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HomeMy WebLinkAboutQuote Opening - Row at Ward - Excavation,Foundations,Footings Proj No 126-051 - Richard Custom ConcreteRICHARD CUSTOM CONCRETE ESTIMATE Tony Richard 410 N. Baltimore St. Bremen, IN. 46506 1-574-209-1819 tony.richard18@gmail.com Thank you for your business. It’s a pleasure to work with you on your project. Sincerely yours, Tony Richard Attention Title Row at Ward Date: Project Title: Project Description: P.O. Number: Description Quantity Unit Price Cost Excavation 1 $8375.00 $8,375.00 Footing 554 $20.00 $11,080.00 Walls 418 $40.00 $16,720.00 Interior flatwork 3462 $6.25 $21,637.50 Curb 80 $42.00 $3,360.00 Porches 1344 $6.75 $9,072.00 Remove and replace sidewalks 1678 $6.00 $10,068.00 Foam 65 $60.00 $3,900.00 Rebar 2675 $1.25 $3,343.75 Stone 150 $22.75 $3,412.50 $90,968.75 Total The definition of an estimate: an approximate calculation or judgement of the value, number, quantity, or extent of something. An estimate is a non-legally binding document. It is an approximate of cost for a project, drawn up by a 1 An estimate is a non-legally binding document. It is an approximate of cost for a project, drawn up by a business to send to a client. It is not a promise. The small business providing the estimate can withdraw their offer or the client can reject it. Estimate good for 30 days 2 The definition of an estimate: an approximate calculation or judgement of the value, number, quantity, or extent of something. An estimate is a non-legally binding document. It is an approximate of cost for a project, drawn up by a 3 An estimate is a non-legally binding document. It is an approximate of cost for a project, drawn up by a business to send to a client. It is not a promise. The small business providing the estimate can withdraw their offer or the client can reject it. 4 Date: 09/21/2026 To: All Planholders From Hillary Horvath, Clerk, Board of Public Works Subject Addendum Number: 01 Project Name: Row at Ward – Phase 1.1 – Main Homes 1-6 Excavation, Foundations & Sidewalks – NO ADU Project No.: 126-051 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDUM Date Received: This addendum is being forwarded to you for the above referenced project. Please sign below and acknowledge receipt of this Addendum by faxing this sheet to the Board of Public Works at (574) 235-9171 within 48 hours of receipt. A copy MUST also be included with your quote package upon submittal. THIS ADDENDUM MAY AFFECT YOUR QUOTE. Notes: The attached documents are hereby added to the Specifications and Contract Documents and become a part of herein. Company: Authorized Signature: Date: CITY OF SOUTH BEND JAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS 215 S DR. MARTIN LUTHER KING JR. BLVD SUITE 400 SOUTH BEND, INDIANA 46601-1830 PHONE 574/ 235-9251 FAX 574/ 235-9171 TDD 574/ 235-5567 Addendum 01 To the Contract Documents and Project Specifications for the Row at Ward – Phase 1.1 – Main Homes 1-6 Excavation, Foundations & Sidewalks – NO ADU South Bend, IN September 21, 2026 To: All holders of the contract documents for the above project. The items in this Addendum are to become a part of the original documents as if included therein. The remainder of the original contract document is to remain in its entirety. This Addendum modifies the Contract Documents and Specifications as follows: Part 1 – General Clarifications Part 2 – Specifications Part 3 – Construction Drawings/Details PART 1 – GENERAL CLARIFICATIONS 1. Revisions to the plan set based on contractor questions / feedback. PART 2 – SPECIFICATIONS 1. Project Specifications, clarification A. Section VII. B. 2. Contractor shall include Construction Engineering in base quote. PART 3 – CONSTRUCTION DRAWINGS/DETAILS 1. Plan Sheet C1.0: A. Revised legend Note 1 to DO NOT DISTURB TREE to match Demolition Notes – General Requirements 5. >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>F P P F P P F M O N FIPFIPFIPFIP FCIFIP FI P FP P FP P FI P FIPFIP FI R SCI S C I S C I PP/LFLCBMHMHWCBWCBSMAGFLHHTMH M H C B W M H P P / L P P 706.9 705.6 705.6 705.7 706.0 705.9 706.1705.9 705.9 705.7705.5705.4705.2 705.5 705.4 705.7 705.4 705.8 705.8 705.7 705.6 705.6705.6 705.5 705.5 705.6 705.6 705.9 705.9705.4 705.5 705.5705.4 705.5 705.3 705.3 705.5 705.9 705.7705.5705.3705.2705.3705.4 705.0 705.3 705.4 705.6705.7705.4705.3705.4705.5706.0 706.1 706.0 706.1 706.3706.1706.0706.0705.9706.1706.1 706.0706.1 706.1 706.2 STM. STR.RIM 705.488" VERTICAL PVC IE AT ELBOW (NE) 698.93 STM. STR.RIM 705.508" VERTICAL VCP IE AT ELBOW (NE) 704.40(CLOGGED)COMB I N E D S A N . S T R . RI M 7 0 5 . 8 3 15 C O N C I E ( N W ) 6 9 1 . 1 5 18" C O N C I E ( S E ) 6 9 1 . 3 2 8" V C P I E ( N E ) 6 9 9 . 8 5 (FL O W S S O U T H E A S T P E R C I T Y AS B U I L T S ) STM. S T R . RIM 7 0 5 . 2 6 8" VERTICAL VCP IE A T E L B O W ( N E ) 6 9 9 . 4 1 8 VCP IE (NW) 697.9036" CONC IE (W) 686.2836" CONC IE (E) 686.438" VCP (SW) 700.87>>>>>>>>>>>>>>>>>>>>>>>>>>> STM. STR.RIM 705.42NO PIPESBOTTOM OF STRUCTURE 698.45 STM. STR.RIM 705.198" PVC IE (SW) 702.84WWWWWWWWW WWWWWWWW W W W WWWWWWWWW WW FI P SCI S C I S C I S C IGASGASGASGASGASGASUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUT GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASTBM ABENCHTIE SET INSOUTHWEST FACE OFPOWER POLE J234-1676ELEV.=707.37 TB M B BE N C H T I E S E T I N N O R T H F A C E OF P O W E R P O L E J 2 3 4 - 1 5 4 3 EL E V . = 7 0 7 . 6 4 TB M C BE N C H T I E S E T I N N O R T H W E S T F A C E O F PO W E R P O L E J 2 3 4 - 1 5 2 5 EL E V . = 7 0 6 . 4 7 TBM DMAG NAIL SET IN CENTEROF SIDEWALK JOINTELEV.=706.01 CP 1 0 1 SE T C A P P E D I R O N R O D "A B O N M A R C H E C O N T R O L P O I N T " N. = 2 3 4 5 6 8 4 . 2 1 1 0 E. = 1 6 5 8 9 5 . 0 2 0 0 EL E V . = 7 0 5 . 3 0 CP 102SET CAPPED IRON ROD"ABONMARCHE CONTROL POINT"N.=2345927.0890E.=165690.6760ELEV.=705.74 CP 1 0 0 SE T C A P P E D I R O N R O D "A B O N M A R C H E C O N T R O L P O I N T " N. = 2 3 4 5 7 7 9 . 4 7 9 0 E. = 1 6 5 9 8 4 . 7 5 4 0 EL E V . = 7 0 5 . 9 5FOCFOCFOCFOCFOCFOCFOCFOC706706706706706706706706706706706706706706706 706 706706706707706707705705706706706706706grassconcretebrickgrass gra s sgrassconcreteasphalt gra s s 14" TREE13" TREECB13" TREE12" TREE 12" T R E E 11" T R E E 11" T R E E 9" T R E E W W STM. STR.RIM 704.888" VERTICAL VCP (NO INVERT OBTAINED)Rex Street (60' R/W)Portage Avenue (60' R/W)///////////////////////////////////////////////////////////////////////////////////////////////////////////////DEMOLITION LEGENDRemove and Replace Tree in KindRemove SignSawcut and Remove ConcreteSawcut Existing Pavement to Create a Clean Butt Joint1234CALL 811 OR (800) 382-554424 HOURS A DAY, SEVEN DAYS A WEEKKnow what's below.Call before you dig.RRemove Concrete Sidewalkfor Utility and HomeConstructionPavement Patching for UtilityConstruction, Replace In KindRemove Concrete ApproachRemove CurbConstruction Limits///////////EXISTING LEGENDEXISTING GROUND CONTOURSEXISTING DITCHSTORM SEWERSANITARY SEWER LINEWATER MAINOVERHEAD UTILITY LINEOVERHEAD ELECTRICBURIED ELECTRICGAS LINEBURIED CABLE TVFIBER OPTICBURIED TELEPHONE LINE785>>>>WOHUOHEOHEELELGASGASCATVFOCUTUTEXISTING CONDITIONS AND REMOVALS PLANC1.0FORPRICINGONLY FOR REVIEWO:\PROJECTS\2026\26-0482 REX STREET & PORTAGE AVENUE SUBDIVISION\20 CIVIL\24 CAD\PLANS\26-0482 DEMO.DWG DP-01 RICHARD DAVILA 8.17.2026 10:27 AM ORIGINAL SHEET IS 24"x36". USE DIMENSIONSSHOWN, DO NOT SCALE DRAWINGS.PROJECT NO:#ISSUANCE / REVISIONDATEQA / QC:ISSUE DATE:PM:QA / QC:ABONMARCH ABONMARCHE CONSULTANTS, INC. Surveying Engineering Architecture © 2026 315 W. Jefferson Blvd. South Bend, IN 46601 T 574.232.8700 abonmarche.com NOT FOR CONSTRUCTIONSCHEMATIC DESIGNFOR CONSTRUCTION DESIGN DEVELOPMENTFOR PERMITTING ONLYFORINFORMATIONALUSE ONLY PRELIMINARY ID2 LLC ROW AT WARD REX STREET AT PORTAGE AVENUE, SOUTH BEND, INDIANA 06/10/2026MJRJWL 26-0482 30%PRELIMINARYSET1 Per City Engineering Review 07.24.2026  TORWANER T.GO R 2 Per City Engineering Review 08.10.20263 Per City Review 08.17.202602040SCALE IN FEET20101" = 20'DEMOLITION NOTESGeneral Requirements1.Contractor shall comply with all applicable Occupational Safety and Health Administration (OSHA)standards for construction.2.Contractor shall follow the Construction Stormwater General Permit (CSGP) regulations and theStormwater Pollution Prevention Plan (SWPPP) prepared for this project. IN3.No street closures are permitted without prior approval from the City of South Bend. Contractor shallprovide maintenance of traffic measures, necessary for construction, per local standards andrequirements.4.Construction material, debris, and vehicle/equipment parking areas shall not interfere with Owneraccess or activities. Contractor shall coordinate staging areas with Owner approval.5.Contractor shall notify the jurisdictional City of South Bend ROW Permits Office prior to work in theRight-of-Way. Contractor shall coordinate with the City of South Bend for all work in the Right-of-Wayby submitting all relevant permits via. online forms on the City of South Bend Engineering website.(https://southbendin.gov/department/public-works/engineering/)6.Contractor shall try to preserve existing trees along Portage Avenue. Contractor shall be responsiblefor replacement of existing trees, in kind, if existing trees do not survive construction. Proposed trees,shall be reviewed by the City of South Bend Forester, if needed, prior to installation.6.1.Contractor shall coordinate with the City of South Bend Forestry Division for tree permits prior toany tree removals.Site Preservation and Restoration1.Maintain positive drainage during and after construction without impacting adjacent properties.2.Contractor shall review construction and removal limits with Owner. Determine if temporary chain-linkfencing is required around staging and work areas; install prior to construction.3.Contractor is responsible for damage to any infrastructure designated to remain, including but notlimited to: utilities, buildings, paving, irrigation, lighting, and other improvements designated toremain.4.Restore all disturbed areas to original or better condition. Scarify compacted ground to a minimumdepth of 6 inches prior to restoration.5.Any disturbed lawn areas located within project limits shall be maintained by the Contractor.6.Tree protection measures shall include, but are not limited to: using driving mats near trees andpreventing tall vehicles from damaging branches. All tree protection measures shall be reviewed andapproved by the Owner.Utility Coordination1.Utility locations shown are based on visible above-ground evidence and available record drawings(including manholes, hydrants, valves, pedestals, boxes, and surface markings by others). Pipeinverts were measured to the greatest accuracy possible without confined space entry.2.Use Caution: Additional underground utilities may exist that were not marked or visible.3.Contractor shall field verify the location and depth of all utilities prior to any construction activity.Report discrepancies to the Engineer and await instructions before proceeding.4.Contractor must notify Indiana 811 at least 48 hours prior to any excavation.5.Contractor shall inquire all utility companies prior to construction to confirm underground utilitylocations. Contractor shall coordinate with Owner regarding utilities to remain or be removed duringconstruction. Contractor shall not interrupt utility services to existing buildings without Owner and/orutility company approval.6.Existing underground utilities to be removed within the project site shall be properly disconnected bythe utility company, if required, and removed. Utilities outside the building footprint may beabandoned in place by filling with flowable fill and capping, provided they do not conflict withproposed construction.7.Contractor shall coordinate with the City of South Bend Waterworks to schedule and coordinatecompletion of water taps.Site Investigation1.Contractor shall field verify for any wells. Any discovered well(s) must be properly capped andabandoned by a licensed well driller.2.If contaminated soils are encountered, stop work immediately and immediately notify the Engineer.Contaminated soils must be removed and disposed of off-site per local, state, and federal regulations.3.Contractor shall investigate the site and contact the County Health Department regarding any possibleactive or abandoned septic systems. If discovered, coordinate proper removal with the local healthdepartment.Demolition Scope1.Remove storm/sanitary structures and surface materials as indicated on the drawings to their fulldepth unless noted otherwise. Where pavement is removed, all aggregate and debris-filled soil shallalso be removed.2.Contractor shall remove all vegetation required for construction. See Site Plans for constructionarea(s).3.Contractor shall strip and stockpile topsoil material at a location approved by Owner.4.Removed items shall be dispose of off-site in accordance with all applicable local, state, and federalcodes and laws.5.Contractor shall coordinate returning any salvaged items (fencing, posts, signage, etc.) to Ownerupon request.6.Contractor shall plan and determine required clearing for construction. Any removed items such as,but not limited to: structures, trees, shrubs, stumps, vegetation, shalle be submitted to Owner forreview and approval. Protect existing plant material and improvements designated to remain.7.All pavement, curb, and sidewalks designated for removal shall be saw-cut prior to removal to createclean vertical joints.8.Remove demolition debris daily to an approved off-site location. No debris shall be buried or disposedof on the property.9.Pavement areas for removal include, but not limited to: asphalt, concrete pavement, pads, curbs,retaining walls, stairs, railings, pavers, and other hardscape items.10.Existing buildings and foundations designated for removal shall be completely demolished andremoved. Disconnect all utilities prior to demolition. Remove and dispose of all accumulated debriswithin buildings.11.Existing Building and foundations designated for removal shall include removal of structure 5 feetbelow existing grade and cracking the concrete basement floor. Fill basement void with clean granularfill.1111112443311111 BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date: 09/14/2026 Name: Jenny Guard Department of Public Works – Engineering Division BPW Date: 09/22/2026 Phone Extension: 9805 Required Prior to Submittal to Board BPW Attorney Attorney Name Dept. Attorney Attorney Name Purchasing Check the Appropriate Item Type – Required for All Submissions Professional Services Agreement Contract Proposal Open Market Contract Amendment/Addendum Special Purchase, QPA Bid Opening Bid Award Req. to Advertise Title Sheet Quote Opening Quote Award Reject Bids/Quotes Proposal Opening C/O & PCA No. PCA Chg. Order, No. Traffic Control Resolution Other: Ease./Encroach Required Information Company or Vendor Name New Vendor Yes If Yes, Approved by Purchasing No MBE/WBE Contractor MBE WBE Completed E-Verify Form Attached Yes No Project Name Row at Ward Project Number 126-051 Funding Source TIF – River West Account No. PR/ PO # Amount $ Terms of Contract Special Contract Provisions Purpose/Description Quote opening for excavation, foundations, footings, and sidewalks for the Row at Ward development. Once a contractor has been selected a contract will be drafted and approved by the BPW at a later date. For Change Orders Only Amount of Increase Decrease $ ($ ) Previous Amount $ Current Percent of Change: Increase Decrease % ( %) New Amount $ Total Percent of Change: Increase Decrease % ( %) Time Extension Amount: New Completion Date: