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TIS 2021-12-13 Item 2D - Final Acceptance - 53rd Avenue South with SCI Infrastructure
City of Tukwila Allan Ekberg, Mayor 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 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 CM Construction Budget Design & ROW (up to Am. No. 3) $ 809,382 = $832,000 KPG CM Amendment Nos. 4 to 6 $1,118,612 870.000 176,278 KPG CM Amendment No. 7 City CM Staff (estimated total) 115,000 SCI Construction Contract w/ sales tax $5,953,249 7,548,000 SCI Change Orders No. 1 to 7 w/ sales tax 635,714 Changes and Net Over/(Under) Quantities 160,574 Total $ 809,382 $1,409,890 $6,749,537 Grand Total (Design + CM + Construction) $8,968,809 $9,250,000 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. Attachments: Photos 2019 CIP Pg 3 Notice of Completion Final Contract Voucher 27 53rd Ave S - Project Photos Before After 30 28 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 29 51 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. II 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. Department of Revenue Itlina Public Works Section (360) 704-5650 PWC@dor_wa_gov 32 21111Washington State Department of 14, Washington & 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@eciowa.gov Addendum A: Please List all Subcontractors and Sub-tiers Below This addendum can be submitted in other formats. Provide known affidavits at this time. No L&I release will be granted until all affidavits are listed. 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 Public Works Department CONTRACT VOUCHER Today's Date: 4/5/20Aft 21 Contract No. 18-045 Vendor Project No. Project Title Contract Title Expires Date SCI Infrastructure 99110301 53rd Ave S (S 137th - S 144th St) 53rd Ave S Construction Thru Last Change Order / Supplement No. Date Submitted to Finance This Payment # Invoice Date Invoice No 5/30/2019 Change Order 07 4/5/2021 24 ❑ Notice of completion? 3/29/2021 24 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 This Invoice Amount Total Invoiced To Date Paid Date: $6,406,447.82 $20,865.91 Checked by: Approved by: $6,427,313.73 GL MIKE RONDA Warrant No: Total Encumbered: 34 $6,588,963.78 Amount: Remaining Contract Balance: $161,650.05 32 MONTHLY CONSTRUCTION ESTIMATE Page 1 of 7 Project: Contractor: Address: Owner: Pay Period: 53rd Ave S SCI Infrastructure, LLC 2821 S 154th St Seatac, WA 98188 City of Tukwila 31 -Dec -20 to 29 -Mar -21 Date: Estimate No: City Project No.: City Contract No.: Original Contract Amount: Current Contract Amount: 3/29/2021 24 - Final 99110301 18-045 $ 5,953,249.60 $ 6,587,002.18 City Budget Nos.: A. Schedule A Items (Including Change Orders) A. Schedule B Items (Including Change Orders) A. Schedule C Items (Including Change Orders) B. Sales Tax Schedule A (N/A - Rule 171) B. Sales Tax Schedule B B. Sales Tax Schedule C C. Total Contract Amount Due (A + B) D. Less Retainage (A x 5%) E. Amount Due Contractor (C - D) PREVIOUS AMOUNT $ 3,372,021.64 $ 1,027,193.79 $ 2,023,308.35 $ 102,719.38 $ 202,330.85 $ 6,727,574.01 $ 321,126.19 $ 6,406,447.82 TOTAL DUE THIS ESTIMATE $ 21,964.12 $ 21,964.12 $ 1,098.21 $ 20,865.91 TOTAL AMOUNT TO DATE $ 3,393,985.76 $ 1,027,193.79 $ 2,023,308.35 $ 102, 719.38 $ 202,330.85 $ 6,749,538.13 322,224.40 $ 6,427,313.73 I 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. D3-29--2) Date City of Tu wile I Ile: Nry` s1.1 nate-fi4, 03-20 - Tab: base Schedule APPROVED: ilw/2-i Date 33 Page 2 of 7 Project: TIB Project No. Contractor; Owner: Pay Period: MONTHLY CONSTRUCTION ESTIMATE SUMMARY SHEET 53rd Ave S 8-1-116(012)-1 SCl 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: Amount Schedule A 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 99110301.3000.164 $0.00 Illumination 103.98.595.630.65.00 99110301.3000.155 $0.00 Traffic Control Devices 103.98.595.640.65.00 99110301.3000.156 $0.00 Roadside Development 103.98.595.700.65.00 99110301.3000.157 $14,391.54 Schedule 13 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 1103.98.595.300.65.00 99110301.3000.166 $0.00 199110301.3000.199 $1,098.21 Current Retainage 103.223.400 TOTAL AMOUNT DUE THIS PAY PERIOD FOR: $20,865.91 File: Pay Estimate #24, 03-29-21-Final.xlsx - Tab: CoT-Summary 34 36 CONTRACT INFO 53rd Ave 5 City Project No.:99110301 KPG Project No.: 15085 Contract No.: 18-045 Budget No.:103.90,595.610.65.00 PA 99110301.3000.153 KPG SEATTLE - TACOMA Pay Estimate 1 Schedule Information A42 (5) Days Without tax Original Contract Amount (S) S 5,953,249.60 215 $ 5,701,847.00 Change Order Adyustment {5) $ 633,752.56 74 $ 584,227.87 Current Contract Amount (5) S 6,587,002.18 289 3 6,286,074.87 Estimate Number Start Date End Date Payment to Contractor $ 24 12/31/2020 3/29/2021 20,865.91 SIDEWALK (SCHEDULE A) A42 Current Contract Amount AI Previous Quantities Pay Estimate 24 Grand Total Item No. Description Plan Quantity Units Unit Price Contract Total ; Quantity Total Cost Quantity Total Cost Quantity Total Cost Percent Complete ROADWAY IMPROVEMENTS (SCHEDULE A) 862.60 $ 56,069.00 $- 862.60 $ 56,069.00 80.62% Al Unexpected Site Changes 1 1 EST LS $ 30,000.00 $ 45,000.00 5 30.000.00 $ 45,000.00 ." 2.93 1.00 5 87,86230 $ 45.000,00 f 0.25 $ 7,572.58 $ - Iu 3.18 1.00 5 95,454.88 $ 45,000.00 316.16% 100.00% A2 Roadway Surveying A3 ADA Features Surveying 1 LS S 10,000.00 $ 10,000.00 1,00 $ 10,000 00 'j $ - B ¢ 1.00 S 10,000.00 100.60% A4 SPCC Plan 1 LS 5 1,000.00 5 1,000.00 °' 1.00 5 1,000.00 i $ - 1.00 $ 1,000,00 100.00% A5 Resolution of Utility Conflicts 1 EST S 30,000.00 $ 30,900.00 ' 1.66 5 50,472.49 " $ - d 1,68 $ 50,472.49 166.24% A6 Utility Potholing 1 EST $ 25,000.00 $ 25,900.00 - 2.99 5 74,637.91 j $ - 2.99 g 74,637.91 296.55% A7 Type B Progress Schedule 1 LS $ 5,000.00 $ 5,000.00 1.00 $ 5,000.00 4 5 - 1.00 5 5,000.00 100.00% AB Field Office Building 1 LS 5 28,000.00 $ 28,000,00 ., 1.00 $ 28,000.00 $ - 1.00 5 28,000.00 100.00% A9 Mobilization 1 LS 5 400,000.00 $ 400,000.00 - 1.00 $ 400,000.00 ') $ - 1.00 $ 400,000.00 100.00% MO Project TemporaryTraffic Control 1 LS HR $ 300,000.00 5 100.00 $ 300,000.00 $ 6,000.00 1.00 50.50 $ 300,000.00 5 5.050,00 )k ' $ - $ - a' 1.00 5 300,000.00 50.50 5 5,059.00 100.00% 84.17% All Uniformed Police Officer 60 A72 Clearing and Grubbing 1 LS $ 30,000.00 5 30,000.00 'i 1,00 $ 30,000.00 l $- 1.09 S 30,000.00 100.00% A13 Removal of Structure and Obstruction 1 LS $ 42,000,00 $ 42,000.00 -, 1.00 5 42.00000 I $ - 1,00 5 42,009.00 100.00% A14 Gravel Borrow Incl. Haul 990 TON $ 21.85 $ 21,631.50 `. 0.00 $- $ - r} 0.00 $ - 0.00% AMS Roadway Excavation Incl. Haul 2400 CV $ 25.00 5 60,000.00 2457.10 $ 61,427.50 j $ - Y 2457.10 5 61,427.50 102.36% A16 Unsuitable Foundation Excavation Incl. Haul 390 CV $ 27.50 $ 10,725.00 294.40 $ 8,096.00 '. $ - 294.40 5 8,096.00 75,49% 543.65% At7 Structure Excavation Class A Incl Haul for Walls {CO 904,-750 CY) 170 CV 5 30.00 $ 5,100.00 924.20 $ 27,726.00 $ - 924.20 5 27,726.00 A18 Shoring or Extra Excavation Class A for Structural Earth Walls 1 LS $ 5,000.00 $ 5,000.00 _ 1.00 5 5,000.00 =` $ - 5 - 1,00 $ 5,000.00 212.60 5 5,952.80 100.0075_ 8.50% A19 Crushed Surfacing Base Course 2500 TON $ 28.00 $ 70,000.00 - 212.60 $ 5,952.80 A20 Crushed Surfacing Top Course 970 TON $ 30.00 $ 29,100.00 1063.73 5 31,911.90 ' $ - S 1063.73 S 31,911.90 109.66% A21 HMA CI 112" PG 64-22 2140 TON 5 77.00 $ 164,780.00 2095.76 5 161,373.52 .... S - 41 2095.76 5 161,373.52 97.93% A22 Commercial HMA 220 TON 5 180.00 $ 39,600.00 215.41 5 38,773.80 ;` 5 - ;$ 215.41 $ 38,773.80 97.91% A23 Modular Block Wall (CO 904,-2180 SF) 250 SF S 23.00 $ 5,750.00 326.82 5 7,516.86 4 5 - . 326.82 S 7,516.66 130.73% A24 Structural Earth Wall (CO 404,-5540 SFJ 0 SF 5 22.00 5 0.00 $ $ - 00 $ _ 0.00% A25 Gravel Borrow for Structural Earth Wall Ind. Haul (CO 1104, -SOD CY) 100 CY $ 45.00 $ 4,500,00 353.60 $ 15,912.00 ', $ •5 $ - N 353.60. 5 15,912.00 1.00 $ 10,000.00_ 353.60% 100.00% 46.67% A26 Erosion Centro' and Water pollution Prevention 1 LS $ 10.000.00 $ 10,000.00 1.00 5 10,000.09 ,' A27 Integral Curb 150 LF $ 85.00 $ 12,750.00 70.00 $ 5,950.00 ;; $ - :y 70.00 5 5,950.00 A26 Extruded Curb, Type 5 80 LF $ 17.00 $ 1,360.00 187.00 $ 3,179.00 $ - a 187.00 $ 3,179.00 233.75% A29 Cement Canc. Traffic Curb and Gutter 4810 LF $ 16.75 $ 50,567.50 ' 4579.80 $ 76,711.66 }' $ - ij 4579.80 $ 76,711.66 95.2i% A30 Cement Conc. Traffic Curb 20 LF $ 31.00 $ 620.90 , 98,10 $ 3.040.96 . $ - 98.10 $ 3,040.96 490.48% A31 Cement Conc. Pedestrian Curb 400 LF $ 27.00 $ 10,800.00 426.00 $ 11,502.00 ,- $- 'j 426.00 $ 11,502.00 108.50% A32 Cement Conc.. Driveway Entrance Type 1 450 SY $ 66.00 $ 29,700.00 410.05 $ 27.063.30 $- 410.05 $ 27,063.30 91.12% A33 Cement Conc. Driveway Entrance Type 2 420 SY 3 66.00 $ 27,720.00 - 377.20 5 24.895.20 .- 5 - a 377.20 $ 24,895.20 89.81% A34 Cement Conc. .Driveway 510 SY $ 66.00 $ 33,660.00 532.20 5 35,125.20 a $ - 532.20 $ 35,125.20 104.35% A35 Black Vinyl Coated Chain Link Fence 1072 LF $ 30.00 $ 32,160.00 1230.41 $ 36,912.44 2 $- 1230.41 $ 36,912.411 114.76% A36 Remove and Replace Wooden Fence 300 LF $ 40.00 $ 12,000.00 425.00 $ 17,000.00 ;: $ - :{ 425.00 $ 17,000.00 141.67% A37 Remove and Reset Chain Link Fence 90 LF $ 35.00 $ 3,150.00 '= 285.50 3 9,992.50 $ - ,Q 285.50 $ 9,992.50 317.22% A36 Remove and Reset Chain Link Gate 3 EA $ 400.00 $ 1,200.00 4.00 $ 1,600.00 4.00 $ 1,600.00 133.33% A39 Remove and Install Monument Assembly 3 EA 5 2,200.00 $ 6,600.00 3.00 $ 6,600.0D - 3.00 5 6,600.00 100.09% A40 Remove and Replace Mailbox Support 27 EA 5 600.00 $ 16,200.00 27.00 $ 16,200.00 $ - 27.00 $ 16,200.00 100.00% A41 Stairs Nand Railing 30 LF $ 150.00 $ 4,500.00 ` 32.50 3 4,920.00 3j 5 - x' 32.80 3 4,920.00 109,33% CHANGE ORDER 04 WALL TYPE C04-01 Wall Type 1 LS $ 251,719.40 $ 251,719.40 $ 251,719.40 J 1.00 $ 251,719.40 $ 251,719.40 f $- $- `i 1.00 $ 251,719.40 100.00% CHANGE TOTAL Subtotal Roadway Sales Tax Roadway (NIA Rule 171) Net Payment Roadway $ 251.719.40 100.00% $ 1,902,893.40 $ 1,985,144.70 $ 7,572.58 5 1,992,717.28 $- $ $ - $ - $ 1,902,893.40 $ 1,985.144.70 $ 7,572.58 5 1.992,717.28 SIDEWALK (SCHEDULE A) A42 Cement Conc. Sidewalk 1890 SY 5 37.50 $ 70,675.00 - 2058.26 $ 77,164.59 $- G; 2056.26 5 77,184.59 108.90% A43 Thickened Edge Sidewalk 1070 LF $ 65.00 $ 69.550.00 862.60 $ 56,069.00 $- 862.60 $ 56,069.00 80.62% A44 Cement Conc. Stairs 30 SY $ 795.00 $ 23,850.00 .... 22.07 $ 17,545.65_i $- aF 22.07 5 17,545.65 73.57% A45 Cement Conc. Curb Ramp Type Parallel A 3 EA 3 1,300.00 $ 3,900.00. 4.00 $ 5,200.00 E $ - fj 4.09 5 5,200.00 133.33% A46 Cement Conc. Curb Ramp Type Parallel B 1 EA $ 1,950.00 $ 1,950.00 ., 2.00 $ 3,900.00 ; $- :x. 2.00 5 3,900.00 200.00% A47 Cement Conc. Curb Ramp Type Single Direction A 3 EA $ 2,100.00 $ 6,300.00 ' 2.56 5 5,366.49! $ - 2.56 $ 5,386.48 85.50% A46 Cement Conc. Curb Ramp Type Single Direction B 5 E,a 5 2,000.00 $ 10,000,00 _ 4.00 5 8,000.06 $- ';{ 4.00 $ 8,000.00 90 00 Subtotal Sidewalk $ 186,425.00 $ 173,285.72 $ S 173,285.72 3b Item No. Description I Current Contract Amount ,, Previous Quantities - Pay Eaemate 24 $ 400.00 Grand Total �5 Plan Quantity Units Unit Price Contract Total t� Quantity Total Cost r:: Quantity Total Cosh Quantity Total Cost Percent Complete Sales Tax Sidewalk (N/A Rule 171) $ Net Payment Sidewalk $ 186,425.00 $ $ 173,285.72 S 6 173,285.72 STORM DRAINAGE (SCHEDULE A) Foundation Casing Materials I A49 Removal/Abandonment of Existing Storm Catch Basin 34 EA $ 400.00 $ 13,600.00 �5 33.00 $ 13,200.00 [ $ - f 33.00 5 13,200.00 97.06% A50 Removal/Abandonment of Existing Storm Main 2820 LF $ 9.00 $ 25,380.00 .'' Illumination System, Complete MATERIAL ON HAND 2700.00 $ 24,303.00 }, $ - 2700.00 S 24,300.00 95.74% A51 Shoring or Extra Excavation Class B for Storm Drainage 13000 SF $ 1.50 $ 19,500.00 ''. $ 14292.00 $ 21,438.00 $ 8,000.00 $ - 2 14292.00 $ 21,436.00 109.94% A52 Trench Backfill Incl. Haul for Storm Trench 1400 CY $ 45,00 $ 63,000.00 - 1935.61 $ 87,102.45 75.38% $ - 1935,61 5 87,102.45 138.26% A53 Wall Underdrain Pipe 6 In. Diam. 1510 LF 5 10.00 $ 15,100.00 0.00 942.50 $ 9,425.00 A79 $ - i( 942.50 5 9,425.00 62.42% A54 Drain Pipe 6 In. Diam, 410 LF $ 40.00 $ 16,400.00 ;l $ 3,223.00 499.50 $ 19,980,00 Sharow Bicycle Symbol $ - i 499.50 5 19,980.00 121.83% A55 Ductile Iron Pipe 12 In. Doom 155 LF $ 87.00 $ 13,050.00 l:, 100.00% 110.00 $ 9,570.00 • $ - '. 110.00 6 9,570.00 73.33% A56 Storm Sewer Pipe 12 In. Diam, 1060 LF $ 56.00 $ 59,360.00 ; 1019.60 $ 57,097.60 -, PSIPE Calluna vulgaris 'Spring Torch'/ Spring Torch Scotch Heather; 1 Gal. Cont, $ - 1019.60 6 57,097.60 96.19% A57 Storm Sewer Pipe 18 In. Diam, 1390 LF $ 69.00 $ 95,910.00 157.00 1354.10 $ 93,432.90 4 $ - 1354.10 $ 93.432.90 97.42% A58 Storm Sewer Pipe 24 In. Diam. 100 LF $ 110.00 $ 11,000.00 ; 92.00 $ 10,120 00 ': 100.00% $ - 92.00 $ 10,120.00 92.00% A59 Storm Drainage Television Inspection1 189,00 LS $ 7,500.00 6 7,500.00 $ 1.00 $ 7,500.00 C $ - 1.00 $ 7,500.00 100.00% AGO Yard Drain _ 7 EA $ 700.00 $ 4,900.00 :' 8,90, 7.00 $ 4,900.00 ., 69,00 S • 7 7,00 $ 4,900.00 100.00% A61 Catch Basin Type 1 16 EA $ 1,200.00 $ 19,200.00 ' 16.00 $ 19,200.00 k $ - 16.00 6 19,200.00 100.00% A62 Catch Basin Type 1L 9 EA $ 1,375.00 $ 12.,375,00 9.00 $ 12,375.00 $ - $ 9.00 $ 12,375.00 100.00% A63 Catch Basin Type 248 In. Diam. 11 EA $ 2,750.00 $ 30,250.00 ! 11.00 5 30,250.00 ,Y $ - I. 11.00 $ 30,250.00 100.00% A64 Catch 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 5 10,800.00 1.00 $ 10,800.00 a $ - 1.00 5 10,600.00 100 00% A66 Adjust Catch Basin 3 EA $ 500.00 $ 1,500.00 .• 3.00 5 1,500.00 ' $ - 3.00 5 1,500.00 100.00% A67 Replace Frame & Grate with Solid Locking Cover 5 EA $ 700.00 $ 3,500.05 ,' 3.00 $ 2,100.00 ;; $ - 3.00 $ 2,100,60 60.00% A68 Connect Proposed Pipe to Existing Drainage Structure 4 EA i $ 450.00 $ 1,800.00 `. 4.00 5 1,800.00 ; $ •_ 4,00 5 1,800.00 100.00% A69 Connect Existing Pipe to Proposed Drainage Structure 2 EA ' 5 450.00 $ 900.00 ;._ 7.00 5 3,150.00 '.- $ • C 7.00 5 3,15000 350.00% A70 Storm Drain Marker 34 EA 5 600.00 $ 20,40090 ' 27.00 $ 16,200.00 $ • 27.00 5 16,200,00 79.41% A71 Modular Wetland Unit, 8' x 20' 2 EA 5 114,000.00 $ 228,000.00 ' 1.90 $ 216,600.00 1, $ • 1.90 5 216,600.00 95.00% A72 Temporary Water Bypass System 1 LS 5 29,500.00 $ 29,500.00 .:. 1,00 5 29,500.00 Y, $ - 1.00 5 29,500.00 100.00% Subtotal Storm Drainage $ 712,225.00 Sales Tax Storm Drainage (N/A Rule 171) Net Payment Storm Drainage $ 712,225.00 5 704,640.95 $ 704,640,95 $ $ $ 704,640.95 S $ 704,640.95 ILLUMINATION (SCHEDULE A) Foundation Casing Materials I 1 I LS ➢ $ 3,697,48 $ 3,697.48 J 1.00 $ 3,697.48 �5 $ - A73 Illumination System, Complete 1 LS 5 245,000.00 $ 245,000.00 ' 1.00 $ 245,00000 u $ - _ 1.00 $ 245,000.00 100.00% A73 MOH Illumination System, Complete MATERIAL ON HAND 5- - t. 1.22 $ 16,961.37 100.00% 000 $ - Permanent Signing _ $ -, 0.00 5 - Subtotal Illumination CHANGE ORDER 03 LIGHTING CHANGES CO3-01 Lighting Changes 1 LS 0 $ 13,263.89 I $ 13,263.69 - 1,001 $ 13,263,89 11 -u 1.00 $ 13,263.89 1 100.00% CHANGE ORDER 06 FOUNDATION CASING MATERIALS C06-01 Foundation Casing Materials I 1 I LS ➢ $ 3,697,48 $ 3,697.48 J 1.00 $ 3,697.48 �5 $ - 3J 1.00 $ 3,697.46 100.00%1 7950% A75 Raised Pavement Marker Type 2 0.5 CHANGE TOTAL 5 16,961.37 5 387.50 1-22 $ 16,961.37 5 36.00 5- - t. 1.22 $ 16,961.37 100.00% A76 Permanent Signing € LS Subtotal Illumination $ 261,961.37 1.00 $ 6,000.00 :' $ 261,961.37 $ $ - 1.00 $ 8,000.00 $ 261,961.37 A77 Plastic Slop Line 80 LF $ 8.50 Sales Tax Illumination (NIA Rule 171) 5 - S 512.55 ' A84 $- - $ - $ 512.55 75.38% $ - Paint Line 170 LF $ 4.00 $ 689.00 Net Payment Illumination Devices $ 261,961.37 $ 3,520.00 $ $ 261,961.37 0.00 $ - 0.00% A79 $ 261,961.37 890 TRAFFIC CONTROL DEVICES (SCHEDULE A) A74 Raised Pavement Marker Type € 4 HUND 5 520.00 5 2,080.00 i 3.18 5 1,653,60 i_ $ - ii 3.16 S 1,653,60 7950% A75 Raised Pavement Marker Type 2 0.5 HUND 5 775.00 5 387.50 1-22 3 945,50 'i 5 36.00 $ - t. 1.22 3 945.50 244.00% A76 Permanent Signing € LS 5 8,000.00 $ 8,000.00 1.00 $ 6,000.00 :' 713 $ - s 1.00 $ 8,000.00 100.00% A77 Plastic Slop Line 80 LF $ 8.50 $ 680.00 60.30 S 512.55 ' A84 $ - 60.30 $ 512.55 75.38% A78 Paint Line 170 LF $ 4.00 $ 689.00 0.00 $ - $ 3,520.00 $ - G 0.00 $ - 0.00% A79 Plastic Crosswalk Line 890 SF $ 5.50 $ 4,695.00 586.00 $ 3,223.00 - $ - '' 586,00 $ 3,223.00 65.84% A80 Sharow Bicycle Symbol 19 EA $ 150.00 5 2850.00 19.00 $ 2,850.00 0.90 $ - , 19.00 $ 2,85000 100.00% Subtotal Traffic Control Devices $ Sales Tax Traffic Control Devices (NIA Rule 171) Net Payment Traffic Control Devices 19,572.50 S $ 19,572.50 $ 17,184.65 $ $ 17,184.65 5 $ 17,184.65 $ 17,184.65 ROADSIDE DEVELOPMENT (SCHEDULE A) A81 .PropertyRestoration1 EST 5 30,000.00 5 30,000.00 , 3.83 5 114,921.20E 0,34 5 10,080.09 4.17 $ 125,001.29 416.67% A82 Topsoil Type A 650 CY 5 36.00 5 23,400.00 - 345.00 5 12,420.00 4 5 - ;) 345,00 $ 12,42600 53.08% A83 Bark or Wood Chip Mulch 713 CY $ 47.00 $ 3,290.00 1' 60.00 $ 2,820.00 ,. $ - :$ 60.00 $ 2,820.00 65.71% A84 Seeded Lawn Installation 2250 SY $ 1.60 $ 3,600.00 2200.00 $ 3,520.00 " $ - 2200,00 $ 3,520.00 97.78% A85 PSIPE Nyssa sytvatica'David Odam'1 Afterburner Tupelo; 2.5" Cal., 12-14' HL 11 EA $ 400.00 $ 4,400.00 „ 9.90 $ 3,960.00 ., 1.10 $ 440,00 t 11,00 $ 4,400.00 100.00% ABS PS1PE Pyrus calleryana 'Glen's Form'! Chanticleer Pear; 2.5' Cal., 12-14' HL 9 EA $ 350.00 $ 3,150.00 ' 8.10 $ 2,835.00. 0.90 $ 315.00 a' 9.00 $ 3,150.00 100.00% A87 PSIPE Berberis thunbergii'Concorde! Concorde Japanese Barberry; 1 Gal. Cont. 160 EA $ 12.50 $ 2,000.00 ; 144.00 $ 1,800.00 ' 16.00 $ 200.00 .1 160.00 $ 2,000.00 100.00% A66 PSIPE Calluna vulgaris 'Spring Torch'/ Spring Torch Scotch Heather; 1 Gal. Cont, 157 EA $ 12.50 $ 1,962.50 ; 141.30 $ 1,766.25 ! 15.70 $ 196.25 j. 157.00 $ 1,962.50. 100.00% A89 PSIPE Lavandula angustifolia'Hidcole Blue/ Hidcote Blue English Lavender, 1 Ga 242 EA $ 11.00 $ 2,662.00 _ 217.80 $ 2,395.80 ''i 24.20 $ 266.20 242,00 $ 2,662.00 100.00% A90 PSIPE Spiraea japonica'Walbuma'! Magic Carpet Spirea; 1 Gal. Cont, 210 EA $ 10.50 $ 2,205.00 189,00 $ 1,984.50 21.00 $ .i 220.50 210.00 $ 2425.00 100.00% Aj3j ,_ PSIPE Teucrium chamaedrysr Wall Germander, 1 Gal, Cont. 69 EA $ 12.50 $ 862.50 62.10 $ 776.25 yr 8,90, $ 86.25 69,00 $ 56.50 100.00% Item No- Description Current Contract Amount = Previous Quantltiea Pay Estimate 24 "; Grand Total Plan Quantity Units -" Unit Price Contract Total Quantity Total Cost ii Quantity Total Cost S 425.25 i Quantity 405.00 Total Cost $ 4,252.50 $ 7 437.50 5 5,302.60 5 6,400,00 Complete 100.00% 100.00% 100.00% 100.00% A92 PSIPE Fragaria'Lipstick'! Lipstick Ornamental Strawberry; 1 Gal. Cont. 405 EA $ 10.50 $ 4.252.50 - 364.50 $ 3;827.25 40,50 A93 PSIPE Helianthemum nummularium'Fire Dragon'! Fire Dragon Sunrose; 1 Gat. Co 595 EA 5 12.50 $ 7.437.50 ; 535.50 5 6,693.75 59,50 S 743.75 - 595.00 A94 PSIPE Rubus calycinoides 'Emerald Carpet'! Emerald Carpet Creeping Bramble; 1 505 EA $ 10.50 $ 5,302.50 z 454.50 5 4.772.25: 50.50 $ 530.25 j 505.00 800.00 A95 PSIPE Veronica peduncularis'Georgia Blue"! Georgia Blue Speedwell; 1 Gal. Cant 800 EA $ 10.50 $ 6,400,00 „ 720.00 $ 7,560.00 1 80.00 5 840.00 A96 PSIPE Schizachyrium scoparium 'The Bluest The Blues Little Bluestem; 1 Gal. Co 40 EA $ 12.00 $ 480.00 F 36.00 $ 432,00 y ! 4.00 S 48.00 40.00 $ 480.00 100.00% A97; I. LI Automatic Irrigation System, Complete 1 LS S 53,000.00 $ 53,000.00 :•. 1,00 $ 53,000.00 6 $ - t 1.00 $ 53,000,00 100.00% CO2 -01 Root Barrier 360 LF $ 12,00 $ 4,320.00 J 360,00 $ 4,320.00 EST $ - r 360.00 $ 4,320.00 100.00% CHANGE TOTAL Subtotal Roadside Development Sales Tax Roadside Development (NIA Rule 171) Net Payment Roadside Development 5 4,320.00 1.88 5 4,320.00 1 $- Removal of Structure and Obstruction $ 4,320.00 100.00% $ 160,724.50 $ 229,804.25 $ 14,391.54 $ 244,195.79 $- $ - $ - $ - $ 160,724.50. $ 229,804.25 5 14,391.54 $ 244,195.79 SCHEDULE A TOTALS 3,243,601.77 $ 3,372,021.84 21,984:12:.' ' $ 3;393,985.76 104.83% WATER (SCHEDULE B} B1 Unexpected Site Changes 1 EST $ 20,000,00 5 20.000.00 • 1.86 5 37,635.24 f $ - 1.88 $ 37,635.24 188.18% B2 Removal of Structure and Obstruction 1 LS 3 7,800.00 $ 7,800.00 ._ 1.00 $ 7,800.00 ; $ - 1.00 $ 7,800.00 100.00% B3 RemovaUAbandonment of Existing Water Main 6000 LF $ 5-00 5 30,000.00. 5901,00 $ 29,505.00 $ - p 5901.00 $ 29,505.00 98.35% B4 Unsuitable Foundation Excavation S Backfill Incl. Haul 370 CY $ 27.50 $ 10,175.00 38.30 $ 1,053.25 $ - 38.30 $ 1,053.25 10.35% 135 Shoring or Extra Excavation Class B for Water 2280D SF $ 1.00 $ 22,800.00 21925,00 $ 21,825.00 r $ - 1r 21825.00 $ 21,825.00 95.72% 66 Trench Backfill Incl. Haul 2060 CY 5 37-06 $ 76,960.00 2438.60 5 90,228.20: _ e $ - 1 2438.60 $ 90,228.20 117.24% B7 HMA CI 172" PG 64-22 340 TON $ 140.00 $ 47,600.00 467.24 5 65,413.60 ;: $ 1,445.00 - § $ - $ - 467,24 1445 $ 65,413.60 $ 1,445.00 137,42% 36.13% 88 Class 52 Ductile Iron Pipe for Water Main, 4 In. Diem. 40 LF S 100.00 S 4,000.00 . 14.45 09 Class 52 Ductile Iron Pipe for Water Main, 6 In. Diem. 86 LF S 100.00 $ 8,600.00 65.00 S 6,500.00 16 $ - ,,, 55-00 5 6,500.00 75,58% B10 Class 52 Ductile Iron Pipe for Water Main, 8 In. Diam. 183 LF $ 75.00 $ 13,725.00 73.40 $ 5,505.00 '.' 3 - 73.40 5 5,505.00 40.11% B11 Class 52 Ductile Iron Pipe for Water Main, 10 In. Diem. 26 LF $ 170.00 $ 4,420.00 39.00 $ 6,630.00 ` $ - i 39.00 S 6,630.00 150.00% B12 Class 52 Ductile Iron Pipe for Water Main, 12 In. Diem. 3423 LF $ 95.00 $ 325,185.00 - 3433.60 $ 326,192.00 $ $ - a 343360 5 326,192.00 100.31% 613 Connection to Existing Water Main 13 EA. $ 1,750.00 $ 22,750.00 :. 13.00 $ 22,750.00 j__ S t 13.00 884.00 21.00 $ 22,750.00 5 4,862.00 $ 5,886.00 100.00% 29,47% 52.50% 614 Additional Class 52 Ductile Iron Pipe Fittings for Water Main 3000 LB $ 5.50 $ 16,500,00 664.00 $ 4,862.00 $ - 815 Concrete tor Thrust Blocking 40 CY , $ 280.00 $ 11,200,00 21.00 $ 5,880,00 ,j $ - 616 Electronic Markers 130 EA $ 120.00 $ 15,600,00 91.00 5 10,920,00 e $ - i 91.00 $ 10,920.00 S 1,475.00 70.00% 100.00% 617 Gate Valve 4 In. 1 EA $ 1,475.00 $ 1.475.00 - 1.00 5 1,475.00 $ $ - 1: 1.00 616 Gate Valve 6 In. 1 EA 5 1,400.00 $ 1.400.00 , 1.00 $ 1,400.00 - $ - ; 1.00 5 1,400.00 100.00% 819 Gate Valve 8In. 4 EA $ 1,780.00 $ 7,120.00 '. 4.00 $ 7,120,00 7 S - 4.00 5 7,120.00 100.00% 820 Gate Valve 10 In. 1 EA I $ 2,350.00 S 2,350.00 1,00 $ 2,350.00: $ - a 1.00 $ 2,350.00 100.00% 821 Gate Valve 12 In. 29 EA $ 2,620.00 S 75,960.00 - 28.00 $ 73,360.00 i, S - 28.00 5 73,360,00 96.55% B22 Hydrant Assembly 13 EA $ 5,200.00 5 67,600.00 13.00 $ 67,600.00. S - - 13.00 $ 67,600,00 100.00% B23 Service Connection 314 In. Diem. 49 EA $ 1,685.00 5 82,565.00 ' 47.00 S 79,195.00 {, $- 47.00 $ 79,195,00 95.92% B24 Service Connection 1 In. Diem. 2 EA 5 2,550.00 $ 5,100.00 ' 2.00 5 5,100.00 , $ - 2.00 $ 5,100.00 100.00% B25 Service Connection 1.1/2" In. Diam. 1 EA 5 5,000.00 $ 5,000.00 - 1.00 5 5,000.00 i. $ 1.00 $ 5.000.00 100.00% B26 Service Connection 2" In, Diam. 3 EA $ 2,500.00 $ 7,500.00 4.00 $ 10,000.00 ¢ $ - 9 4.00 $ 10,000.00 133.33% B27 Service Connection 4" In. Diam, 1 EA $ 3,000.00 $ 3,000.00 1.00 S 3,000.00 i 5 - 1.00 $ 3,000.00 100.00% B28 Temporary Water Service 1 LS $ 30,000.00 $ 30,000.00 1.00 $ 30,000.00 g 5 - 1.00 $ 30,000.00 100.00% Subtotal Water Schedule B S 926,405.00 Sales Tax at 10% Water Schedule B $ 92,640.59 Net Payment Water Schedule B $ 1,019,045,50 $ 929,744.29 $ 92,974.43 $ 1,022,718.72 $ S S S 929,744.29 S 92,974.43 S 1,022,718.72 SEWER (SCHEDULE 6) B29 Remove Asbestos Cement Sanitary Sewer Force Main 2000 LF $ 25.00 5 50,000.00 -. 1409.00 $ 35,225.00 ; $ - 1409.00 5 35,225.00 70.45% 630 Shoring or Extra Excavation Class 6 for Sanitary Sewer 900 SF $ 2.00 5 1,800.00 _ 2148.50 $ 4,297.00 ; $ - s 2148.50 $ 4,297.00 236,72% 831 Adjust Sewer Manhole 9 EA $ 500.00 $ 4,500.00 - 9.00 $ 4,500.00 - 5 - dr 9.00 $ 4,500.00 100,00% 832 Replace Sanitary Sewer Frame and Lid 9 EA $ 500.00 $ 5,400.00 I 9.00 $ 5,400.00 S 9.00 S 5,400.00 100.00% B33 Sanitary Sewer Pipe 8 In. Diam, 60 LF $ 250.00 $ 15,000.00 - 70.45 $ 17,612.50: $ - 70.45 $ 17,612.50 117.42% 834 Temporary Sewer Bypass System 1 LS $ 7,000.00 $ 7,000.00 1.00 $ 7,000.00 _ e $ - $ 1.00 5 7,000.00 100.00% 835 Sanitary Sewer Television Inspection 1 LS $ 1,500.00 5 1,500.00: 0.75 $ 1,125.00 § $ 0.75 $ 1,125.00 75.00% 836 Sanitary Side Sewer 320 LF $ 120.00 $ 38,400.00: 169.50 $ 20,340.00 6 $ - .8 169.50 $ 20,340.00 52.97% B37 Sanitary Side Sewer Cleanout 16 EA" $ 650.00 $ 10,400.00 -. 3.00 $ 1,950.00 I.S - n` 3.00 S 1,950.00 16.75% auorotai newer 5cneeule E3 3 134,000.00 Sales Tax at 10% Sewer Schedule B S 13,400.00 Net Payment Sewer Schedule B $ 147,403.00 S 97,449.00 $ 9,744.95 $ 107,194.450 97,449.50 $ 9.744..95 $ 107,194.45 SCHEDULE B SUBTOTAL SCHEDULE B TAX TOTAL SCHEDULE B TOTALS $ 1,060,405.00 $ 106,046,60 $ 1,166,445.50 $ 1,027,193.79 $ 102,719.38 $ 1,129,913.17 $ 1,027,193.79 $ 102,719.38 $ 1.129.913.17 9B.R7Y FRANCHISE UTILITY IMPROVEMENTS (SCHEDULE C) Cl !Unexpected Site Changes EST 11$ 25,000.00 1 $ 25,000.00 8.381 $ 209,496.66 M - 8,381 $ 209.496.681 837,99% Item No. Description Current Contract Amount Previous Quantities Pay Estimate 24 ; Grand Total Plan Quantity Units Unit Price Contract Total Quantity Total Cost Quantity Total Cost Quantity Total Cost Percent CompletePercent C2 Adjust Gas Valve 6 EA $ 450.00 $ 2,700.00 7.00 $ 3,150.00 y $ - 7.00 $ 3,150.00 116.67% C3 Unsuitable Foundation Excavation Incl. Haul 230 CY $ 27.50 $ 6,325.00 0.00 $ - $ - 0.00 $ - 0.00% C4 Structure Excavation Class B Incl. Haul for Joint Utility Trench 4330 CY $ 38.00 $ 164,540.00 . 4153.50 $ 157,833.00 ? $ - 1. 4153.50 $ 157.833.00 95.92% C5 Shoring or Extra Excavation, Class B for Joint Utility Trench 20600 SF $ 1.00 5 20,600.00 29583.50 $ 29,583.50 ' 5 - t 29583,50 $ 29,583.50 143.61% C6 Joint Utility Trench Pipe Zone Bedding, Incl. Haul - Communications 320 CY r $ 37.00 $ 11.640.00 ,' 368.23 $ 13,624.51 yj $ - 368.23 $ 13,624.51 115.07% C7 Joint Trench Backfill, Incl. Haul - Communications 1000 CY $ 37,013 $ 37,000.00 - 1665.20 $ 61,612.40 ;(N $ - 't, 1665.20 $ 61,612.40 166.52% C8 Crushed Surface Base Course - Structures 430 TON i $ 3500 $ 15,050.00 40.50 $ 1,417.50 ;jy $ - 40.50 $ 1,417.50 9.42% C9 Joint Utility Trench Pipe Zone Bedding, Incl. Haul - SCL 410 CY $ 29.00 $ 11,890.00 r 257.80 5 7,476.20 $ - 257.80 $ 7,476.20 62.88% C10 Joint Trench Backfill, Incl. Haul - SCL 2246 CY $ 37.00 S 92,880.00 x'. 1682.70 $ 62,259.90 1 $ - t _ 1682.70 5 62,259.90 75.12% C11 High Strength FTB - SCL 470 CY $ 100.00 $ 47,000.00 '' 218.00 $ 21,800.00 '. $ - t 216.00 5 21.500.00 46.38% C12 CLF - SCLStructures 230 CY $ 100.00 $ 23,000,00 109.00 $ 10,900.00 ` $ - 10.9.00 $ 10,900.00 47.39% C13 Resolution of Utility Conflicts for Joint Utility Trends 1 EST $ 25,000.00 $ 25,000.00 - 1.03 5 25,820.10 " $ - 1.03 $ 25,920,10 103.28% C14 Conduit, 3 In. Diam. - SCL LIGHTING ICO #03, .330 LF) 0 IF $ 16.00 $ - _ 0.00 $ - _ $ - 0.00 5 - 0.00% C15 Conduit, 3In. Diam. -SCL 2600 LF $ 18.00 $ 46,800.00 1823.00 5 32,814.00 5 - r. 1823.00 $ 32,814.00 70.12% C15 MOH Conduit, 3In. Diam. - SCL MATERIAL ON HAND 0.00 5 0.00 $ - 0.00 $ 0.00 0.00% C16 Conduit, 4In. Diem. -SCL 12400 LF $ 21.00 $ 260,400.00. 10987.50 $ 230,737;50 ' $ - 10967.50 $ 230,737.50 88.61% C16 MOH Conduit, 4 In. Diam. - SCL MATERIAL ON HAND _ 0.00 $ - $ - 0.00 $ - 0.00% C17 Street Lighting Conduit Bend, 3In, Diem. - SCL (CO #53, -24 EAI 0 EA $ 389.00 $ - 0.00 5 - i $ - 0.00 $ - #DIVIDI C18 Primary Conduit Bend, 4 In. Diam. - SCL 66 EA $ 390.00 3 25.740.00 ? 76.00 5 29,640.00 A $ - 4 76.00 $ 29.640.00 115.15% C18 MOH Primary Conduit Bend, 4 In. Clam. - SCL MATERIAL ON HAND 0.00 $ {0.00) $ - 0.00 $ (0.00) 0.00% C19 Secondary Conduit Bend, 4In. Diam. -SCL 105 EA 5 500.00 $ 52,500.00'. 115.00 $ 57,500.00 : $ - a 115.00 $ 57,500.00 109.52% C19 MOH Secondary Conduit Bend, 4 In, Diam. - SCL MATERIAL ON HAND 0.00 $ - I $ - 0.00 $ - 0.00% C20 Service Conduit Bend, 3 In. Diam. - SCL 164 FA $ 400.00 5 65,600.00 73.00 $ 29,200.00 i $ - 73.00 $ 29,200.00 44.51% C20 MOH Service Conduit Bend, 3 In. Diam. - SCL MATERIAL ON HAND 0.00 s - $ - 0.00 5 - 0.00% C21 Install Conduit, 2 In. Diam. - CENTURVLINK 2200 _LF 5 5.25 $ 11.550.00 '. 1631.00 $ 6,562.75 ? $ - 1631.00 $ 8,562.75 74.14% C22 Install Conduit, 4 In. Diam, - CENTURVLINK 7400 LF 5 7.30 5 54,020.00 7777,00 $ 56,772.10 $ 7777.00 $ 56,772.10 105.09% C2.3 Install Conduit, 2 In. Diam. - COMCAST 2000 LF 5 5.25 $ 10,500.00. 1569.00 $ 8,237.25 5 - tij 1569.00 $ 8,237.25 79.45% C24 Install Conduit. 4 In. Diam. - COMCAST 6500 IF $ 7.30 $ 47,450.00 ' 6382.00 $ 46,568,60 (. $ - 6382.00 $ 46,568.60 98.18% C25 Conduit Riser -SCL 10 EA $ 1,360.00 $ 13,600.00 12.00 $ 16,320.00 it $ - 12.00 $ 16,320.00 120.00% C26 ConduitRiser- CENTURYLINK 7 EA $ 850.00 $ 5,950.00 7.00 $ 5,950.00 - $ - ,. 7.00 $ 5,950.00 100.00% C27 ConduitRiser- COMCAST B EA $ 850.00 $ 6,800.00 8.00 $ 6,800.00 1 $ - * 8.00 5 6,600.00 100.00% C28 Core Drill Existing Vault - CENTURYLINK 2 EA $ 415.00 $ 830.00 , 2.00 $ 830.0D . $ - 4 2.00 $ 830.00 100.00% C29 Core Drill Existing Vault - COMCAST 2 EA $ 415.00 $ 830.00 0.00 $ - y $ - 4 0.00 $ - 0.00% C30 Utility Structure, SCL Type 3 Handhole (CO #03, -Z EAI 0 EA $ 2,500.00 $ - 0.00 $ - i $ - J 0.00 $ - 801V101 C31 Utility Structure, SCL 233 -LA Handhole 13 EA $ 2,600.00 $ 33,800.00 13.00 $ 33,800.00 ! $ - A 13.00 $ 33,600.00 100.00% C32 Uliiity Structure, SCL 504 -LA Handhole 3 EA $ 4,850.00 $ 14,550.00 3.00 $ 14,550.00 ', $ - 3.00 $ 14,550.00 100.00% C33 Utility Structure, SCL 577 -LDA Vault 5 FA $ 8,500.00 $ 42,500.00 5.00 $ 42,500.00 ; 5 - r. 5.00 $ 42,500.00 100.00% C34 Install Utility Structure, CENTURYLINK 264 -TA Vault 1 EA $ 330.00 $ 330.00 2.00 $ 660.00 $ - t2.00 $ 650.00 200.00% C35 Install Utility Structure, CENTURYLINK Pedestal 11 EA $ 20000 $ 2,200.00 ;< 7.00 $ 1,400.00 $ - % 7.00 $ 1,400.00 63.64% C36 Install Utility Structure, CENTURYLINK 467 -TA Vault 6 EA $ 33000 $ 1,580.00 6.00 $ 1,980.00 'i $ - 6.00 $ 1,980.00 100.00°/ C37 Install Utility Structure, CENTURYLINK 3048 Vault 5 EA $ 430.00 5 2,150,00 5.00 5 2.150.00 $ - 5.0D $ 2,150.00 100.00% G30 Install Utility Structure, CENTURYLINK 1730 Hand Hole 1 EA 5 430.00 $ 430,00 ' 2.00 5 860.00 X $ - 1 2.0D $ 860.00 200.00% C39 Install Utility Structure, CENTURYLINK 3x5' Vault 1 EA 5 43060 $ 430,00 1.00 5 430.00 4, $ - , 1.09 $ 430.00 100.00% 040 Install Utility Structure, COMCAST 2436 Vault 1 EA $ 200.00 5 200.00 1.00 $ 200.00 k $ -1.00 $ 200.00 100.00% C41 Install Utility Structure, COMCAST 1419 Vault 5 EA 5 80.00 5 300,00 1.00 5 60.00 'S $ - t 1.00 $ 60.00 20.00% C42 Install Utility Structure, COMCAST 3046 Vault 8 EA $ 330.00 $ 2,640.00 �p L 9.00 $ 2,970.00 g, $ - 9.00 $ 2,970.00 112.50% C43 Install Utility Structure, COMCAST 1730 Vault 6 EA $ 200.00 $ 1,200.00 10.00 5 2,000.00 i $ - 10.00 $ 2,000.00 166.67% C44 Install Utility Structure, COMCAST Pedestal 2 IA $ 200.00 $ 400.00 ' 0.00 $ - v $ - 0.00 $ - 0.00% C45 Install Utility Structure, COMCAST 2436 Intercept Vault 1 EA $ 200.00 $ 200.00 . 2.00 $ 400.00 4 $ - ! 2.00 5 400.00 200.00% C46 Install Utility Structure, COMCAST 1419 Intercept Vault 1 EA $ 650.00 5 650.00 1.00 $ 650.00 ± $ - i' 1.00 5 650.00 100.00% C47 Install Utility Structure, COMCAST 3x5' Intercept Vault 1 EA $ 430.00 $ 430.00 - 0.00 $ - T $ - 0.00 $ - 0.00% C46 Conduit, 3 In. Diem. - SCL Private Service 1400 LF $ 18.00 $ 25200.00 I 1467.50 $ 26.415.00 °; $ - a 1467.50 $ 28,415.00 104.82% C49 Install Conduit, 2 In. Diam. - CENTURYLINK Private Service 1600 LF S 7.30 5 11,680.00 -: 1652.00 $ 12,059.60 ;; $ - t- 1652.00 $ 12,059.60 103.25% C50 Install Conduit, 2In. Diam. - COMCAST Private Service 1600 LF $ 7.30 $ 11,680.00 „ 1552.00 $ 11,329.60 ". $ - 1552.00 $ 11,329.60 97.00% C51 13951 53rd Ave S, Service Conversion 1 L5 $ 3.600.00 $ 3,600.00 '. 1.00 5 3,600.00 .} $ - 1.00 $ 3,600.00 100.00% C52 13959 53rd Ave S. Service Conversion 1 LS $ 3,600.00 $ 3,600.00 1.00 $ 3,600.00 i( $ - ' 1.00 $ 3,600.00 10000% C53 5215 S 142nd St, Service Conversion 1 LS $ 3,600.00 $ 3,600.00 •: 1.00 $ 3,600.00 49 $ - ry 1.00 $ 3,600.00 100.00% C54 14205 53rd Ave 5, Service Conversion 1 LS $ 3,600.00 $ 3,600.00 1.00 $ 3,600.00 $- { 1.00 $ 3,500,00 100.00% C55 14207 53rd Ave 5, Service Conversion 1 LS $ 3,600.00 $ 3,600.00 7 1.00 5 3,600.00 r, $ - _ 1.00 5 3,600,00 100.00% C56 14219 53rd Ave 5, Service Conversion 1 LS $ 3,600.00 $ 3,600.00 1.00 $ 3,800.00 it $ - 1.00 $ 3,600.00 100,00% C57 14225 53rd Ave S, Service Conversion 1 LS $ 3.600.00 5 3,600.00 -' 1.00 $ 3,600.00 4 $ - i 1.00 $ 3,500.00 100.00% C5B 14231 53rd Ave S, Service Conversion 1 _ L5 $ 3.600.00 $ 3.60000 ": 1.00 5 3.600.00 4 $ - 't 1.00 $ 3,600.00 100.00% C59 14239 53rd Ave S. Service Conversion 1 L5 S 3.600.00 S 3,600.00 '. 1.00 $ 3,600.00 g,'. $ - � 1.00 $ 3,600.00 100.00% C60 14241 53rd Ave S. Service Conversion 1 L5 S 3,600.00 $ 3,600.00 ; 1.00 $ 3,600.00 ''t $ - A 1.00 $ 3,600.00 100.00% C61 14247 53rd Ave S, Service Conversion 1 LS S 3,600.00 $ 3,600.00 1.00 $ 3,600.00 a 5 - ? 1.00 $ 3,600.00 100.00% C62 14255 53rd Ave S, Service Conversion 1 LS $ 3,600.00 $ 3,600.00 1.00 $ 3,600.00 <f $ - j. 1,00 $ 3,600.00 100.00% C63 14261 53rd Ave 5, Service Conversion 1 LS $ 3,600.00 $ 3,600.00 •. 1.00 $ 3,600.00 ;= $ - 1.00 $ 3.600,60 10000% C64 5218 53rd Ave S, Service Conversion 1 LS $ 3,600.00 $ 3,600.00 1.00 $ 3,500,00 ", $ - i 1.00 $ 100 100.00% C55, 13726 53rd Ave 5, Service Conversion 1 LS $ 3,600.00 $ 3,600.00 c 1.00 $ 3,600.00 i $ - 1.00 �O $ 06.00 140.00% 5 29,000,00 $ 2,900,00 $ 31,900,00 $ $ 29,000.00 $ 2,900.00 $ 31,900.00 Item No. C66 Description 13738 53rd Ave S, Service Conversion 1 Current Contract Amount Previous Quantiles 3 Pay Estimate 24 100 Grand Total Plan Quantity 1 Units LS Unit Price 5 3,600.00 Contract Total $ 3,600.00 Quantity 1.00 Total Cost S 3.600.00 Quantity Total Cost $ - i., tl Quantity E^, 1.00 Total Cost $ 3,600.00 Percent Com • tete 100.00% C67 13744 53rd Ave S, Service Conversion $ 1 LS $ 3,600.00 $ 3.600,00 1.00 $ 3,600.00 LS $ - $ 26,430.00 , Q r r s 3,600.00 100.00% 068 13902 53rd Ave S. Service Conversion 5 28,430.00 1 LS $ 3,600.00 $ 3.600.00 1,00 $ 3.600.00 5, $ - $ 125,554.46 • M 1.00 $ 3,600.00 100.00% C69 13910 53rd Ave 5, Service Conversion C01-05 1 LS 5 3,600.00 $ 3,600.00: 1.00 $ 3,600.00 ! $ - $ - u 1.00 $ 3,600.00 100.00% C70 13924 53rd Ave 5, Service Conversion 1 1 LS $ 3,600,00 5 3,600.00 100 $ 3,600.00 S - $ - 5 43,4 Q 1.00 $ 3,600.00 100.00% C71 14004 53rd Ave S. Service Conversion $ 8.460.00 1 LS $ 3.600.00 $ 3,600,00 1.00 $ 3,600.00 a 5 6,4660.0 0.000 $ - C01-08 N 1.00 $ 3,600.00 100 00% C72 14910 53rd Ave S, Service Conversion 1.00 1 LS $ 3.600.00 $ 3,600.00 1.00 $ 3,600.00 C01-09 $ - 1 M 1.00 $ 3,600.00 100.00% C73 14026 53rd Ave S. Service Conversion _ 1 LS 5 4,500.00 5 4,500.00 '" 1.00 $ 4,500.00 i 1 $ - El 1.00 $ 4,500.00 100.00%. C74 14030 53rd Ave S. Service Conversion 1 LS $ 3.600.00 $ 3,600.00 1.00 5 3,600.00 e $ - r 1.00 $ 3,600.00 100.00% C75 14038 53rd Ave S, Service Conversion 100,00% 1 L5 $ 3,600.00 $ 3,600.00. 1.00 $ 3,600.00 ;I 5 - El 1.00 $ 3,600.00 100.00% C76 14036.5 53rd Ave S, Service Conversion 1 LS $ 4,500.00 $ 4,500.09 1.00 $ 4,500.00 �'4 5 - El _ 1.00 $ 4,500,00 100.00% C77 13970 53rd Ave S. Service Conversion 1 LS $ 3,600.00 5 3,600.09 % 1.00 $ 3,600.00 it S - In 1.00 $ 3,600.00 100.00% C78 14108 53rd Ave S, Service Conversion 1 LS $ 3,600.00 5 3,600.00 . 1,00 $ 3,600.00 a $ - 1.00 $ 3,600,00 100.00% C79 14128 53rd Ave 5, Service Conversion 1 LS 5 3,600.00 $ 3,600.00 " 1,00 $ 3,600.00 a $ - E 1.00 $ 3,600.00 100.00% C80 14202 53rd Ave 5, Service Conversion 1 LS 5 3,600.00 $ 3,600.00 ' 1,00 $ 3.600.00 9 5 - d 1.00 $ 3.600.00 100.00% C81 14210 53rd Ave S, Service Conversion 1 LS $ 3.600.00 5 3,600.00 1.00 3 3,600.00 C $ - M 1.00 $ 3,600.00 100.00% 082 14218 53rd Ave 5, Service Conversion i LS $ 3.600.00 $ 3,600.00 •. 1.00 $ 3,600.00 is. $ - ® 1.00 $ 3,600.00 100.00% C83 14234 53rd Ave S. Service Conversion 1 LS $ 3,600.00 5 3,600.00 1.00 $ 3,600.00 5 - ® 1.00 $ 3,600.00 100.00% C64 14250 53rd Ave 5, Service Conversion 1 LS 5 3,600.00 $ 3,600.00 - 1.00 $ 3,600.00 _ $ - @,I 1.00 $ 3,600.00 100.00% C85 14258 53rd Ave 5, Service Conversion 1 LS _ 5 3,600.00 $ 3,600.00 , 1.00 $ 3,600.00 7. 5 - ® 1.00 $ 3,600.00 100.00% C86 14264 53rd Ave 5, Service Conversion 1 LS $ 3,600.00 $ 3,600.00 -:. 1.00 $ 3,600.00 .. $ - ® 1.00 $ 3,600,00 100.00% C87 14272 53rd Ave 5, Service Conversion 1 LS 5 3,600.00 $ 3,600.00 . 1.00 $ 3,600.00 $ - N 1.00 $ 3,600.00 100.00% C88 Service Conversion, Pr • •e Restoration 400 604, -530,000) 1 EST $ 30,000.0D $ 30,000.00. 0.49 $ 14,778.08 - P 0.49 $ 14,778.06 49.26 C89 Franchise Utility Coordination 1 L5 $ 6,660.00 $ 6,660.00 0.95 $ 6,327.00 i 5 - E,) 0.95 $ 6.327.00 95.00% C90 Temporary Utility Pole Support 4 EA $ 1000.00 $ 4,000.09 4.00 $ 4,000.00 It Q 4.00 $ 4,000.00 100.09% Subtotal Fran hese UUhty Improvements Schedule C $ 1,404,005,09 Sales Tax at 10% Franchise Utility Improvements Schedule C 5 140,400.50 Net Payment Franchise Utility Improvements Schedule C 5 1,544.405.50 CHANGE ORDER 01 SCL JUT AND VAULTS (Franchise Utility Improvements Schedule Cl $ 1,449,445.25 5 144,944.54 $ 1,594,389.79 $ $ 1,449,445.25 $ 144,944.54 3 1,594,389.79 C01-01 Scope 01 - Vault Removal and Reinstallation 1 LS 5 33,573,27 5 33,573.27 100 $ 33,573.27 4 $ - 1 5 60,755.28 100.00 C01-02 Scope 02 - Furnish and Install Risers and Set Slope Riser to Finish Grade 1 LS $ 60,755,88 S 60,755.66 1.00 $ 60,755.88 `1.00 $ 1.00 $ 60,755.88 100.00%% C01-03 Scope 03- Demobilization from. the Site end Remobilizarion to the Site 1 LS $ 28,430.00 $ 26,430.00 , 1.00 5 28,430.00 S - 7y 1.00 5 28,430.00 100.00% C01-04 Scope 04 - Standby for Equipment and Trailers Onsite during the Delay 1 LS $ 125.554.46 5 125,554.46 1.00 $ 125,554.46 • S - g 1.00 5 125,554.46 100.00% C01-05 Scope 05 • Crossings from Vaults to Mainline JUT Field Eng. and Exc. 1 LS $ 90..113.08 $ 90,113.06 1.00 $ 90,113.08. $ - 2 1.00 5 90,113.06 100.00% C01-06 Scope 07 - Traffic Control for Extra Work 1 LS $ 43,615.31 $ 43,615.31 1.00 $ 43,615.31 S - # 1.00 5 43,4 100.0fl % C01-07 Scope 08 - SurveylEng'iing Associated wl relocating vaults and hand holes 1 LS $ 8.460.00 5 8,460.00 - 1.00 $ 8,460.00 $ S 1.00 5 6,4660.0 0.000 900.00% C01-08 Scope 09- Acceleration Time for Time Lost 1 LS $ 59,670.72 $ 59,870.72 :: 1.00 $ 59,870.72 P. $ - jal, 1.00 $ 59,870.72 100,00% C01-09 Scope 11 - Bends, Rigid Pipe and Couplers 1 1.5 $ 71,982.70 $ 71,962.70 ' 1.013 $ 71,962.70 _ $ - 3 1.00 $ 71,962.70 100.00% CO1-10 Scope 15 -Temporary Patch and Removal of Waterline 1 L5 $ 12,908.23 5 12,908.23 1.00 $ 12,906.23 _.. $ - $ 12,908.23 100.00% C01-11 Scope 16 -Water Trunk During Delay 1 LS $ 9,419.45 $ 9,419.45 , 1.00 $ 9,419.45 $ - k1.00 1.00 $ 9,419.45 100,00% Subtotal Change Order 01 Franchise Utility Improvements Schedule C $ 544,863.10 Sales Tax at 10% Fran hise Utility Improvements Schedule C $ 54,486.31 Net Payment Change Order 01 Franchise Utility Improvements Schedule C $ 599,349,41 CHANGE ORDER 05 PSE Conduits and Services (Franchise Utility Improvements Schedule C $ 544,863.10 5 54,486.31 $ 599,349.41 $ 544,883.10 $ 54,486.31 $ 599,349.41 C05-01 PSE Power 4in Conduit 150 LF $ 100.00 5 15,000.09 -. 160.00 $ 16,000.00 '. $- 1 160.00 $ 16,000.00 106.67% C05-02 PSE Power 3in Conduit 150 LF $ 100.00 5 15,000.00 130.00: 5 13,000,00 $ - 130.00 $ 13,000.00 66.67% ouomrai a.nange uroer ua rranenise unary improvements scneaule e S 30.000.00 Sales Tax at 10% Franchise Utility Improvements Schedule C 5 3,000.00 Net Payment Change Order 05 Franchise Utility Improvements Schedule C $ 33,000.09 SCHEDULE C SUBTOTAL SCHEDULE C TAX TOTAL NET SCHEDULE C TOTALS $ 1,976,888.10 $ 194,886.81 5 2,176,754.91 $ 2,023,308.35 $ 202,330.85 $ 2,225,639.20 $ 2,023,306.35 $ 202,330,85 $ 2,225,639.20 102,25%. Total (Schedule A + Schedule B + Schedule C) RETAINAGE (pretax) PAYMENT TO CONTRACTOR $ 6,587,002.18 $ 6,727,574.01 3 321,126.19 $ 6,406,447.82 $ 21,964.12 5 1,098.21 5 20,865.91 $ 6,749,538.13 102.47% $ 322,224.40 $ 6,427,313.73 39 SCI Job 1801 Final Contract Voucher Certificate Contractor SCI Infrastructure Street Address 2821 S 1540 Street City SeaTac State WA Zip 98188 Date 3/29/2021 City Project Number 9991110301 Federal-Ald Project Number N/A Contract Title 53rd Ave S, (S 137th St — S 14401 St) Date Work Physically Completed March 8, 2021 Final Amount $6,749,538.13 Contractors Certification I, 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 employee 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 1 may have, arising out of the performance of said contract, which are not set forth in said estimate, MARK SCOCCOLO Notary Public State of Washington Commission Number 77589 My Commission Expires February 17, 2025 ontra ; — ulh. ized Signature Required Jennifer Seoccolo Printed Signature Name Subscribed and sworn to before me this 30th day of March 20 21 X Z. Notary Public in and for the State of Washington Residing at Lake Tapps Owner Certification I, certify the attached final estimate to be based upon actual measurements, and to be true and correct. Project Engineer / Project Administrator Approved Date X Public Works Director 42 40