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Home My WebLink AboutMAC Construction Change Order #2 City of Jeffersonville Government Contract Coversheet Please note: All information MUST be completely filled out and submitted to Clerk's Office within 48 hrs of execution. Date Submitted to Clerk: I 0z c Department: - c xie ipi vn.- Vendor Name: /\jU/ L (41Ylflt1i ! OL Sign Date: ( 7—/ I 1 1 Ending Date: Amount of Original Contract: 4 I , �0 O I hO-0 Is this an amendment or change order to original contract? ,Ye or No Amended Contract Amount: 1 1 (,Q! l—t-'V 1 1151 1 Purpose: VitAAINit( oAte/vaexg, a t 6111 7-A-p161' For Clerk's Office to fill out Date uploaded to Gateway: City of Jeffersonville Redevelopment Commission Utica-Sellersburg Road& Charlestown-Jeffersonville Pike Reconstructions CHANGE ORDER NO.: #002 Owner: City Of Jeffersonville Owner's Project No.: 20157 and 20158 Engineer: HWc Engineering Engineer's Project No.: 2024-060-S Contractor:Mac Construction Contractor's Project No.: 124048 Project: Phase 1 Contract Name:Utica-Sellersburg Road and Charlestown Pike Reconstructions Date Issued: August 22,2024 Effective Date of Change Order: The Contract is modified as follows upon execution of this Change Order: Description: This change order was generated as a result of water line changes that were required to install the newly proposed watermain along Charlestown Pike,South of Utica-Sellersburg Road. Included in this change in provisions to install pipe casing under the proposed box culverts,line stops and tapping sleeves to perform work at 1-265,and the reduction of water main from 12"to 8",approved by Ken Alexander(Watson Water). Attachments: 1 Pay Item Changes and Cost Breakdown 2.Change Order Explanation 3.Supporting Documentation Change in Contract Price Change in Contract Times Original Contract Price: Original Contract Times: Substantial Completion: June 19,2026 $ 16,280,000.00 Ready for final payment: June 19,2026 [Increase][Decrease]from previously approved Change [Increase] [Decrease]from previously approved Orders No. 1 to No. Change Orders No.1 to No. $ Substantial Completion; -19,726.79 June 19,2026 Ready for final payment: June 19,2026 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: June 19,2026 $ 16,260,273.21 Ready for final payment: June 19.2026 [increase][Decrease]this Change Order: [Increase] [Decrease]this Change Order: Substantial Completion: June 19.2026 $ 0.00 Ready for final payment: June 19.2026 Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial Completion: June 19.2026 $ 16,260,273.21 Ready for final payment: June 19,2026 Recommended by Engineer(if required) — Accepted by Contractor By: ie/vz v 9ae e- 4.1 I Title: Resident Project Representative ('/�,� ra c1[G/r Date: 12/06/2024 12:23:58 PM /Z/9/z4 ova Authorized by Owner Approved by Funding Agency(if applicable) By: Title: Date: / VJ 01) 006363 _:-.:MAC MAC Project: Utica-Sellersburg Road and Charlestown Jeffersonville - Pike Reconstruction Phase 1 — : �_'-1 CONSTRUCTION MAC Request for Change: 124048-004 Revised MRC Description:Installation of 8"Waterline LABOR EQUIPMENT HOURLY RATE HOURS TOTAL DAILY + TOTAL QTY DESCRIPTION REG O.T. REG O.T. TOTAL LABOR$ QTY TYPE RATE DAYS HOURS EQUIP . $ $ $ $ $ - $ $ - $ Taxes&Insurance $ _ $ Total Labor 0.00 0.00 0.00 $ - Total Equipment $ SUBCONTRACTORS MATERIAL CODE DESCRIPTION RATE QTY UNITS VENDOR TOTAL$ CODE DESCRIPTION RATE QTY UNITS Totai$ Taxes N/A - (%of total) N/A $ - Taxes 7.0% - (%of total mat'l) $ - Total Subcontractor $ - Total Material $ . OTHER Date: 10/31/24 CODE DESCRIPTION RATE QTY I UNITS VENDOR Total$ Bond Increase/Adder 1% $ - %of Total$$ $ - $ - $ - MAC Construction&Excavating,Inc. Total Other $ _ Labor $ - Equipment $ - NOTES: OH&P @ 15% $ - OH&P @ 15% $ - 1.The attached quotation Information forms an Integral part of MAC's pricing. MAC reserves the right to additional Total Labor $ - Total Equipment $ - compensation and/or time should this information as included not be acceptable. Subs $ - Material/Other $ - OH&P @ 5% $ - OH&P @ 15% $ Total Subs $ - Total Material $ - MRC Total$$: $ 173,798 Deduct for 12"Pipe(-7,500LF) $ (1,500,000.00) 12"Pipe to Be installed(1,50210 $ 300,400.00 8"Pipe to be Installed(5,998 If•$173.23) $ 1,039,033.54 Deduct for 12"Valves(-28EA) $ (145,600.00) Install 12"Valves(5EA) $ 26,000.00 Adder to 8"Valves(23EA) $ 69,000.00 Deduct for Trenchless Being Removed(-76LF) $ (76,000.00) 8"x8"Tapping Sleeve(2EA) $ 22,000.00 Waterline Contingency(1L5) $ 64,074.46 8"Waterstop Overrun in CO141(1EA) $ 11,165.00 10"Waterstop Overrun in COg1(1EA) $ 16,129.00 Total $ (0.00) Contract Time Adjustment: 0 Days Rev 0 Page g Printed on:12/9/2024 W MAC MAC Project: Utica-Sellersbmg Road and Charlestown Jeffersonville _I1 CONSTRUCTION Pike Reconstruction Phase 1 MAC Request for Change:124048-Casing Pipe and Spacers MRC Description:Installation of 8"Waterline LABOR EQUIPMENT HOURLY RATE HOURS TOTAL DAILY + TOTAL QTY DESCRIPTION REG O.T. REG O.T. TOTAL LABOR$ QTY TYPE RATE DAYS HOURS EQUIP$ Installation of Casino Pipe and Casino Spacers at Box Culverts(5 Ea) Installation of Casing Pipe and Casing Spacers at Box Culverts(5 Ea) $ - 1 Foreman $ 100.00 $ 131.00 75.00 75.00 $ 7,500.00 1 Cat 315 $ 745.68 75.00 $ 6,990.75 2 Operator $ 64.00 $ 84.00 i50.00 150.00 $ 9,600.00 1 Trench Box $ 179.00 75.00 $ 1,678.13 2 Pipe Layer $ 52.00 $ 68.00 150.00 150.00 $ 7,800.00 1 Hoe Ram $ 411.28 75.00 $ 3,855.75 $ - $ - 0.00 $ - 1 Skidsteer $ 357.76 75.00 $ 3,354.00 $ 5 - 0.00 $ - 1 Rock Box $ 120.00 75.00 $ 1,125.00 Taxes&Insurance $ 10,458.00 $ - Total Labor 375.00 0.00 375.00 $ 35,358.00 Total Equipment $ 17,003.63 SUBCONTRACTORS MATERIAL CODE ' DESCRIPTION T RATE I QTY UNITS VENDOR TOTAL$ CODE I DESCRIPTION I RATE I QTY UNITS Total$ Installation of Casino Pipe and Casing Spacers at Box Culverts(5 Ea) $ - Installation of Casing Pipe and Casing Spacers of Box Culverts(5 Ea) $ - Weld Casing Plpe $ 130.00 3.00 HR Epic Welding $ 390.00 Casio 18 Steel)Plpe P ( " $ 65.40 40.00 FT $ 2,616.00 5 - Casing Spacers(12"Pipe) $ 62.50 5.00 EA 5 312.50 $ - End Seals(12"Pipe) $ 100.28 2.00 EA $ 200.56 $ - Casing Plpe(18"C900) $ 62.00 80.00 FT $ 4,960.00 $ - Casing Spacers(8"Pipe) 5 105.90 16.00 EA $ 1,694.40 $ . End Seals(8"Pipe) $ 88.80 8.00 EA $ 710.40 $ . 8"45's $ 151.07 16.00 EA $ 2,417,12 5 - 8"Acc Packs $ 78.93- 32.00 EA 5 2,525,76 $ - Concrete $ 160.00 10.00 CY $ 1,600.00 _ 5 - Small Load Fee $ 125.00 5.00 EA $ 625.00 $ $ 5 - 12"45's Restocking Fee 5 5,592.72 1.00 EA $ 5,592,72 $ - Consumables 3.0% 35,358.00 (%of total labor) $ 1,060.74 Taxes N/A 390.00 (%of total) N/A 5 - Tones 7.0% 24,315.20 (%of total mat'l) $ 1,702.06 Total Subcontractor $ 390.00 Total Material $ 26,037.26 OTHER Date: 10/31/24 CODE DESCRIPTION RATE CITY I UNITS VENDOR Total$ gond Increase/Adder 1% 5 91,599 %of Total$$ 5 915.99 $ $ - MAC Construction&Excavating,Inc. Total Other $ 915.99 Labor $ 35,358.00 Equipment $ 17,003.63 NOTES: OH&Pee 15% $ 5,303.70 OH&P ID 15% $ 2,550.54 1.The attached quotation Information forms an Integral part of MAC's pricing.MAC reserves the right to additional Total Labor $ 40,661.70 Total Equipment $ 19,554.17 compensation and/or time should this Information as Included not be acceptable. Subs $ 390.00 Material/Other, $ 26,933.25 OH&P A'5% $ 19.50 OH&P tit 15% $ 4,039.99 Total Subs $ 409.50 Total Material $ 30,973.24 MRC Total$$: $ 91,599I Per Box Culvert(Per EA) $ 18,320 Rev 0 Page 4 of 6 Printed on:12/9/2024 MAC Project: Utica-Sellersburg Road and Charlestown Jeffersonville Pike Reconstruction Phase 1 . __:L__:1 CONSTRUCTION MAC Request for Change:124048-Line Stops MRC Description:Installation of 8"Waterline LABOR EQUIPMENT HOURLY RATE HOURS TOTAL DAILY + TOTAL QTY DESCRIPTION REG O.T. REG O.T. TOTAL LABOR$ QTY TYPE RATE DAYS HOURS EQUIP$ Water Stops(2 Ea) _ 0.00 $ - Water Stops(2 Ea) $ - 1 Foreman $ 100.00 $ 131.00 14.00 14.00 $ 1,400.00 1 Cat 315 $ 745.68 14.00 $ 1,364.94 2 Operator $ 64.00 S 84.00 28.00 28.00 $ 1,792.00 1 Trench Box $ 179.00 14.00 $ 313.25 2 Pipe Layer $ 52.00 $ 68.00 28.00 28.00 $ 1,456.00 1 Hoe Ram $ 411.28 14.00 $ 719.74 $ - 2 Road Plates(8x20) $ 40.00 28.00 $ 140.00 $ - 1 Skidsteer $ 357.76 14.00 $ 626.08 $ $ $ - $ - Taxes&Insurance $ 1,952.16 $ - Total Labor 70.00 0.00 70.00 $ 6,600.16 Total Equipment $ 3,104.01 SUBCONTRACTORS _ MATERIAL CODE I DESCRIPTION RATE CITY _ UNITS VENDOR TOTAL$ CODE ' DESCRIPTION RATE QTY UNITS Total$ Water Stops(2 Ea) $ - Water Stops(2 Ea) $ - 8"Line Stop $ 9,300.00 2.00 EA Workmans $ 18,600.00 Concrete $ 160.00 16.00 CY $ 2,560.00 Additional Traffic Control $ 5,000.00 1.00 IS Saf-ti-co $ 5,000.00 Small Load Fee $ 125.00 4.00 EA $ 500.00 Stone Haul and Haul Off $ 120.00 14.00 HR W-Transfer $ 1,680.00 Backfill Stone $ 13.65 40.00 Ton $ 546.00 $ - 8"45's $ 151.07 4.00 EA $ 604.28 $ - 8"Acc Packs $ 78.93 8.00 EA $ 631.44 $ - Consumables 3.0% 6,600.16 (%of total labor) $ 198.00 Taxes N/A 25,280.00 (%of total) N/A $ - Taxes 7.0% 5,039.72 (%of total mat'I) $ 352.78 Total Subcontractor $ 25,280.00 Total Material $ 5,392.51 OTHER _ Date: 10/31/24 CODE DESCRIPTION RATE QTY I UNITS VENDOR Total$ Bond Increase/Adder 1% $ 44,416 %of Total$$ $ 444,16 $ - MAC Construction&Excavating,Inc. $ Total Other $ 444.16 Labor $ 6,600.16 Equipment $ 3,104.01 NOTES: OH&P @ 15% $ 990.02 OH&P @ 15% $ 465.60 1.The attached quotation Information forms an integral part of MAC's pricing. MAC reserves the right to additional Total Labor $ 7,590.18 Total Equipment $ 3,569.61 compensation and/or time should this information as included not be acceptable. Subs $ 25,280.00 Material/Other $ 5,836.67 OH&P @ 5% $ 1,264.00 OH&P @ 15% $ 875.50 Total Subs $ 26,544.00 Total Material $ 6,712.17 MRC Total$$: $ 44,416 I Per EA $ 22,208 Rev 0 Page 5 of 6 Printed on:12/9/2024