5/1/2011 Completion Date 0 Days 5/1/2011 Completion Date Approved James Brainard, Mayor Lori Watso A ,ST: Diana Cordray, Cfr Treasurer Date: i /f ael McB tile, City gineer Mary A- n Burke, Member Member S- City of Carmel Contract Modification Contract: _Carmel 10 -12, Chesterton Subdivision Drainage Improvements 7/18/2011 7:47 PM FieldManager 4.5a Cont. Mod. Number 2 Revision Number 2 Cont. Mod. Date 7/18/2011 Net Change $43,230.18 Awarded Contract Amount $860,590.75 Route Contract Location Chesterton Subdivision Short Description Change Order 2 Description of Changes Add new pay items to the contract for additional work as follows: Remove and restore concrete end sections, commor excavation, RCP fabricated tee manhole, RCP fabricated bend, milling asphalt pavement, lowering of water mains for Carmel Water Company and manhole structure change. New Items Project: Carmel #10 -12, Chesterton Subdivision Drainage Improvements Category: 1, Chesterton Subdivision Drainage Improvements Item Description Item Code Prop.Ln. ItemType Unit Proposed Qty. Unit Price Dollar Value End Section, Remove and Restore 0541 0129 CHANGE EACH 2.000 250.00000 $500.00 Reason: Pay item #0129 is being added to the contract for resetting concrete end sections due to changes in the field as directed by the City of Carmel Engineering Department. The end sections had already been installed and changes were made to location and elevation of end sections to avoid steep ditches being created adjacent roads. Common Excavation _0542 0130 CHANGE CYD 10.000 18.00000 $180.00 Reason: Pay item #0130 is being added to the contract for excavation necessary onsite to make changes to drainage system as directed by the City of Carmel Engineering Department. Manhole, 48 IN. Fabricated Tee #21B, 0543 0131 CHANGE EACH 2.000 3,982.00000 $7,964.00 #19B) Reason: Pay item #0131 is being added to the contract for reinforced concrete pipe fabricated tees that were used in the changes made to the alignment to the Alternate #1 storm pipe layout due to an AT &T utility conflict. The City of Carmel Engineering Department required an access point at the "blind" bends in the storm pipe alignment so the contractor was directed to install these tees. Fitting, 48 IN. RCP Fabricated Bend _0544 0132 CHANGE EACH 2.000 3,626.00000 $7,252.00 (#22B, #20B) Reason: Pay item #0132 is being added to the contract for reinforced concrete pipe bends that were used in the changes made to the alignment to the Alternate #1 storm pipe layout due to an AT &T utility conflict. The contractor used the fabricated bends in lieu of the concrete manholes as shown on the Alternate #1 Plan to allow the storm pipe to be installed between an AT &T utility and existing utility poles; this was acceptable to the City of Carmel Engineering Department. Contract: _Carmel 10 -12 Cont. Mod.: 2, Rev. 2 Page 1 of 2 City of Carmel Item Description Milling Asphalt Pavement Manhole, with Casting #18B) Contract Modification New Items Project: Carmel #10 -12, Chesterton Subdivision Drainage Improvements Category: 1, Chesterton Subdivision Drainage Improvements Item Code Prop.Ln. ItemType Unit Proposed Qty. Unit Price Dollar Value 0545 0133 CHANGE SYD 3,658.000 3.71000 $13,571.18 Reason: Pay item #0133 is being added to the contract for changes in the pavement removal operation. The existing pavement thickness on Lincoln Boulevard was acceptable to the City of Carmel Engineering Department so the road was only removed over the storm pipe alignment instead of the entire road as shown in the original bid documents. The City of Carmel will allow a bid item adjustment due to change of scope on the project. Lowered Water Mains for Carmel Water _0546 0134 CHANGE EACH 2.000 4,287.00000 $8,574.00 Company Reason: Pay item #0134 is being added to the contract for work performed to lower a water main for the Carmel Water Company. The water main lowering was necessary for the installation of the new storm pipe system per the original bid documents. There were two locations on the contract to lower the water main and the City of Carmel Engineering Department authorized this work to be added to this contract. 0549 0135 CHANGE EACH 1.000 5,189.00000 $5,189.00 Reason: Pay item #0135 is being added to the contract for the revised concrete manhole that is necessary to change storm pipe alignment to head west instead of south for the accepted alternate storm pipe plan. Subtotal for Project Carmel #10 -12: $43,230.18 FEDERAL PARTICIPATION ACTION BY F.H.W.A. Approved Not Eligible See Letter Dated (Signature) (Date) Contract: _Carmel 10 -12 Cont. Mod.: 2, Rev. 2 7/18/2011 7:47 PM FieldManager 4.5a Subtotal for Category 1: $43,230.18 Page 2 of 2 Item No. Description Quantity Unit Unit Price Total 10 ASPHALT PAVEMENT, REMOVE 0.00 SYS $3.50 $0.00 32 INLET, TYPE E WITH CASTING 20 EA $1,722.00 $34,440.00 37 HMA INTERMEDIATE, TYPE A, 19.0 MM 0.00 TON $55.00 $0.00 38 HMA BASE, TYPE B 0.00 TON $53.00 $0.00 40 COMPACTED AGREGGATE, NO. 53 BASE 2,513.10 TON $13.00 $32,670.30 10A ASPHALT PAVEMENT, REMOVE 2,567.00 SYS $6.29 $16,146.43 36A HMA SURFACE, TYPE A, 9.5 MM (1 -1/2 0.00 TON $69.16 $0.00 37A HMA INTERMEDIATE, TYPE A, 19.0 MM (2 419.10 TON $64.84 $27,173.40 38A HMA BASE, TYPE B (3 457.27 TON $60.59 $27,703.70 60A MILLING 3,658.00 SYS $3.71 $13,571.18 61 CONCRETE END SECTION, 12 IN (REMOVE/RESET) 2 EA $250.00 $500.00 62 COMMON EXCAVATION, 10 p CYDS $18.00 $180.00 City of Carmel Chesterton Subdivision Drainage Improvements November 4, 2010 Denotes Base Bid Line Item with Different Quantity from Field Manager Report Denotes New Base Bid Line Item (for Street Restoration Altemate) Denotes New Base Bid Line Item TOTAL AMOUNT: $302,085.00 CONTRACT ITEMS AND UNIT PRICES 2010 City of Carmel Project No. 10-12 Alternate #1 Revised Bid November 9, Chesterton Subdivision Drainage Improvements Item No. Description Estimated Quantity Unit Unit Price Total Price for Item ALTERNATE #1 (REVISED BID) 2 RIP RAP, REMOVE AND RESTORE 296 SYS $17.00 55,032.00 3 CURB AND GUTTER, CONCRETE, REMOVE 25 LFT $10.00 $250.00 4 ROAD SIGN, REMOVE AND RESTORE 1 EA $300.00 $300.00 5 ASPHALT, REMOVE 40 SYS $5.00 $200.00 8 END SECTION, 18 IN., REMOVE 1 EA $305.00 $305.00 9 TREE 5 EA $825.00 54,125.00 10 CURB AND GUTTER, CONCRETE 25 LFT $30.00 $750.00 11 PORTLAND CEMENT CONCRETE PAVEMENT, 12 IN. 40 SYS $65.00 $2,600.00 12 HMA SURFACE, TYPE B, 9.5 MM 3 TON $150.00 5450.00 17 COMPACTED AGREGGATE, NO. 53 BASE 7 TON $13.00 $91.00 20 FLOWABLE BACKFILL 90 CYS $55.00 $4,950.00 21 PIPE, CIRCULAR, RCP, 18 IN. 8 LFT 565.00 $520.00 22 PIPE, CIRCULAR, RCP, 48 IN 1,450 LFT $132.00 $191,400.00 24 CONCRETE ANCHOR, 481N. 1 EA $1,225.00 $1,225.00 25 MANHOLE, WITH CASTING #17, #24B, #23B) 3 EA 54,237.00 $12,711.00 26 STRUCTURAL BACKFILL 1,847 CYS $18.75 $34,631.25 28 EROSION CONTROL BLANKET 4,764 SYS $2.50 $11,910.00 29 SEED MIXTURE, R 250 LBS 58.00 52,000.00 30 MULCHING MATERIAL 0.5 TON $350.00 $175.00 31 FERTILIZER 0.8 TON 5975.00 $731.25 32 GEOTEXTILE 13.0 SYS $5.00 565.00 33 RIP RAP REVETMENT 105.0 TON $46.00 $4,830.00 34 PIPE, 18 IN., REMOVE 8 LFT $17.00 $136.00 35 CUT AND RECAP SANITARY LATERAL 1 EA $215.00 $215.00 36 SILT FENCE 1,385 LFT 51.50 $2,077.50 37" MANHOLE, WITH CASTING #18B) 1 EA $5,189.00 55,189.00 38' MANHOLE, 48" DIA. FABRICATED TEE (#21B, #19B) 2 EA $3,982.00 $7,964.00 39" FITTING, 48" DIA. FABRICATED BEND (#22B, #20B) 2 EA $3,626.00 $7,252.00 TOTAL AMOUNT: $302,085.00 To: City of Carmel Utilities 3450 W. 131 Street Westfield, Indiana 46074 Attn: Mr. John Duffy Re: Water Main Lowerings 1. Lowered Water Mains for Chesterton Drainage Project ICE Item No. Description I Quantity 1 Unit I Unit Price 1 Total Price 1 i Balance Due This Invoice $8,574.00 Please make all Checks payable to: Eagle Valley Inc. 3401 North Raceway Road Indianapolis, Indiana 46234 Thank -you for the business!!!! 2.00 each $4,287.00 $8,574.00 3401 North Raceway Road o Indianapolis, Indiana 46234 Phone: (317) 291 -8104 o Fax: (317) 291 -8786 Date: Oct -18 -2010 No: 0908 -10998