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Home My Public Portal About2023-106 Resolution Authorizing Contractor's Application for Payment #2 for the City Hall Parking Lots Reconstruction ProjectRESOLUTION 2023-106 Resolution Authorizing Contractor's Application for Payment #2 for the City Hall Parking Lots Reconstruction Project WHEREAS, MSA Professional Services has prepared Pay Application #2 for the City Hall Parking Lots Reconstruction Project; and, WHEREAS, MSA Professional Services confirms that the unit costs included in Pay Application #2 are reasonable and substantiated; and, WHEREAS, MSA Professional Services recommends payment to KE Flatwork in the amount of $95,399.81; and, WHEREAS, the funding sources for this action are: 13.6% - #301-650-6499 - Capital Improvement Funds, City Hall & General Buildings, Other Contractual Services 86.4% - #301-150-6499 - Capital Improvement Funds, Fire, Other Contractual Services NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Riverdale, Iowa, that: Section 1: Pay Application #2 is approved. $ 12,974.37 $ 82,425.40 $95,399.81 Section 2: The Mayor is authorized and directed to sign Pay Application #2 dated October 21, 2023, in the total amount of $95,399.81. Section 3: The Clerk is directed to pay KE Flatwork $95,399.81 for Pay Application #2. Passed and approved this 14th day of November 2023. APPROVED: ATTEST: at 'iv\ Anthony Heddlesten,- Mayor Kelly Krell, CI \COLV- City of Riverdale, Iowa 110 Manor Drive, Riverdale, Iowa 52722 1 (563) 355-2511 1 www.riverdaleia.org Contractor's Applic ati on For Payment No. 2 To (Owner): City of Riverdale Application P eriod: 9/06/2022 - 10/30/2023 Application Date: 10/21/2023 Project: Riverdale City 114 Parking Lots Replacement From (C ontractor): KE Flatwork Notice to Proceed Date: July 11, 2023 Contract: Riverdale City Hall Parking Lots Replacement Via (Engineer) MSA Professional Services Own er's Con tract No .: N/A Contract or's Project N o.: E ngineers Project No.: 10876102 Application for Payment Change Order S ummary Approved Change Orders Number A dditions Deductions 1 $17,000.00 TOTALS NET CHANGE BY CHA NGE O RDERS $17,000.00 $0.00 $17,000.00 Con tr actor's Ce rtification The undersigned Co ntracto r certifies that: (1) all previous progress payments re ceived from Owner on account of Work done un der the Contract hav e been applied on account to discharge Contractor's legitimate obligations incurred in conne ction with Work cov ered by prio r A pplications for Payme nt; (2) title of all Wo rk, materials an d equipment incorporated in said Wo rk or o therwise listed in or covered by this A pplication for Payment will pass to O wner at time of payment free and clear of all Liens, security interests and encu mbrances (except such as are covered by a Bond acce ptable to Owner indemnifyin g Own er aga in st any such Liens, secu rity interest ow encumbrances); and (3) all Work covered by this A pplicatio n for Payment is in accordan ce with the Co ntract Do cuments and is not defective. D ate: 10-31-23 1. ORIGINAL CONTRACT PRICE 2. Net change by Change Orders 3. CU RRENT C ONTRACT PRICE (Line 1 ±2) 4. T OTAL COMPLE TED AN D STORE D TO DATE (Column G on Progress Estimate) 5. RET AINAGE: a. 5 % x 5348,739.85 Work C ompleted b. % x S Stored Materi al c. T otal Retai nage (Li ne 5a + Line 5b) 6. AMOUNT ELI GIBLE TO D ATE (Line 4 - Line 5c) 7. LESS PREVIOUS PAYMENTS (Li ne 6 from prior Applic ation) 8. AMOUNT DUE THIS APPLIC ATION 9. BALANCE TO FINISH, PLUS RETAINAGE (Col umn I on Pr ogr ess Estimate + Li ne 5 ab ove) Pa yment of: is recommended by: Paymen t o f: is approved by: A pproved by: $95,399.81 (Line 8 or other attach explanatio n of other amount) $95,399.81 her - attach explanation of other amo unt) ( Own er) Funding Agency (if applicable) s $ 375,957.25 17 .000.00 392,957.25 350,139.85 17,506.99 17,506.99 332,632.86 237,233.05 95.399.81 42 ,817.40 October 31, 2023 (Date) ///Wfz3 (Date) (Date) EJC DC No . C-620 (2007 Editio n) Prepa red by the Engine ers' Join t Con tract Docu ments Committee an d endorsed by the Associated General Con tractors of A merica and the Construction Specificatio ns Institute. Page 1 of 4 00 62 76-1 Progress Estimate For (con tract): CIT Y HALL PAR KI NG LOTS REPLACEMENT Application Number 2 Applic ation Period: 9/00/2023 - 10,30/2023 Application Date: 10/31/2023 `A 0 C D 0 F G 11 I Item QUANTITY SI]EET I Bid Quantity Unit Price Bid Value Work Completed Materials Presently Stored (not in C or D) Total C ompleted and Stored to Date Balance to I mish (S - G) Bid Item No. Description From Previous Applicati on Quantity this Period Value this Application $ (C -, E . F) oA 1G/131 �. .. N w CO '0 9C J P to A W N— O r '7 CC J CT LA A w N p ` fl oo J T w A w SAWCUT BREAKOUT LINE (PCC, 8") 44 510.00 S440.00 5400.00 50 .00 S400 .0() 90.91% 540 .00 SAWCUT BREAKOUT LINE (PCC, 7,75 ") 197 510.00 51,970 .00 5400.00 96.00 5960 .00 51,360 .00 69.04 % 5610.00 SAWCUT BREAK OUT LINE (PCC, 5 ") 78 510 ,00 S780.00 5600.00 $0.00 5600.00 76 .92% 5180.00 SAWCUT BREAKOUT LINE (PCC SW, 4.5 ") 24 510 .00 5240 .00 5190.00 5.00 550.00 5240.00 100.00% 50 .00 SAWC UT T REE ROOT, 24" DEEP 20 520.00 5400.00 5300.00 50.00 5300 .00 75.00% 5100.00 PAV'T REMOVAL (PCC, 8") 9 515.00 5135 .00 50 .00 50.00 50 .00 0 .00% 5135 .00 PAV'T REMOVAL(PCC, 7.75") 711 515.00 510,665.00 55,910.00 310.00 54,650.00 510,560.00 99.02% 5105.00 PAV'T REMOVAL (PCC, 5" ) 1,209 $15 .00 518 ,135.00 518,060.00 50 .00 518,060 .00 99 .59% 575.00 REMOVE HMA RAMP 71 510.00 5710.00 5260.00 45.00 5450.00 5710 .00 100.00% 50.00 SW REMOVAL, PCC 160 $15.00 52,400.00 52 ,100.00 32.80 $492.00 $2,592 .00 108 .00% -5192.00 NOSING REMOVAL 60 540.00 52,400.00 $960 ,00 36.00 51,440.00 52,400.00 100.00% $0.00 STA IRWAY AND STAIR RAIL REMOVAL 1 5250 .00 5250.00 1 .00 5250.00 5250.00 100 .00% $0.00 THRESHOLD RECONST RUCTION 60 550 .00 53,000.00 51,200.00 36.00 51,800.00 53 ,000.00 100 .00% 50.00 CLASS 10 EXCAVATION 431 $25.00 510,775 .00 58 ,975.00 72 .00 51,800.00 510,775 .00 100 .00% 50 .00 REMOV E PA VERS 5 550.00 5250.00 $250 .00 50.00 5250.00 100.00% 50.00 REMOVE EXT'G HANDICAP SIGNS AND POSTS 2 5350.00 5700.00 2.00 5700 .00 5700.00 100.00% 50.00 REMOVE BIKE RACK 1 5150.00 5150 .00 5150.00 50.00 5150.00 100 .00% 50 .00 LANDSCA PE STO NE EDGING REMOVE 71 510 .00 5710.00 5710.00 50,00 5710.00 100.00% 50.00 LANDSCAPE AGGREGATE REMO VE 17 520.00 5340.00 5340.00 $0.00 5340.00 100.00% 50.00 LADNCAPE WO OD EDGING REMOV E 5 5100.00 5500.00 5 .00 5500.00 5500.00 100.00% 50.00 TRAFFIC CO NTROL 1 52,500.00 52,500.00 51250 .00 0 .50 $1,250,00 52,500.00 100.00% 50.00 STORM SEWER, 10" 364.25 555.00 $20,033 .75 511,550.00 154.25 58,483.75 520,033.75 100.00% 50.00 D OWNSPOUT CONNECTIONS 6 51, 500.00 59,000.00 56,750.00 0 .50 5750.00 57,500.00 83.33% 51 ,500.00 DRA INA GE INTAK E MODIFICATIONS 1 52, 500.00 $2,500 .00 52,500.00 50.00 52,500.00 100.00% 50.00 SW -12 A REA INTAK E (18" DIA) 2 53,500.00 57,000 .00 53,150.00 1.10 53,850.00 57,000 .00 100.00% 50.00 GRATE TYPE 3A 1 5500.00 5500.00 1.00 5500.00 5500 .00 100.00% 50.00 GRATE TY PE 4A I 5500.00 5500.00 1 .00 5500.00 5500 .00 100.00% 50.00 LANDIN G DRAIN i 53,000.00 $3,000.00 1.00 53,000.00 53,000.00 100 .00% 50.00 ELECTRICAL CONDUIT, 3" 75 520. 00 51,500.00 51,500.00 50.00 51,500.00 100.00% 50 .00 TR ENCH BACKFILL 78 530.00 52,340.00 51 .25 51,537.50 51,537.50 65.71% $802.50 ENGINEER ING FA BR IC 515 $6.00 53,090. 00 $3,090.00 S0.00 53,090.00 100 .00% 50.00 GRA NULAR SUBBASE 773 530.00 523,190.00 512,270.00 364 .00 510,920.00 523,190 .00 100 .00% 50.00 ABUTTING PAVEMENT JOINT RIGID TIE, DRILLED 184 510. 00 51,840.00 5240.00 50.00 5240.00 13 .04% 51,600.00 SUBTOTAL 5131.943.75 583,105. 001 S43,883.25 5126 .988 ,25 54.955 .50 Contractor's Application 2 EJCDC No. C-620 (2007 Edition ) Prepared by the En gineers' Join t Con tract Docu ments Committee and en dorsed by the Asso ciated General Contractor s of America and the C on struction Specifications institute . Page 2 of 4 00 62 76-2 Progress Estimate Contractor's Application 2 For (contract): CI TY H ALL PARKING LOTS REPLACE MENT Application Number . 2 Application Period: 9/06/2023 - 10/30/2023 Appli cation Date: 10130!2023 A B C 1 D E F G 11 I Item QUANTITY SHEET 2 Bid Unit Bid W ork C ompleted Materials Presently Total Complet ed and Stored to Date Balance to Fi nish Bid Item Description p Quantity Price Value From Previous Quantity this Value this Stored � No. Application Period Application (n ot in C or 0) (C + E 4 F) (G / 13) (B - G) 34 MODIFIED TYPE E E XPANSI ON 129 510.00 51,290.00 129.00 51,290 .00 51,290 .00 100.00% $1,289.00 JOINT, 6. 5" PAV'T 35 MO DIFIED TYPE E EXPANSION 63 510 .00 5630 .00 5630 .00 $0.00 5630.00 100.00% 50 .00 JOINT, 6" PA V'T 36 ISOLATION JOINT 337 5I0 .00 53 ,370 .00 52,260 .00 111.00 51,110 .00 53 ,370.00 100 .00 % 50.00 37 PCC PAVEMENT W/INTEGRAL CURB, 80 9 5100 .00 5900 .00 50.00 50.00 0.00% 5900.00 38 PCC PA VEMEN T W/INTEGRA L CURB, 6.5" 716 572.00 $51,552.00 525,776.00 358.00 $25,776.00 551,552 .00 100 .00% 50 .00 39 PCC PAVEMENT W/IN TEGRAL CURB, 6.0" 1,291 572.00 592,952 .00 589,568.00 50.00 589,568 .00 96.36% 53,384.00 40 PCC SIDEWALK, 4. 5°' 119 572.00 58,532 .00 56,552.00 27 .50 51,980 .00 58,532 .00 100.00% 50.00 41 PCC SIDEWALK, 6" 12 $100.00 51,200 .00 0.00 50.00 50.00 0 .00% $1,200.00 42 SIGN PO ST SLEEVE 1 5250.00 S250 .00 50 .00 50.00 0 .00% 5250.00 43 2' X 2' CONCRETE PA D 1 5250.00 5250.00 1.00 5250.00 5250.00 100.00% 50.00 44 TYPE D CURB 1 $1,000.00 51,000 .00 51,000.00 50.00 51 ,000.00 100.00% 50.00 45 STA IRWA Y 1 56,000.00 56,000 .00 1,00 56,000.00 56,000 .00 100.00% 50.00 46 FURNISH AND INSTALL STAIRWAY 1 52, 500.00 52,500.00 1.00 52,500.001 $2,500.00 100 .00% 50.00 RAILING 47 STAN DAR D CURB, 6" 516 $35.00 $18,060.00 517,325.00 21 .00 5735 ,00 $18,060 .00 100 .00% 50.00 48 4" SLO PE CURB 137.5 $35.00 54,812.50 $3,934 .00 25.10 5878 .50 54,812 .50 100.00% 50.00 49 DROP CURB AND SW 6 530.00 $180.00 5180 .00 50.00 5180.00 100 .00% 50 .00 50 DRIVEWA Y DROP CURB 36 530.00 51,080.00 51,080 .00 50 .00 $1 ,080.00 100.00% 50.00 51 DRIVEWAY DROP CURB SPECIAL 32 530.00 5966. 00 5720 .00 50,00 5720 .00 74 .53% $246.00 52 SAWCUT CO NTRACTION JO INT 2,517 $2.00 $5,034. 00 $4,014 .00 462 .50 $925 .00 $4,939.00 98 .11% 595 .00 53 A DA DETECTABLE WA RNING 12 $50.00 $600.00 5600.00 $0.00 5600.00 50.00 54 TOPSOIL. 38 550. 00 $1,875. 00 38.00 $1,900.00 51,900.00 101 .33% -525 .00 55 SEEDINGTYPE6 2, 800 50.50 51,400. 00 2,800.00 $1,400.00 51,400.00 100.00% 50.00 56 LANDSC APE STONE EDGING 71 $25.00 51,775. 00 51,775. 00 50.00 51,775.00 100 .00% 50.00 57 RESTORATION OF LANDSA PE 17 525.00 5425.00 50.00 50 .00 0 .00% 5425.00 AGGREATE 58 LA ND SCA PE WOOD ED GING 5 520. 00 $100.00 50 .00 $0 .00 0.00% 5100 .00 SUBTO TAL SHEET 1 $13L943.75 $83,105.00 543,883.25 _ 5126 ,988.25, $4 .955.50 1 SUBTOTAL SHEET 2 5206.733.50 5155.414. 00 $44.744.50 5200.158 .50 57 ,864.00 SUBTOTAL SHEETS 1 AN D2 5338, 677. 25 5238,519.00 588. 627.75 5327.146.75 512.819.50 EJCDC No. C-620 (2007 Edition) Prepared by the Engineer s' Joint Contrac t Docume nts Committee and endorsed by the Associa ted G eneral Co ntrac tor s of America and the Construc tion Specificatio ns Institute. Page 3 of A 00 62 76-2 Progress Estimate Contractor's Application 2 For (contract): CITY HALL PARKING LOTS REPLACEMENT Application Numbe r 2 Application Period: 9/06/2023 - 10/30/2023 Applicati on Dat e: 10 81/2023 A B C D E F G H 1 Item QUANTITY S HEET 2 Bid Unit Bid Work Completed Materials Pres ently Total Completed and Stor ed to Date Balance to Finish Bid Item Des criptionStored p Qua ntity Price Value From Previo us Quantity this Val ue this S °�a No. Application Peri od Application (not in C or D) (C + E+ F) (G /B1 (B - G) 59 JOINT SEA LING 2,517 $3 .00 $7,551.00 1,438.00 $4,314.00 $4,314.00 57.13 % $7,550.43 60 JO INT SEALING ISOLATION JOINT 337 $3.00 $1,011.00 $0.00 $0.00 0 .00% I $1,011.00 61 JO INT SEALING EX PANSION JOINT 192 $5.00 $960.00 62.50 $312.50 $312.50 32.55% $647 .50 62 PA 1NTLINE - WHITE, 4" 772 $2.00 $1,544 .00 704 .30 $1,408.60 $1,408 .60 91.23% $135 .40 63 PAINT LINE - WHITE, 6" 53.5 $4.00 $214 .00 52.00 $208.00 $208 .00 97.20% $6.00 64 PAINT ADA SYMBOL 2 $250.00 $500 .00 2.00 $500.00 $500.00 100 .00% $0.00 65 PARKING PEDESTRAIN WALKWAY 80 $10 .00 $800 .00 80 .00 $800.00 $800 .00 100.00% $0 .00 MARK INGS 66 METAL POSTS, SPECIA L 5 $200 .00 $1,000 .00 5.00 $1,000.00 $1,000.00 100.00% $0 .00 67 INSTALL HANDICAP PARKING SIGNS 2 $250 .00 $500 .00 2.00 $500.00 $500.00 100.00% $0 .00 68 FURNISH AND INSTALL 1 $350.00 $350.00 1.00 $350.00 $350 .00 100 .00% $0.00 MOTORCYCLE PARKING SIGN 69 FURNISH AND INSTALL NO PA RKING 2 $350 .00 $700.00 2.00 $700.00 $700.00 100 .00% $0.00 SIGNS 70 PLACE BIKE RA CK 1 $150.00 $150.00 $150 .00 $0.00 $150 .00 100.00% $0.00 71 DUMPSTER BOLLA RDS 6 $1, 000.00 $6,000.00 $0 .00 $0 .00 0 .00% $6,000.00 72 CONCRETE WASHOUT I $1,500.00 $1,500.00 $1;050 .00 0.30 $450 .00 $1,500 .00 100.00% $0.00 MANAGEMEN T 73 MOBILIZATIO N 1 $10,000.00 $10,000.00 $10,000 .00 $0.00 $10,000.00 100.00% $0.00 74 VA NGUN DY PA RK WATER SERVICE 1 $2,500.00 $2,500.00 0.50 $1,250.00 $1,250 .00 50.00% $1,250 .00 PAD 75 VA N GUN DY BOLLARDS, COM PLETE 2 $1,000.00 $2,000.00 $0 .00 $0.00 0 .00% $2,000.00 - SUBTOTAL SHEET 1 $131, 943. 75 383, 105.00 $43,883.25 $126,988 .25 $4 ,955 .50 SUBTOTAL SHEET 2 $206,733.50 $155,414.00 $44 ,744.50 3200,158 .50 $7,864 .00 SUBTO TAL SHEET 3 $37280.00. $11,200.00 $11,793.10 $22 .993 .10. $18.600.33 TOTAL, $375.957.25 $249, 719. 00 3100.420.85 3350.139.85 $23,555 .83 E.SC DC No. C-620 (2007 Edition ) Prepared by the Engineers' Joint Contract Documents Committee and en dorsed by the Associa ted Gen era l Con tractors of America and the C onstruction Specifications Institute. 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