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HomeMy WebLinkAboutCOW 2021-12-13 Item 4E - Final Acceptance - 53rd Avenue South with SCI Infrastructure for $6,749,538.13COUNCIL AGENDA SYNOPSIS Initials Meeting Date Prepared by Mayor's review Council review 12/13/21 JR ITEM INFORMATION ITEM No. 4.E. & Spec 2.F. 141 STAFF SPONSOR: MIKE RONDA ORIGINAL AGENDA DATE: 12/13/21 AGENDA ITEM TITLE 53nd Ave South (S 137th St — S 144th St) Completion and Acceptance CATEGORY 0 Discussion 12/13/21 0 Motion Date 12/13/21 ❑ Resolution Mtg Date ❑ Ordinance Mtg Date ❑ Bid Award Mtg Date ❑ Publj. Hearing Mtg Date ❑ Other Mtg Date Mtg Date Mtg SPONSOR ❑Council ❑Mayor HR DCD ❑Finance Fire TS P&R ❑Po§ce 0PIV ❑Court SPONSOR'S The Notice to Proceed for Contract No. 18-045 with SCI Infrastructure, LLC was issued on SUMMARY April 9, 2018. This project was to provide extensive residential street and utility improvements on 53rd Ave S from S144th to S137th St, including utility undergrounding. Construction was physically completed on March 8, 2021. Council is being asked to formally accept the 53rd Avenue S Project with SCI Infrastructure, LLC., as complete and authorize release of retainage and performance bonds. REVIEWED BY 0 Trans&Infrastructure ❑ CommunitySvs/Safety ❑ Finance Comm. ❑ Planning/Economic Dev. ❑ Arts Comm. ❑ Parks Comm. ❑ Planning Comm. COMMITTEE CHAIR: VERNA SEAL ❑ LTAC DATE: 12/13/21 RECOMMENDATIONS: SPONSOR/ADMIN. CoiiI1"IEE Public Works Department Unanimous Approval; Forward to Consent Agenda Special Meeting COST IMPACT / FUND SOURCE EXPENDITURE REQUIRED AMOUNT BUDGETED APPROPRIATION REQUIRED $6,749,538.13 $6,935,266.60 $0.00 Fund Source: Comments: MTG. DATE RECORD OF COUNCIL ACTION 12/13/21 MTG. DATE ATTACHMENTS 12/13/21 Informational Memorandum dated 12/10/21 Photos 2019 CIP Pg 3 Notice of Completion Final Contract Voucher 141 142 City of Tukwila Public Works Department - Hari Ponnekanti, Director/City Engineer INFORMATIONAL MEMORANDUM TO: Transportation & Infrastructure Services Committee FROM: Hari Ponnekanti, Public Works Director/City Engineer BY: Michael Ronda, Project Manager CC: Mayor Ekberg DATE: December 10, 2021 SUBJECT: 53nd Ave South (S 137th St — S 144th St) Project No. 99110301, Contract No. 18-045 Project Completion and Acceptance Allan Ekberg, Mayor ISSUE Accept contract as complete and authorize release of retainage and performance bond. BACKGROUND The Notice to Proceed for Contract No. 18-045 with SCI Infrastructure, LLC, of SeaTac, Washington was issued on April 9, 2018. This project was to provide extensive residential street and utility improvements on 53rd Ave S from S144th to S137th St, including speed cushions, utility undergrounding, and illumination. DISCUSSION Construction for this contract was physically completed on March 8, 2021. Due to Covid-19 and other delays, the timeline for the contractor to obtain paperwork and finalize final punch list items to closeout this project took longer than anticipated. This project strongly benefited residents, as it increased safety through slowed traffic and visibility through new lighting. What was previously a narrow roadway with a sidewalk on only the west side of the road has been widened and now includes sidewalks on both sides of the road, upgraded street lighting, and speed cushions. Aerial utilities have all been undergrounded as well. FINANCIAL IMPACT The table below shows the project budget and expenditures. Design/ROW Design & ROW (up to Am. No, 3) $ 809,382' KPG CM Amendment Nos. 4 to 6 KPG CM Amendment No, 7 City CM Staff (estimated total) SCI Construction Contract w/ sales tax SCI Change Orders No. 1 to 7 w/ sales tax Changes and Net Over/(Under) Quantities Total Grand Total (Design + CM + Construction) RECOMMENDATION Council is being asked to formally accept the 53rd Avenue S Project with SCI Infrastructure, LLC., as complete and authorize release of retainage and performance bonds, subject to standard claim and lien release procedures, and consider this item same day on the Consent Agenda at the December 13, 2021, Special Meeting. $ 809,382 CM $1,118,612 176,278 115,000 $1,409,890 Construction Budget $832,000 870,000 5,953,249 7, 548 000 635,714 160,574 $6,749,537 $8,968,809 $9,250,000 Attachments: Photos 2019CIPPg3 Notice of Completion Final Contract Voucher 143 144 1111111111111111111111111 53rd Ave S - Project Photos Before r 04 001 U ---10000111111011111 111111111 2111111111110101 1111 olv 110 4011111111loomil JJ"Y0.1111111 I^ l Ijiiiii1 Illllllfiuw r r r guuuuuum�uly ; After au IJ ripdNl$fl l°I n,m m,gym 11111111' Nigh II 111 1lu�+ rmvnillrllp �1111111�6, mi00000011111111111111111111111111111111111111111 111 loolooloo111111111111111111q 111111111111111111111111111111111111111111111111111 �rly1)IJJIIIre°°° ififllllllrim 11ullllllluu 111111 r upUpuuuuuuuuumuuuum i&91Nnrlplirlu �1�"°�I��xl�i Irr!i�Vgi, I(rliniV 145 146 PROJECT: DESCRIPTION: JUSTIFICATION: STATUS: MAINT. IMPACT: COMMENT: CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2019 to 2024 53rd Ave S (S 137th St - S 144th St) Project No. 99110301 Design and construct urban residential street improvements that include curb, gutter, sidewalk, undergrounding, and illumination. Street will coordinate with Water $1.1m, Sewer $185k, and Surface Water $920k CIP projects. Provide pedestrian and vehicle safety, drainage, and neighborhood revitalization. Undergrounding is included at this time. Reduce pavement, shoulder, and drainage work. State TIB grant for $2.14M for roadway and drainage. See additional pages in Enterprise funds under 53rd Ave S Projects. Seattle City Light is now negotiating a 60/40 underground split and undergrounding costs have been added to project. Bond for $2 million. FINANCIAL (in $000's) Through Estimated 2017 2018 2019 2020 2021 2022 2023 2024 BEYOND TOTAL EXPENSES Design 607 21 628 Land(R/W) 157 47 204 Const. Mgmt. 435 435 870 Construction 3,239 2,050 5,289 Undergrounding 1,379 880 2,259 TOTAL EXPENSES 764 5,121 3,365 0 0 0 0 0 0 9,250 FUND SOURCES Utilities W/S/SWM 259 1,161 1,254 2,674 Awarded TIB Grant 65 1,912 364 2,341 Seattle City Light 729 428 1,157 Bond 2,049 2,049 City Oper. Revenue (1,609) 1,319 1,319 0 0 0 0 0 0 1,029 TOTAL SOURCES 764 5,121 3,365 0 0 0 0 0 0 9,250 2019 - 2024 Capital Improvement Program 3 157 148 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Department Use Only Assigned to: Date Assigned: Date 09/28/2021 Form Version Original Revision Reason Awarding Agency Information Prime Contractor Information Name TUKWILA, CITY OF UBI 179000208 Name S C I INFRASTRUCTURE LLC UBI 602094857 Address 6300 S CENTER BLVD #101 TUKWILA,WA-98188 Address 2821 S 154th St SeaTac,WA-98188 Email Address Mike.Ronda©TukwilaWA.gov Email Address Mark.Scoccolo©scibuilds.com Contact Name Michael Ronda Phone 206-433-7194 x Contact Name S C I INFRASTRUCTURE LLC Phone 206-242-0633 Project Information Project Name 53rd Ave South Contract # 999110301 Affidavit ID 980381 Jobsite Address Date Awarded 02/20/2018 Date Work Commenced 03/27/2018 Date Work Completed 03/08/2021 Date Work Accepted 09/28/2021 Federally Funded Transportation Project If yes, attach Contract Bond Statement. ❑ Bond Waived? Retainage Waived? Subcontractors Used? If yes, complete Addendum A. // Detailed Description of Work Completed Residential street improvements on 53rd Ave S from S 144th St to S 137th St DOR Tax Information *Right -click on the total field and select Update Field to auto -calculate. Contract Amount $5,701,847.00 Liquidated Damages $ 0.00 Additions (+) $748,993.01 Amount Disbursed $6,427,313.73 Reductions (-) $6,352.11 Amount Retained $322,224.40 Sub -Total* $6,444,487.90 Other $ 0.00 Sales Tax Amount $305,050.23 Sales Tax Rate If multiple rates, attach a list. 10.00% TOTAL* $6,749,538.13 TOTAL* $6,749,538.13 These two totals must be equal. Apprentice Utilization Information Was Apprentice Utilization Required? If yes, complete this entire section. ❑ Engineer's Estimate $ 0.00 Utilization % 1.45% Was a Good Faith Effort approved? Comments The project had multiple Bid Schedules w/different tax conditions for each. 10% rate applied for each Schedule where taxes applied. The Disbursing Officer must submit this completed notice immediately after acceptance of the work done under this contract. NO PAYMENT SHALL BE MADE FROM THE RETAINED FUNDS until receipt of all release certificates and affidavits. Submitting Form: Submit the completed form by email to all three agencies below. C Department of Revenue Public Works Section (360) 704-5650 P'WC cr dor.wa.gov Washington State Department of /ilk, & Industries Contract Release (855) 545-8163, option # 4 ContractRelease@LN I. WA.GOV Employment Security Department Registration, Inquiry, Standards & Coordination Unit (360) 890-3499 publicworks@esd.wa.gov 149 Addendum A: Plewa Lis all Subcontractors and Sub-ti + r Below This addendum;cafi hiesubmitted r other formats. Prix rade known aftIdavits at this time, N &t release iuiil. Ise granted until all:atfldairits,are Iis el,. Subcontractor's Name: UBI Number: (Required) Affidavit ID* AES UTILITY LLC 604056874 928968 AMERICAN ELECTRICAL SVCS INC 602404144 928880 AMERICAN ELECTRICAL SVCS INC 602404144 965279 APPLIED PROFESSIONAL SVCS INC 601684968 806298 APPLY-A-LINE LLC 600553941 924504 AXIS CRANE LLC 602240987 820633 BECKER BLACKTOP LLC 603135627 852386 BECKER BLACKTOP LLC 603135627 929240 BEST PARKING LOT CLEANING INC 601901928 926678 CASCADE SAWING & DRILLING INC 600436993 886939 GLACIER NORTHWEST DBA CALPORTLAND 601301145 901408 GLACIER NORTHWEST DBA CALPORTLAND 601301145 856627 ICON MATERIALS 601006854 927872 MILES SAND & GRAVEL COMPANY 171004760 1027252 MILES SAND & GRAVEL COMPANY 171004760 856571 MILES SAND & GRAVEL COMPANY 171004760 908552 PACWEST GRINDING 603493970 833439 PACWEST GRINDING 603493970 886793 PACWEST GRINDING 603493970 986013 PURCELL PAINTING & COATINGS 602440422 978618 QUALITY FENCE BUILDERS INC 601206501 989537 REDLASER CONSTRUCTION 604064451 848377 RHINE DEMOLITION LLC 603071050 851666 RO-CON EQUIP SPECIALIST INC 602378395 870822 SALINAS SAWING & SEALING INC 601717158 936411 SITELINE CONTRACTOR SURVEYS 604291775 878550 SKYLINE LANDSCAPE LLC 603018209 1015995 SPRINGHILL LLC 601896042 930073 WILSON CONCRETE CONST INC 602168956 1023311 150 Public Works Department CONTRACT VOUCHER Vendor SCI Infrastructure ❑ Notice of completion? Project No. 99110301 99110301.3000.199 Project Title 53rd Ave S (S 137th - S 144th St) 103.223.400 Contract Title 53rd Ave S Construction 68.97% Expires Date 103.98.595.700.65.00 5/30/2019 Thru Last Change Order / Supplement No. Change Order 07 $7,572.58 Date Submitted to Finance 4/5/2021 Total: This Payment # 24 ❑ Notice of completion? Invoice Date 3/29/2021 99110301.3000.199 Invoice No 24 103.223.400 BARs This payment applies to Amount CheckNo 99110301.3000.199 -5.26% ($1,098.21) 103.223.400 99110301.3000.157 68.97% $14,391.54 103.98.595.700.65.00 99110301.3000.153 36.29% $7,572.58 103.98.595.300.65.00 Total: $20,865.91 Total Previously Invoiced $6,406,447.82 This Invoice Amount $20,865.91 Total Invoiced To Date $6,427,313.73 Checked by: Approved by: CMG hae?-vcdee, GL MIKE RONDA Paid Date: Warrant No: Amount: Total Encumbered: $6,588,963 78 Remaining Contract Balance: $161,650.05 151 152 01 MONTHLY CONSTRUCTION ESTIMATE Page 1 of 7 Project: 53rd Ave S Contractor: SCI Infrastructure, LLC Address: 2821 S 154th St Seatac, WA 98188 Owner: City of Tukwila Pay Period: 31 -Dec -20 to 29 -Mar -21 Date: Estimate No: City Project No.: City Contract No.: Original Contract Amount: 3/29/2021 24 - Final 99110301 18-045 9 3 249.60 Current Contract Amount: $ 6,587,002.18 City Budget Nos.: PREVIOUS AMOUNT TOTAL DUE THIS ESTIMATE TOTAL AMOUNT TO DATE A. Schedule A Items(Including Change Orders) 3,372,021.64 $ 21,964.12 $ 3,393,985.76 A. Schedule B Items (Including Change Orders) 1,027,19 .79 $ - $ 1,027, 93.79 A. Schedule C Items (Including Change Orders) 2,023,308.35 - $ 2,023,308.35 B. Sales Tax Schedule A (NIA - Rule 171) - - $ - B. Sales Tax Schedule B 102,719.38 - 102,719.38 B. Sales Tax Schedule C 202,330.85 - $ 202,330.85 C. Total Contract Amount Due (A+ B) 6,727,574.01 $ 21,964.12 6,749,538.13 D. Less Retainage (A x 5%) 321,126.19 $ 1,098.21 $ 20,865.91 322,224.40 6,427,31373 E. Amount Due Contractor (C - D) 6,406,447.82 HEREBY CERTIFY THAT THIS ISA TRUE AND CORRECT ESTIMATE; THAT THE WORK WAS ACTUALLY PERFORMED AND MATERIAL FURNISHED; AND THAT THE AMOUNT IS JUST AND DUE ME. APPROVED: 0 Page 2of7 Project: TIB Project No. Contractor: Owner: Pay Period: MONTHLY CONSTRUCTION ESTIMATE SUMMARY SHEET 53rd Ave S 8-1-116(012)-1 SCI Infrastructure, LLC City of Tukwila 12/31/2020 to 3/29/2021 Date 3/29/2021 Estimate No. 24 - Final City Project No. 99110301 City Contract No. 18-045 Original Contract Amount: $ 5,953,249.60 Current Contract Amount: $ 6,587,002.18 Base Bid + Change Orders Budget Line Item: Project Acct: 'Schedule Amount H Roadway 103.98.595.300.65.00 99110301.3000.153 $7,572.58 Sidewalk 103.98.595.610.65.00 99110301.3000.154 $0.00 Storm Drainage 412.98.594.382.65.00 99 0301.3000.164 50.00 Illumination 103.98.595.630.65.00 99 0301.3000.155 $Q.00 Traffic Control Devices 103.98.595.640.65,00 99110301.3000.156 $0.00 Roadside Development 103.98.595.700.65.00 _ 99 0301.3000.157 $14,391.54 Schedule 8 Water 401.98.594.340.65.00 99110301.3000.158 $0.00 Sewer 402.98.594.353.65.00 99110301.3000.159 $0.00 Schedule C Franchise Utility Improvements 103.98395.300.65.00 199110301.3000. 66 $0.00 Current Retainage 103.223.400 ;99110301.3000.199 $1,098.21 TOTAL AMOUNT DUE THIS PAY PERIOD FOR: $20,865.91 File: Pay Estimate ##24, 03-29-21-Final.xlsx - Tab: COT -Summary CONTRACT INFO 53rd Ave s City Project No.:99110301 KPO Project No 15065 Contract No.:164345 Budget No.. 10398 599.61000.00 PA 99110301.3000.153 IPQ SEATTLE TACOMA Pay Estimate 1 Schedule Information Description (5 Days Without tax Original CorltrsctAmount (5) 5 5,953,249.60 215 5 5,701,847.00 Change Order Adjustment (5) $ 633,752.58 74 $ 584.227.87 Current Contract Amount (5) $ 6,587,002.18 289 5 6,286,074.87 Estimate Number 24 Start Date 12/31/2020 End Date 3/2912021 Payment to Contractor 20,865,91 Item No. Description Current Con1rt Amount pevious 0unt1t.ei Pay Estimate24 Grard Total Plan QuantityUnits 2058.26 Unit Price Contract Total Quantity Total Cost Quantity 1t1tI5 Quantity Total Cost Percent Com lete ROADWAY IMPROVEMENTS (SCHEDULE A) 3 69,550.00 -..;. Al Unexpected Site Changes 1 EST 5 30,000.00 3 30,000,00 293 293 5 87,882.30 :1 0.25 $ 7,57258 3.18 $ 95.454,88Mr= 100.00% A2 Roadway Surveying 1 LS 45,000.00 3 45,900.00 -_, 101) 5 A45 $ 1.00 46000.00 EA ADA Features Surveying 3 3,909.03'-1, LS 10,000.00 10,000.00 $ 1,000.00 - 1.00 10.00000t.17-11 11.. N $1.16 5 - - - 7,111111 3 10,00000 1.00 S 1,000.00 IIIMMIEI 50,472.49 -.11111 5 74637.91 10000% 100.00% =1:121 MEE= 1 SPCC Plan ME LS 1.00000 1,000.00 5 50,472.49 5 3,900.00 Resolution of Utility Conflicts 2.00 EST _ 3,3,090.00 5 30,001100 N 1.68 MINI Utili Potholing MIIMM EST 5 25,000.00 5 25,000.00 2.99 MEI Type B Progress Schedule IIMMOMMI3 1 1 LS 5,000.00 28,000.00 $ 400,000.00 3 5,000.00 3 28,00003.1 5 400.000 00 .,„.n 1.00 1.00 $ 5,000.00$ $ 28,000.00 EA - IM=MIN-2: w d 1.00 5 5000.00 100.00% MEM MEM Field Office Building Mobilization 1.00 3 28,000.00 100.00% 4 100 5 400,000.00 1.00 3 400060.00 100.00% MEM Project Temporary Traffic Control MBIEM LS $ 300,000.00 5 100.00 $ 300.000.00 $ 6,000.00 ,EMEMEEI 5050 5 300,000.00 $ 5.050.00 5 - 6 --i 1.00 5 300,00060 50.50 $ 505000 100.00% All Uniformed Police Officer Al2 Cleanng and Grubbing 1 5 30,00060 5 30,000.00 1.00 $ 30,000.00 $ - 1 1.00 $ 30,000.00 100.00% ECE. MEM MEN Removal of Structure and Obstruction IIIMMMEEM 5 42.00003 3 42,000.00 llit 42000.00 A 5 42,000.00 100.00% Gravel Borrow Incl. Haul Roadway Excavation Incl. Haul 990 MIEMIMEM MEM _ 21 85 25 00 3 21,631.50 3 50,000.00 El 000 3 - 0.00 5 - 000% 4 2457.10 61,427.50 ° al 2457.10 $ 61,427.50 102,38% MEM MEI EgICE .5E MN Unsuitable Foundation Excavation Incl. Hall! MEIMMIEM 27.50 3 10,725.00 1 294.40 8,096.00 ' 0, 8,096.00 75 49% Structure Excavation Class A Inc! Haul for Walls ICO 504.-750 CY) 170 CY $ 30.00 $ 5,100.00 N 924.20 5 27,726.00 17 n 27,726.00 543.65% Shorinr cr Extra Excavation Class A for Structural Earth Walls 1 2500 LS $ 5.000.00 $ 5,000.00 1.00 5 5,000.00 g 5,000.00 10060% Crushed Surfacing Base Course TON 5 28.00 5 70,000.00 212.60 $ 5,952.80P... - 5,95280 8.50% Crushed Surfacing Top Course 970 TON $ 30.00 $ 29,100.00 1063.73 $ 31,911.90 6, - 1063.73 $ 31,911,90 109.66 NM HMA CI 112" PG 64-22 MEM TON 5 77.00 $ 164,780.00 ....., 2095.76 3 161,373.52 1 - 2095.76 5 161,373.52 97.93% MM. Commercial HMA MEM TON $ 180.00 39,600.00 _m. 215.41 36,773.80 97.91% EME EM Modular Block Wall (CO 004,-2180 SF) Structural Earlh Wall (CO #04,-5540 SF) MEMMEIM 23.00 I:2111 $ 45.00 3 5,750.00 $ - $ 4,500,00 N 326.82 IR a OM 1 353.60 3 7,516.86 EIMMINF.1 5 15,912.00 ENIIIP EMEM.1 326.82 130.73% 0 ME M CY 0.00 0.00% 35360% A25 Gravel Borrow for Structural Earth Wall Ind. Haul tC0 004,-500 CYI 100 P EMI=Mt 353.60 5 15,912.00 A26 Erosion Centro' and Water Pollution Prevention 1 150 LS MEM $ 10,000.00 $ 85.00 $ 10,000.00 12,750.00 1 1.00 1 70.00 $ 10.000.00 5.950.00'74.112111-2 -DIIIEIN!ME: 1.00 $ 10,000.01) 100.001/4 m,cm A28 Integral Curb 70.00 5 5,950.00 46.67% Extruded Curb, Type 5 INKIMMEM 5 17.00 3 1,360.00 'IMRE= 3.179.00 ' 111,-E- 187.00 3,179.00 ME= A29 Cement Conc Traffic Curb and Gutter Cement Conc. Traffic Curb IMEEMMIM3 20 LF 16.75 3500 3 $0,567.50 $ 620.00 IMMIECI 0 98,10 76.711$5 5 3,040.95 '1121112IMEE:IIMMEIM BMMIIIME-- 98.10 3,040.96 9521% 490.48% Cement Conc. Pedestrian Curb Cement Conc. Driveway Entrance Type 1 400 450 LF WM 27 00 $ 6600 $ 10,800.00 5 29,700.00 426.00 410 05 3 11,502.00 27.063.30 NEMINIIM. 1.1 NONX0 11,502.00 27330 1 66 106.50% 91.12% Cement Conc. Driveway Entrance T pe 2 420 5 66.00 5 27,726.00 ' 377.20 3 24.895.20 ,..4 , 24,89520 0I:121 A34 Cement Conc. Driveway 510 66.00 $ 33,660.00 _ 53220 35,125.20 IIM $ 35,125.20 MOMIEZN IEIMI 141.67% A35 Black Vinyl Coated Chain Link Fence 1072 MI 3000 5 32,160,00 1230.41 . . 36 912 40 17600.00..--2=1 9,992.50 1.600.00.L.,7. 6,600.00 411 r41 t 36,912.40 425.00 3 17,000.00 A36 Remove and Replace Wooden Fence Remove and Reset Chain Link Fence Remove and Reset Chain Link Gate 300 M:IMMEM3 IIIM 3 EA EA 40.00 35.00 400.00 $ 2,200.00 $ 12,00/00 3 3,150.00 1,200.00 5 6,606.00 425,00 . 285.50 4.00 1' 3.00 285 50 $ 9.99250 MENEM 1,609.00 L. $ 6.600.00 ME= 100.00% A39 Remove and Install Monument Assembly A40 Remove and Replace Mailbox Support 27 EA 5 600.00 $ 16,200.00 - 27.00 $ 16,200.00:-.., m7 16,200.00 100,00% ,LIAidett Stairs Hand Railing e. cs in, in n • mom. i -moron 30 LF _ $ 150.00 $ 4,500.00 32.80 3 4,920.00 N 12.1 3 4,920.00 10998 C04-01 Wall Type LS 3 251,719.40 CHANGE TOTAL Subtotal Roadway Sales Tax Roadway (14/A Rule 171) Net Payment Roadway 251,719.40 $ 251.719.40 1.00 251,719.40 • 1.00 251,719.40 1 100.00% $ 1,902,893.40 $ 1,902,893.40 251,719.40 1,985,144.70 1.985.144.70 $ $ 7,572,58 $ $ 7,572.58 $ 251.719.40 1,992,717 28 100.000, 5 1, .717.28 SIDEWALK (SCHEDULE A) A42 Cement Conc. Sidewalk 1890 SY 37.50 3 70,875.03 E, 2058.26 $ 77,164.59- 2056.26 77,164.59 10890¼ A43 Thickened Edge Sidewalk 1070 LF . 5 65.00 3 69,550.00 -..;. 66260 56,069.00 $- 862.60 $ 56,069.00 8062% A44 Cement Conc. Stairs 30 SY $ 795.00 $ 23,850.00 ..1 22 07 17,545.65 $- 22.07 5 17,545.65 73,57% A45 Cement Conc. Curb Ramp Type Parallel A 3 EA 5 1,300.00 3 3,909.03'-1, 4.00 $ 5,200.00 4.00 $ 5,200.00 133.33% A46 Cement Conc. Curb Ramp Type Parallel 13 1 EA $ 1,950.00 $ 1.95000 , 2.00 5 3,900.00 2.00 $ 3.900.00 200.00% A47 Cement Conc. Curb Ramp Type Single Direction A 3 EA $ 2,100.00 $ 6,30600 7 2.56 $ 5,396.48 $- 1 2.56 4.00 $ 5,385.48 85.50% A46 Gement Conc. Curb Ramp Type Single Direction 8 5 EA I $ 2,000.00 5 10,000.00 _ 4.00 $ 8,000.00 5 5 8,000.00 80.00% 01 01 Subtotal Sidewalk $ 186,425.00 173,265.72 173,285.72 Description Previous Quanti Pay Estimate 24 Grand Total Plan Ouanti Quantity Total Cost Quantity Total Cost Quantity Total Cost Percent Com • leh alk (NIA Rule 17 Net Payment. Sidewalk 173,28 5.72 173,285.72 STORM DRAINAGE (SCHEDULE A) ------ A49 Removal/Abandonment of Existing Storm Catch Basin 34 EA 5 400.00 $ 13,600.00 3300 $ 13,200.00 --- --- CHANGE TOTAL Subtotal illumination Sales Tax Illumination (NFA Rule 171)S Net Payment Illumination Devices $ - _ 33.00 5 13,200.00 97.06% A50 Remova&Abandonment of Existing Storrs Main 2820 LF 5 9.00 $ 25,380 00 - 2700.00 $ 24,30000 Illumination System, Complete. MATERIAL ON HAND 5 - 2700.00 5 24,300 00 95.74% A51 Shonng or Extra Excavation Class B for Slorrn Drainage 13000 SF 5 1.50 5 19,500.00 14292.00 $ 21,438.00 Permanent Signing 5 - L 14292.00 5 21,438.00 109.94% A52 Trench Backfill Ind. Haul for Storm Trench 1400 CY 5 45.00 5 63,000.00 1935.61 $ 87,102.45 I 100.00% 1935.61 5 87,102.45 138.26% 053 Wall Underdrain Pipe 6 In. Diam. 1510 LF 5 10.00 $ 15,100.00 942.50 $ 9425.005 I - 942.50 5 9,425.00 62.42% A54 -._. -.. Dram Pipe 6 In. Diam. 410 LF $ 40.00 $ 16,400.00 499.50 $ 19,980.00$ 0.00 - 499.50 5 19,980.00 121.83% A55 Ductile Iron Pipe 12 In, Dia m 150 LF $ 87.00 $ 13,050.00 110.00 $ 9,570.00 5.50 $ - 1 110.00 5 9,570.00 73.33% A56 51Orm Sewer Pipe 12 In. Dam. 1060 LF 5 56.00 5 59,360.00 '° 1019.00 $ 57,097.60 19 5 - 1019.60 5 57,097.60 96.19% 057S#orm Severer Pipe 18 In Diam. 1390 LF 5 69.00 $ 95,91000 1354.10 5 93.432,90 100.00% $ - 1354.10 5 93A32 90 97.42% A56 S#orm Sewer Pipe 24 In Diam. 100 LF 5 110.00 $ 11,000.00 92.00 5 10,120.00 21.00 $ - I... 92,00 5 10,120.00 92.00% A59 Storm Drainage Television Inspection 1 LS _ 5 7.500 00 5 7,500.00 £ 1 00 $ 7,500.00 6,90 5 - 1,00 $ --- 7.500.00 100,00% A60 Yard Drain --- 7 --- EA 5 700.00 $ 4,900.00 7.00 $ 4,90000 5 - -_ 7,00 $ 4,90000 100.00% A61 Catch BanIn Type 1 16 EA $ 1,200.00 $ 19,200.00 1600 5 19,200.00 $ - 16.00 5 19,200,00 100.00% A62 Catch Basin Type 1L 9 EA 5 1,375.00 $ 12,375.00 a 9.00 $ 12,375.00 $ - 9.00 $ 12,375,00 100.00% A63 Catch Flash Type 248 In. Dam, 11 EA $ 2,750.00 $ 30,250.00 , 11,00, 5 30,250.00 $ ---- 11.00 $ 30.25000 100.00% A64Catch Basin Type 254 In. Diam. 3 EA $ 3,100.00 5 9,300.00 < 1.00. 5 3,100.00$ - 1.00 5 3,100,00 33.33% A65 Flow Splitter Catch Basin Type 2 72 In. Diam. 1 EA $ 10,800.00 $ 10,800.00 8 1,130. $ 10,800.00 5 - 1.00 $ 10,800,00 109.00% A66 Adjust.Cale hBasin 3 EA 5 500.00 $ 1,500.00 300 5 1,50000 5 - 3.00 $ --- 1,500,00 100.00% A67 Replace Frame 8 Grate with Solid Locking Cover 5 EA 5 700.00 5 3,500.00: 3.00 $ 2,100.00 5 - 3.00 $ 2,100.00 60.00% A68 Connect Proposed Pipe to Existing Drainage Structure 4 EA $ 450.00 3 1,800.00 4.00 $ 1,800.00 5 - 4-00 $ 1,800.00 100.00% A69 Connect Existing Pipe 10 Proposed Drainage Structure 2 EA $ 450.00 $ 900.00 = 7.00 $ 3,150.00$ 7 00 $ 3,150.00 350.00% A70 Storm Drain Marker 34 EA 5 600.00 $ 20,400 00 -- 27.00 $ 16,200.00 5 - 27,00 5 16,200.00 79.41% A71 Modular Wetland Unit, 8' x 20' 2 EA $ 114,000.00 $ 228,000.00 ' 1.90 S 216,600.00 5- 1.90 $ 216,600 00 95.00% A72 Temporary Water Bypass System 1 LS $ 29 500.00 $ 29,500.00 - 1.00 5 29,500.00 - $ - A 1.00 $ 29.500.00 100.00% Subtotal Slam, Drainage $ 712,225.00 Sales Tax Storm Drainage (N/A Rule 171) Net Payment Storm Drainage $ 712,225.00 7 0.9 704 640.9 5 $ 7 704,640.95 ILLUMINATION (SCHEDULE A) $ 3,697.48 $ 16,961.37 1.00 $ 3,697.48 $ 16,961.37$ A74 5 - - 1.00 5 3,697.48 $ 16,961.37 100.00%I 100.00% --- --- CHANGE TOTAL Subtotal illumination Sales Tax Illumination (NFA Rule 171)S Net Payment Illumination Devices A73 Illumination System, Complete 1 L5 $ 246000.00 $ 245000;00.\ 1.00 $ 245,000.00 $- 1,00 5 245,000.00 100.00% A73 MOH Illumination System, Complete. MATERIAL ON HAND S 775 00 5 387.50 1.22 0.00$ - $ - 0.00 5 - 1.22 CHANGE ORDER 03 LIGHTING CHANGES Lighting Changes 100.00% CHANGE ORDER 06 FOUNDATION CASING MATERIALS ouon ---- _ - 95 C08C06-01 FndatiCasing Matenals �5 3,697.48 $ 3,697.48 $ 16,961.37 1.00 $ 3,697.48 $ 16,961.37$ A74 5 - - 1.00 5 3,697.48 $ 16,961.37 100.00%I 100.00% --- --- CHANGE TOTAL Subtotal illumination Sales Tax Illumination (NFA Rule 171)S Net Payment Illumination Devices 5 261,961.37 $ 261,961.375 - 5 261,961.37 - $ - 5 - 5 - $ 261,961.37 $ 261,961.375 - 5 261,961.37 TRAFFIC CONTROL DEVICES (SCHEDULE Al A81 Property Restoration 1 A74 Raised Pavement Marker Type 1 4 HUND 5 52000 $ 2,080.00 F ---- 3.18 5 1,653.60$ A82 - 3.18 5 1.653.60 79.50% A75 Raised Pavement Marker Type 2 05 HUND S 775 00 5 387.50 1.22 5 945.50 ; 70 5 - 1.22 5 945.50 244.00% A76 Permanent Signing 1 LS 5 8,00000 5 8,000.00 1.00 $ 8,000.00 y$ - 1.00 $ 8,000.00 100.00% A77 Plastic Stop Line 80 LF $ 8.50 5 68000 t 60.30 5 512.55 I $ - 60.30 $ 512.55 75.38% A78 Paint Line 170 LF 5 4.00 5 68000 0.00 $ - $ 3.150.00 5 - - 0.00$ - 0,00% A79 Plastic Crosswalk Line 890 SF $ 5.50 5 4,895.00 ' 586.00 5 3,223.00 PSIPE Calluna vulgaris 'Spring Torch? Spring Torch Scotch Heather, 1 Gal. Cont 5 - 586.00 5 0223.00 65.64% A80 Sltarmw9icydeSymbol 19 FA i 5 150.00 5 2,85000 a 19.00 5 2,850.00 $ 11.00 5 19.00 $ 2,850,00 100.00% Subtotal Traffic Control Device Sates Tax Traffic Control Devices (NIA Rule 171 Net Payment Traffic Control Devices 19,572.50 19,572.50 7, 6 17,184.6 17.184 65 17,184.65 ROADSIDE DEVELOPMENT (SCHEDULE A) A81 Property Restoration 1 EST $ 30,00000 $ 30,000 00 3 3.83 5 114,9%.1.20 0,34 $ 10.080.09 4.17 5 125,00129 416.67% A82 Topsoil Type A 650 CY 5 36.00 5 23,400,00 345.00 5 12,420.00 $ - 345.00 $ 12,420.00 53,08% A83 Barker Wood Chip Mulch 70 CY : $ 47.00 $ 329000 60.00 $ 2,820.00 $ - 60,00 5 2,820.00 8571% A84 Seeded Lavin installation 2250 SY 5 1.60 $ 3,60000 �^ 2200.00 $ 3,520.00 $ - 2200.00 $ 3,520.00 97.78% AB5 PSIPE Nyssa sytvatica'David Odom'/ Afterburner Tupelo;: 2.5" Cal., 12'-14' Ht. 11 EA $ 40000 $ 4A00.00 ; 9.90 $ 3960.00 1.10 $ 44000 11.00 5 4,400.00 100 00% A66 PSIPE Pyrus calteryana 'Glen's Form./ Chanticleer Pear, 2.5° Cal., 12'-14' HL 9 EA $ 350.00 $ 3.150 00 a 8.10 $ 2,835.00 '.. 0.90 $ 315.00 9.00 $ 3.150.00 10000% A87 PSIPE Berberis thunbergii'Concorde'/ Concorde Japanese Barberry; 1 Gal. Cont. 160 EA. 5 12.50 $ 2.000 00 F 144.00 5 1,800.00 16.00 5 200.00 160.00 $ 2,000.00 100.00% A88 PSIPE Calluna vulgaris 'Spring Torch? Spring Torch Scotch Heather, 1 Gal. Cont 157 EA $ 12.50 $ 1,96250 141.30 5 1,766.25 15.70 $ 196.25 157.00 $ 1,962.50 10000% A89 PSIPE Lavanduta angusLfotia'Hidccte Blue? Hidcote Blue English Lavender, 1 Ge 242 FA $ 11.00 $ 2,66200 . 217,80 5 2,395.80 24.20 $ 266,20 242,00 $ 2,662.00 10000% A90 PSIPE Spiraealuponica'Watbuma'lMagicCareal Spirea;1Gal. Cont. 210 EA $ 10.50 $ 2,205001 16900 5 1,984.50 21.00 $ 220.50 210.00 $ 2,205.00 100,00% A91 PSIPE Teucnum chemaedrysf Wall Germander, 1 Gal. Cont. 69 EA 5 12.50 $ 862.50 lei 62.10 5 776.25 6,90 $ 86.25 __ 69.00 $ 862.50 10000% Item No, Description CQrrent Contract Amount $ 4,320.0 Rra?voua Qaantirtea Pay EaBmaTe 24 Grand Total Pian Quantity UnitsMI= CHANGE TOTAL Subtotal Roadside Development Sales Tax Roadside Development (N/A Rule 171)'. Net Payment Roadside Development'. 5 4,320.0 Quantity $ 4,320.00 Quantity 5 - Total Cost Quantity Total Cost _. Percent Cam.tete A92 PSIPE Fragaria'Lipstick'/ Lipstick Ornamental Strawberry; 1 Gal. Cont. 405 FA $ 10,50 5 4,252.50 364.50 535.50 $ 6,693.75 9 40,50 5950 5 5 425.25 743.75 405.00 595.00 $ 4,252.50 100.00% A93 PSIPE Helianthemum nummulanum'Fire Dragon? Fire Dragon Sunrose; 1 Gal. Co 595 EEA $ 12.50 5 7,437.50 5 7437.50 100.00% A94 PSIPE Rubus calycinoides'Emerald Carpet'! Emerald Carpet Creeping Bramble. 1 505 600 EA EA $ $ 10.50 10.50 $ 5,302.50 5 640000 454.50 720.00 S 7,560.00 50.50 80.00 $ 5 530.25 840.00 505.00 800.00 $ 5.302.50 $ 8,400.00 100.00% 100.00% A95 PSIPE Veronica pedunoularis'Ge orgia Blue? Georgia Blue SpeedwelI. 1 Gat. Cont A96 PSIPE Schizechyrium scoparium'The Bluest The Blues Little Bluestein; 1 Gal. Ca 40 EA $ 12.00 $ 480.00 36.00 5 432.00 4.00 $ 48.00 40.00 $ 480.00 10.0% A97Automatic ., . „ .., Imgatian System, Complete P -. ....... ^ ^ ..� .....^, 1' LS 5 $3,000.00 $ 53,000,0 1,00 S 53„00.0 40 5 ---- - 1.0 $ 53,000.00 100,00% O CO2 -01 Raotl3arrier -----_ '. 360 LF $ 12,40 $ 4,320.0 360.00 $ 4,320.0 M2B1Mi $ 20,00.00 $ 20.000.00 $ - 360.0 $ 4,320,00 100.00% CHANGE TOTAL Subtotal Roadside Development Sales Tax Roadside Development (N/A Rule 171)'. Net Payment Roadside Development'. 5 4,320.0 '.. $ 4,320.00 Removal otSlrtreture and Obstruction 5 - ® 5 7,800.00 5 7,800.00 5 4,320.00 100.00% $ 160,724.50 $ 229,804.25 $ 14,391.54 $ 244.195.79 $ - $ - RemovaUAbandonmentofExa••sting Water Main 600 $ 160,724.50.. $ 229,604.25 $ 14,391.54 $ 244,195,79 4.15,20,54$ WATER (SCHEDULE 81 Unexpected Site Cha.- ees ----- 1 M2B1Mi $ 20,00.00 $ 20.000.00 5 25.00 5 37,635.24 1409,00 5 - 1.68 $ 37,635.24 ----- 188.16% 82 Removal otSlrtreture and Obstruction 1 ® 5 7,800.00 5 7,800.00 900 $ 7,80.0 $ 2.00 5- 1.00 $ 7,800. 100.00% 63 RemovaUAbandonmentofExa••sting Water Main 600 $ - 500 '.5 30,00.0 5901.00 $ 29,505.0 9 $ --- 5901.0 $ 29,505.00 96.35% 84 Unsuitable FoundaLon Excavation 8 Backfill Incl. Haul --- 370 IIIIM' $ 27 50 3 10,175.0 10(1,00% $-- 1,053.25 Replace Sanitary Sewer Frame and Lid 5 - 38..30 5 1,053.25 10.35% BS Shorin• ar Extra Excavation Class B for Water 22800 51 $ 100 $ 22,800.0+ e $ 21,825.0 $ - 21825.0 5 21,82500 95.72% B6 Trench Backfill Incl. Haul 20 80 S 37 0 $ 76,960.0 � __ $ 90,228.20 117,42% 5 --- - 2438.60 $ 90,226.20 117.24% B7 HMA CI 112" PG 64-22 340ME=$ $ 7,000.00 140.00 5 47,600.00 9 467.24 5 65,413.60 E 100.00% 467.24 5 ----65,413.60 137..42% B8 Class 52 Ductile trop Pipe for Water Main, 4 In Diam. 40 LF $ 100.00 5 4,000.0$ 1,445.0 ---- $ - 1445 9 1,445.0 36 13% 89 Cfass 52 Ductile trop Pipe for Water Main, 6 In, Diam. 66 LF $ 100.00 5 8,600.00 65.00 5 6,500.00 9 - 6500 3 650.00 75.59% B10 Class 52 Ductile Iron Pipe for Water Main, 8 In. Diam. 183 5 65800 +-s +s73.40--- ��� 3.00 ' $ 5,505.00 5 - --- 73.40 5 5,565.0 40.11% 6,11 Class 52 Ductile Irpn Pipe for Water Main, 10In. Diam. 26 MIEMMIII: Mi $ 170.00 $ 4,420.0 $ 95.0 $ 325,185.0 9 3900 4 343360 $ 6,630.00 $ 326,192.00 17, _ 9 - 5 - 39.0 343360 $ 9630.0 5 326192.00 150.00% 100.31% B12 Cass 52 DucfrI Iron Pipe for Water Main, 12 In. Diam. 613 Connection to Exin8ng Water Main Additional Class 52 Ductile Iron Pipe Fittings for Water Main 13 3000 0 M.31:EMEIMEI$ ® $ 1,750.00 $ 22.,7500 16,500.0 $ 28000 $ 11.200,0F•IEIE:1 ID 684.00 $ 22,750.00 $ 4,862.00 5,880.0$ Ei 9 - - 13.00 -- -- 884.00 21.00 S 22,750.0 $ 4,862.00 $ 5,880.00 100.0 29.47% 52.50% 614 615 ConcreteforThrust&Iocktrlg 40 818 Electronic Markers 130 0. $ 120.00 $ 15,6000 E 91.00 5 10,920.0 $ - 91.00 $ 10,920.00 70.00% 617 Gate Valve 4In. 1 IMMIIIIEM $ 1,47500 EMMEE3 $ 1,4750 S. - 1.00 5 1,475.00 100.00% 618 Gate Valve B In. 1 0 5 1,400.00 $ 1,400.00 9MMECO'. 5 1,400.00 r _-- 1.00 9 1,400.00 100,00% 619 Gate Valve 81n. 4 321=.. $ 1,780.00 $ 7,120.00 ENEal 7,120,00 $ -- 4.00 $ 7,120.00 100.0% 620 Gate Valve 10 In. ---- 1 5 $ 235000 $ 2,3580 + r $ 2,350,0 $ - 1.00 5 2,350.00 1080% 821 Gate Valve 12 tn. 29 =BEM$ 2,620_00 $ 75,9880 $.-. 73,360.00 $ ---- 28.00 5 73,36800 96.55% 622 Hydrant Assembly 13 0 $ 5,200.00 5 67,600.0 13_00 . $ 67,60.00 $ - 13.00 5 67,600,00 10.0% 823 Service ConnecAon 3/4 In. Diam. 49 0. $ 1,685.00 $ 82,565.00 I 47.00 5 79,195.00 9 47.00 $ 79,195.00 95.92% 624 Service Connection 1 In. Diam. --_-- 2 EA $ 2,550.00 $ 5,100.00 E 2.00 $ 5,10.0 $ - 2.00 $ 5,100.00 10.00% 625 Service Conneohon 1-1f2" In. Diam. 1EiUMM$ 5,00.00 $ 5,00.00 9 ---- 1.00 S 5,00,0---- $ - 1.00 5 5.000.00 10.00% B26 Service Connection 2" In. Diam, 3ZIME $ 250.00 $ 7,500.00 4.00 5 10,000.0 5 - 4,00 $ 10,0000 133,33% 527 Service ConnecLorr 4" In. Diam. 1 $ 3,000.00 $ 3,00.00 1.00 5 3,00.0$ - 1.00 5 300.00 100.0% 828 Temporary Water Service 1MIME$ 30,00.00 5 30,00.00 1.00 $ 30,000.0 ---- $ - 1.00 $ 30 ,00.0 100,0% Subtotal Water Schedule B Sales Tax at 10% Water Schedule B Net Payment Water Schedule B ,405.0 $ 92,640.50 $ 1,019,045.59 $ 929,744.29 $ 92,974.43 $ 1,022,718.72 929,74429 92,974.43 $ 1,022,718.7 SEWER: (S C H E D U L B29 Remove Asbestos Cement Sanitary Sewer Force Main 200 LF 5 25.00 5 50 0.00 1409,00 $ 35,225.00 6 $ - 1409.00 $ 35,225.00 70 45% B30 Shoring or Extra Excavation Class B for Sanitary Sewer 900 SF $ 2.00 $ 1,800.00 D. 2148.50 $ 4,297.00 r $ - 2148.50 $ 4,29700 239,72% B31 Adjust Sewer Manhole 9 EA $ 50.00 5 4,500.00 = 9.00 $ 4,500.00 I 5 - 9.00 $ 4,500.00 10(1,00% B32 Replace Sanitary Sewer Frame and Lid 9 EA $ 600.00 $ 5,40800 - 9.00 $ 500.0 $ - 9.00 $ 5,400.00 100.00% B33 Sanitary Sewer Pipe 8 In. Diam. 60 LF 5 250.00 5 15,00,00 70.45 5 17,612.60 $ - - 70.45 $ 17,812.50 117,42% B34 Temporary Sewer Bypass System 1 LS $ 7,00.00 $ 7,0000 1.00 $ 7,000.00 1.00 $ 7, 0.00 100.00% B35 Sanitary Sewer Television Inspection 1 LS 1,50.00 ,000 1,125.00 - ----- 0.75 $ 1,125.00 75.00% B36 Sanitary Side Sewer 320 LF $ 120.00 $ 38,40000 169,50 9 20,340.00 $ - 169.50 5 20,340.00 52.97% B37 Sanitary Side Sewer Cleanout 16 EA 5 65800 $ 10,400.0 3.00 5 1,950.00 $ - 3.00 $ 1,950.00 18,75% da Sewer SoneSule Sales Tax et 10% Sewer Schedule B $ Net Paymen Sewer Schedule B $ 13,400.00 147,400.00 97,449.60 97,449.50 9.744.95 $ 107,194.45 ANCHISE UTILITY IMPROVEMENTS (SCHEDULE C) Unexpected Site Changes. EST 00.00 $ 25,0 0.00 .38 $ 209,496. 209,496.66 8370?. - + ,41111; Description Current Contract Amount - _ - • - .._ _.. Plan Quantity Units - ® Quantity - puantity =MR Quantity Total Cost CoPnt mete ,MEEM Adjust Gas Valve 00 $ 45#7,00 $ 2.700.00 5 7.00 $ 3,150.00 0- - n 5 3,150.00 ® Unsuitable Foundation Excavation Ind. Haul �� $ 27,50 $ 6.32500 0.001 - 0,00 ®'.. mum Structure Excavation Class 8 Incl. Haul for Joint Utility Trench $ 3@ 00 $ 164,540.00 g tEEZE$ 157,833.00 $ 157,833.00 95,92% C5 Shoring or Extra Excavation, Class 8 for Joint Utility Trench 20600 SF 5 1,00 $ 20,600.00 LIKErizi$ 29,563.50 N lIZIEZIMMI1$ 29,563.50 143.61%'. MEM Joint Utility Trench Pipe Zone Bedding, Incl. Haul - Communications 11=2::MEM $ 37 00 $ 11.84000 =11111111111111 ® Joint Trench BaGk611, Incl, Haul - Communications 1000 E $ 3700. $ 37,000.00 1 1665.20 -12=11111=111M 1665.20 C@ Crushed Surface Base Course - Structures EMEEMI $ 35 00 $ 15,050,00 .12:EaEcominillillEINZEIElagElirEill m Joint Utility Trench Pipe Zone Bedd#ng, Incl. Haul - SCL ®' �! 41 " $ 11,890.00..113:1:112/31:EL11•111Mil 257.80 IligNI 62.88% MEM Joint Trench Backfi11, Ind. Haul - SCL ii.A''l:M 5 82,580.00i12311E=3161111-Ev r $ 62,259.90 .31. High Strength FTB - SCL $ 100.00 $ 23,000.00 0 : 0 + 2,900.00 $ -1 218.60 $ 10.90000 MEEM COF -SCL Structures CDF - SC So ��I $ 100.00 $ 23,000,00 109.00' 1 $ 10,900.00 -� 109.00 $ 15,900,10 9. Utility Convicts for Joint Utility Trends 0®I . $ 25,000.00 $ 25,00000 $ 25,820-10 IMMIIEEMM.11221$ 25,820,10 MEM Conduit, 3 In. Diam. - SCL LIGHTING ICO 603, -330 LF) O111 5 16,00 1 0.00 -• 0.00 EMMEN 0.00% MEMI Conduit, 3 In. Diam. - SCL 2600 31121:1:13 5 46,800,00 1823.00 $ 32,81400 EINIMIRMIEEEEI5 32,814.00it ,� co ti 31n. Diam. - SCL MATERIAL ON HAND --.-.11111.11111111. 0.00 $ 0.00 MIIIIIIIIMIENII 0.00 $ 0.00 Conduit, 4 In. Diam. - SCL 12400 ® Ems= 5 260,400.00 I 10987.50 $ 230,737.50 51111111111111111 10987-66 - + + Eil= Conduit 4 In. Diam. - SCL MATER ON HAND 1 _ 0.0011-E!MI 0.00 E!M -1 `. 5;00 000 000% 2. r ® Street Ll!htin• Cpnduit Band, 3 In. Diam. - SCL ¢CO 603, -24 EA) 00 5 369.00 Enlinleig MEM Primary Conduit Bend, 4 In. Diam. - SCL 0 $ 390.00 $ 25.740,00• r+ $ 29,640.00 ;-.511111•111311$ 29,640.00 MEM Primary Conduh'Bend, 4 In. Diam'. - SCL MATERIAL ON HAND: ®®1111. 0.00 $ (0.00)1_1 .0;00 $ (0.00) 0.00r% 035. Secondary Conduit Bend, 4 1n. Diam. -SCL 105 $ 500.00 $ 52.500.00 5 1555: $ 57,500.005_1_-515111'l5 57,600.00 IMMISeconda0y MEM Conduit Bend, 4 in. Diam. - SCL MAT€RlAL ON HAND Service Conduit Bend, 3 In. Diam. - SCL Service Conduit Bend. In. Diem. - SCL MATERIAL t3N HAND.... _._. 111111.1111=- Ma3M1$ =MEM ®-,. 0,001 1 -I -5.00 0,00% 40000 5 65,600.00 5 rr $ 29,200.00 151.5 $ 29,200.00 -, 0.001 1 -I 0:001- 0.00% MEM In II Conduit, 2 In. Diam, - CENTURYLINK IMIUMIIIIMEMINI$ 11550.00 4 1631.005-•' 1631,00 IZEBIZI 74.14% 111.9=1Install Conduit, 4 In Diam. - CENTURYLINK _ _-- Install Conduit, 2 In, Dlsm. - COMCAST 7400 2000 1111.1 lEil13 Iii $ 54.020.00 $ 11500.00 7.4.1337MINIZEBEEINIIIZEMEIEMBEEEI 5 1569.00 EWEilna lEINE 1569,00 IEMErAMEEMI 105:09% EIRE Install Conduit,4In. Diam.-COMCAST 6500 ® $ 47,450.00 5 6382.00 IMMEIMEIMM=111M56382.00 $ 46,588.60 98.16% warn Conduit Riser - SCL �0 3 1,360.00 $ 13,600.00 ++ $ 16,320.00 '� 12,00 $ 16,320 DO 120.00% MBIE Conduit Riser-CENTURYLINK ©0 $ 650,00 $ 5950.00 ++ $ 5,950.00-� 7.00 $ 5,950.00 100.00% ®Conduit Riser - COMCAST 00 $ 850.00 $ 6,800.00 ++ $ 6,800.00 $ -il 8.00 $ 6,800.00 100.00% C28 Core Drill Existing Vault -CENTURYLINK ©0 •. +-* $ 830.00 $ 830.00 ElEMIIMIIIINEIMEEZI$ 830.00 100.00% MBECE Core Drill Existing Vault - COMCAST ®0. $ 415.00 '. $ 83000 5 0,00 EMNFEIMMOIMEIN 0.001- 0.00% mian U5li Structure, SCL Tpe 3 Handhole ICO 503, -2 EA) 00: $ 2,500.00 1_5 0.001 ®iZNIMEN 0.00 • r ® Utility Structure, SCL 233-LA Handhole 0' $ 2,600.00 $ 33,80000 5.11311$ 33,800.00 5 1 r+ $ 33,800.00 100.00% EsEm Utility Structure, SCL 504-LA Handhole 00. $ 4,650.00 $ 14,550.00 1.-,111 $ 14550.00 KIIIIIIMMIll Erii$ 14,550.00 100.00%. ® Utility Structure, SCL 577-LDA Vault ©0'' $ 8,500.00 $ 42,50000 lirl 42,500,00 MM. 1 ++ $ 42,500.00 100.00% *$ Install Utility Structure, CENTURYLINK 264-TA Vault nZ'. $ 330.00 $ 330. 3M 2.00 $ 66000 ®1-g 2.00 $ 660.00 200.00% MEM Install Utility Structure, CENTURYLINK Pedestal rn', $ 200 00 $ 2,200,00 * r $ 1,400.00 1,400.00 MEMInstall Utility Structure, CENTURYLINK 467-TA Vault 00 $ 330.00 $ 1,980,00 6.00 $ 1,98090 '. 6.00 $ 1,980.00 10000% ® Install Utility Structure, CENTURYLINK 3048 Vault 00. 5 430.00 $ 2,150.00 5.00 $ 2..150-00:-.2.11.1111:11$ 2,150.00 100.00% 1i install utility Structure, CENTURYLINK 1730HandHole 430.00 $ 43000_ rr $ 860-00 7-11:1•11.711$ 860.00. 200.00% KEE tnstall Utility Structure, CENTURYLINK 3x5" Vault 430.00 $ 430,00N 430.00 M '. r * ,$ 430.00 100.00% C40 Install Utility Structure, COMCAST 2436 Vault ©0 $ 200.00 $ 200.00= 200.00 IIMEMPJ 200.00 100.00% MEM Install Utility Structure, COMCAST 1419 Vault 60.00 $ 3017,00 1 $ 60,013 -1- r r $ 60.00 20.0055 Emig Install Utility S$ucture, COMCAST 3048 Vault 0 $ 330.00 $ 2,640.00 9.00 $ 2,97000 HIMil.. 9.60 $ 2,970.0D morn MEM Install Utility structure, COMCAST 1730 Vault $ 200.00 $ 1,200.00 10-00 $ 2.00100 -•- .. 10.00 $ 2,000.00 166.67% MEM Install Utility Structure, COMCAST Pedestal 00 $ 200.00 $ 400.00 5 0.001-5-•_ 0.00 • 0.00% Install Utility Structure, COMCAST 2436 Intercept Vault ®E. $ 200.00 $ 200.00 5 Ein$ 40000 _11311! e-+ $ 400.00 2550.00% m Install Utility Structure,COMCAST 1419Intercept Vault © 1 $ 650.00 $ 650.00 5,,orri$ 650.00-1:1• ', 1.00 $ 65000 100.00% m m Install Utility Structure, COMCAST 3x5' Intercept Vault Conduit. 3 In. Diam - SCL Private Service ®0 1400 LF $ 430.00 $ 18.00 $ 430.00 $ 25,200.00 5. 0.001:1•211 5 146750 $ - 0.00 11111E1 0.00% $ 26.415,00 -lal . • r IMEEM Install Conduit, 2 In. Diam. - CENTURYLINK Private Service 1600 =MIME 12331",111,6E10.00 g. 1652.00 $ 12,059.60 5-•'.. 1652.00 $ 12,059.60 MEM Install Conduit, 2 In. Diam. - COMCAST Private Service 1600 izim5 11,680.00 3 EIMEC EMIIIMENIEINIMMEIri MEMO $ 11,329.60 97,00% MEM 13951 53rd Ave 5, Service Conversion 3:600.00 $ 3,600.00 0,1ED $ 3.600 OD EM!MINIIII $ 3,600.00 100.00% ® 13969 53rd Ave S, Service Conversion 11M1 $ 3,600.00 $ 3,600.00 :57311 3,600.00 E-ENI r+ $ 3,600.00 100.00% ® 5216 S 142nd St, Service Conversion 3,600.00 $ 3,600.00 + r $ 3,600.0D -• * r $ 3,600.00 100.00% NEE 14205 83rd Ave S, Service Conversion 0® $ 3,600.00 $ 3,600.00 i + $ 2,600.00 -•_ 1.00 $ 3,600.00 10000% Nam14207 53rd Ave 5, Service Conversion 0®$ 3,600.00 $ 3,600.00 $ 3,600.00 - e+ $ 3600.00 1 .00% MEM 14219 53rd Ave S, Service Conversion ©� $ 3:600.00 $ 3,600.00 ++ S 3,600.00 -�5� $ ...3,600.00 100.00% ®14225 53rd Ave S, Service Conversion 3,60000 $ 3,600.00 * + $ 3.60000 r-1-1E r r $ 3,600.00 100.0055 MIEM 14231 rd Ave S, Service Conversion 1111MOMMEMEME $ 3,600,00 $ 3.600.00 ++ $ 3,600.00 l'..11.MIM $ 3,600.00 100.00% MEM 14239 53rd Ave S, Service Conversion 1 LS $ 3,600.00 $ 3,600.00 ++ $ 3,600.00 11.5i00 r $ 3,600.00 100.00% MEM 14241 53rd Ave 5, Service Conversion 3,600.00 $ 3,600.00 + r $ 3,600.00 EUI=MMINN ill, $ 3,600.00 100.00% MEIN 14247 53rd Ave S, Service Conversion 0®$ 3,600.00 $ 3,600.00 + r $ 3,60000 -• $ 3,600.00 100.00% 14255MEM 53rd Ave 5, Service Conversion I,$ 3,600.00 $ 3,600.00 $ 3,600.00 - r r $ 3,600.00 100.055 - 142611 53rd Ave S, Service Conversion ©®I $ 3,600.00 $ 3,600.00 + r $ 3,60000 $ - 100 $ 3,600,00 100.000% C64 5219 53rd Avo S, Service Conversion $ 3,600. $ 3,600,00 m, 3,600.00 ®1_ * r $ 3,600.00 100.00% P 13726 53rd Ave 5, Service Conversion 1 LS $ 3.600.00 5 3,600.00 * * $ 3,600.00 t®1r r $ 3,60000 100.00% Item No. Description Current Contract Amount ,. Previous Quantities Pay Es mate 24 rs rand Total Plan Quantity Units Unit Price Contract Total Quantity - Total Cost Quantity Total Cost Quantity Tota! Coat C 5 3,600.00 5 3,60000 Percent Complete 100.00% 100.00% C66 13738 53rd Ave 5, Service Conversion 1 LS 5 3,600.00 3 3600.00 11 1.00 i 1 . 00 $ 3,600.00 $ 3,600.00 5 28,430.00 3 - $ 1.00 1.00 C67 13744 53rd Ave 5, Service Conversion 1 LS $ 3,600.00 $ 3.600 00 C66 13902 53rd Ave S, Service Conversion 1 LS 5 3,600.00 3.,_ 3.600.00 , 1.00 3.60000 1.00 3 - .._,, 1.00 $ 3,600.00100,00% Scope 07 - Traffic Control for Extra Work C69 13910 53rd Ave S, Service Conversion 1 5 3,600.00 5 3,600.00 A 1 00 $ 3,600.00 Scope 08 - Survey/Eng'ing Assodated w/ relocating vaults and hand holes =11=1 1.00 $ 3,60000 100.00% C70 13924 $3rd Ave 5, Service Conve 1 1 LS$ 3.60000 3,600.00 $ 3,600.00 $ 3,500.00 ' 1 AY3 1.00 X 1.00 $ 3,600.00 ,60 . $ 3,600.00 4 1 Eillil 2 1.00 1.00 3,50000 $ 3,60000 $ 3.60000100 100.00% 100.0 % 0O% C7114004 53r4 AveS, Service Conversioo 1 1 LS LS $ 3,600.00 $ 3,600.00 C72 1 010 53r4 Ave S, Service Conversion 873 l4O2B53rdAveS, SeMceConveraon 1 LS 5 4.50000 $ 4.50000 1 1.00 4, 00. i $ .: 100 5 4,500.00.00 C74 14030 53rd Ave S, Service Conversion 1 LS 5 3600.00 $ 3600.00 1 1.00 3,600.00 6 -1 1.00 $ 3,600.00 100.00% C75 14038 53rd Ave S, Service Conversion 1 LS 5 3.60000 $ 3,600004... 1.00 $ 3,600.001 . 1.00 $ 3,600.00 100.0094 C76 14038.5 53rd Ave S, Service Conversion 1 LS 4,500.00 4,500.00 1 1.00 $ 4,500.00 I 4,500.00 100.0066 C77 13970 53rd Ave S, Service Conversion 1 LS 3 3,600.00- , 00. , 1.00 $ 3,60000 5 - 1.00 100.0066 C7614108 Ave S, ervi Conversion LS 3.60000$ . 00. :t. ...t: 1.00 $ 3,600. $ - 1.00 ,600.00 $ 3,600,00 100.0066 C79 14128 53rd Ave 6, Service Conversion 1 LS 3,600.00 5 3,6 0.00 :-. 1,00 $ 3.600.00 2 - 1.00 $ 3.600.00 100 C80 14202 53rd Ave S Service Conversion 1 LS 3,680.00 5 3,600.00 1 1.00 $ 3,600.00 -1 E 1.00 $ 3,600.00 100. 00% C81 14210 53rd Ave S, Service Conversion 1 LS 3000.00 3,600.00 AA 1.00 5 3,600.00 I 1.00 $ 3,600.00 100.0066 852 14218 53rd Ave S, Service Conversion 1 LS 3 3,500.00 $ 3,600.00 4 1.00 $ 3,600.00 j - 1.00 $ 3,600,00 10000% 883 14234 53rd Ave S, Service Conversion 1 LS 3,600.00 $ 3,600 00 '1 1.00 600.00 5- 1.00 $ 3,600.00 100.00% C84 14250 53rd Ave S, Service Conversion 1 LS $ 3,600.00 $ 3,600.00 .. 1.00 3,600.00 5 100 3,600.00 100.00 66 C85 14255 53rd Ave 5, Service Conversion 1 LS 5 3,600.00 $ 3.60000 _ A 1.00 3,600.00 .,,,.$ 1.00 100.0066 C66 14264 53rd Ave S, Service Conversion LS $ 3,600.00 3,600.00 $ 3,600.00 5 000.00 ,11 1.00 1 1.00 $ 33:660000D000 14 $ $ 1.00 1.00 ,600. . $ 3,600D0 100.00% 100.00% C67 14272 53rd Ave S, Service Conversion LS C88 onversion, P • -e Restoration (CO 604, -530.000> 1 EST 5 30,000.00 30000.00 ..4 0.49 $ 14,77888 1 049 $ 14,775.08 49 26% C69 Franchise Utility Coordination 6,660.006,660.00 f 0.95 ,327. 0.95 $ 6,327.00 958066 C90 Temporary Ufill Pale SUPPOrt- .. . . _ 03100 $ 4.000A00 :1- 4.00 4,00080 g - 4.00 $ 4.00000 100.00% improvements 50668 5 1,404,005.00 Sales Tax at 10% Franchise Utility Improvements Schedule C $ 140,400 50 Net Payment Franchise Utility Improvements Schedule C $ 1.544.405.50 CHANGE ORDER 01 SCL JUT AND VAULTS (Franchise Utility improvements Schedule 8) $ 1.449,445,25 $ 144.944.54 $ 1,594,389 79 1,449,445.25 144,944.54 $ 1,594,389.79 tii Scope 01 - Vault Removal and Reinstallation 1 3.1. 33,573.27 33,573.27 1 $ 33,573.27 I 100.00 B 1.00 WA 100.00% irTni Scope 02 - Fumish and Install Risers and Set Slope Riser to Finish Grade IIMMI i 60,755.88 60,755.68 I 1.00 $ 60,755.88 f--71 106_67% ..1 1,00 60,755.88 100.00% lEllal Scope 03 - Demobilization from the Silo and Remobilizarion to the Site 1IMME $ 28,430 00 28,430.00 N 1.00 20430.00 ,$ - 1 00 5 28,430.00 100.0094 EMI Scope 04 - Standby for Equipment and Trailers Onsite during the Delay IlMia $ 125.554-46 EMMER 1.00 5 125,554.46 . 5- 1 00 $ 125,554.46 100.00% IIMI Scope 05 - Crossings from Vaults to Mainline JUT Field Eng and Exc. 1=IIIE 3 90.113.08 5 90,113.08 1 1.00 5 90113.08 - 1.00 90,113.08 1000066 C01-06 Scope 07 - Traffic Control for Extra Work MINIZMIll=a:=11=Mailli 1.00 EMEMIll 1.00 5 43,815.31 100.00% C01-07 Scope 08 - Survey/Eng'ing Assodated w/ relocating vaults and hand holes =11=1 5 6.460,00 8,460.00 1 1.00 8.460.00 r-ium - 1 U6*1li 8,460.00 10a00% C01-05 Scope 09 - Acceleration Time for Time Lost MIIIM LS $ 59.870.72 59,870.72 1 1.00E=EEKEll - Eillil 3 59.870.72 10000% C01-09 Scope 11 - Bends, Rigid Pipe arid Couplers MINE LS 5 71.962.70 71,962.70 1 1.00 3 71,96270 0 - 1 illil 3 71,962.70 1000066 •I=• Scope 15 - Temporary Patch and Removal of Waterline LS 12.908.23 12,90023 1 1.00 3 12,9013-23 IMIIME!•1 1.00 5 12,908.23 100 OD% Emil Scope 16 - Water TruCh Outing Delay LS ME113 9,419.45 g 1.00 111=1=a1MIEMIE _ Ll 1.00 5 9,419.45 100,00 oueLoiaI t.oronge r er ran Ise t,J1118y iniprovementxu e Sales Tax at 10% Franchise Utility Improvements Schedule Net Payment Change Order 01 Franchise Utility Improvements Schedule C C HAN G E ORDER 05 PSE Conduits and Services (Franchise Utlity improvements Schedule C 63.10 466.3 _ 599,349,41 5 544,863 10 54,486 31 590349.41 5 544,863.10 5 54,486.31 5 599,349.41 C05-01 PSE Power 4in Conduit 150 LF 5 100.00 $ 15.80080 g 160.00 $ 16,00000 $ - 160.00 5 16,000.00 106_67% C05-02 PSE Pcnver 3In Conduit 150 -._- LF . . . 5 . 100.00 _ $ 15.000.00 A 130.00 $ 13001300 g 5 130.00 $ 13,000.00 86,67% 'A A A,AZAAS, AA,AAA-A1 AA -A - AS improxernenrs ocnexuie Sales Tax at 10% Franchise Utility Improvements Schedule C Net Payment Change Order 05 Franchise Utility Improvements Schedule C .00000 $ 33,00000 ,-..- i0404!6;011 Z176754.91 ,,- Total (Schedule A + Schedule 8 + Schedule C) RETAINAGE (pretax) $ 6,587,002.18 2900000 290000 31,900.00 PAYMENT TO CONTRACTOR AA AAA 111-AsS, As AA AVAAA-4-1 ANAZ-AAAAA-A-11s- AA -11111111-1A-A,----1111:111S1 29,000.00 2,900.00 31,900.00 $ 6,727,574.01 5 321,126 19 6 406,447 82 $ 21,964.12 S 6,749,538.13 102.4766 5 1,098.21 322,224 40 20,865.91 6,427,313.73 160 ontractor SC Infrastructure treet Address 2821 S 154th Street City SeaTac SCI Job 1801 Final Contract Voucher Certificate City Project Number 9991110301 State WA 98188 Federal-Ald Project Number N/A 3/29/2021 Contract Title 53rd Ave S, (S 13r St S 14 -4th St) Date Work Physically Completed March 8, 2021 Final Amount $6,749,538.13 Contractors Certification 1, the undersigned, having first been duly sworn, certify that I am authorized to sign for the claimant; that in connection with the work performed and to the best of my knowledge no loan, gratuity or gift in any form whatsoever has been extended to any employee of the City of Tukwila nor have I rented or purchased any equipment or materials from any emptoyee of the City of Tukwila; I further certify that the attached final estimate is a true and correct statement showing all the monies due me from the City of Tukwila for work performed and material furnished under this contract; that I have carefully examined said final estimate and understand the same and that I hereby release the City of Tukwila from any and all claims of whatsoever nature which I may have, arising out of the performance of said contract, which are not set forth in said estimate, MARK SCOCCOLO Notary PubPic State of Washington Commission Number 77589 My Commission Expires February 17, 2025 rtatur Required Jennifer Scoccolo Printed Signature Name Subscribed and sworn to before me this 30 th day of March 20 21 X Residing at Lake Tapps Notary Public in and for the State of Washington Owner Certification rtify the attached final estimate to be based upon actual urements, and to be true and correct. Project Engineer / Project Administrator Approved Date X Public Works Director 161