K-6 - Pay Estimate 7 - Rathje Construction, Original Town Phase Two

DATE: November 8, 2021 OWNER: CITY OF TIFFIN PROJECT: Original Town Urbanization Project: Phase Two PROJECT & HRC#12218.13123 CONTRACTC Rathje Construction ITEM CONTRACT | | EST UNIT .- CONTRACTOR's NO. ITEMS UNIT QTY g ee) PRICE" 4 :BID‘SCHEDULE:.. 3 “/Pay:Period . :(NOTES items shawn'inBOLDiare the’ADDENDUM’TIC Ne i OTY AMOUNT #7. 2 QTY TODATE i207. * AMOUNT | CLEARING & GRUBBING UNITS 557.80 $ - 557.80 | § 12,271.60 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW cy 5691.32 $ . 4,728.00 | $ 42,552.00 3 EXCAVATION, CLASS 10, WASTE cy 2126.50; 3 - 1,882.00 | § 20,702,00 4 TOPSOIL, STRP, SALVAGE & RESPAEAD cy 485.30) $ - 686.00 | $ 9,604,00 3 PREPARATION SY 4553.15 5 - 4,330.00 | § 8,660.00 6 MODIFIED SUBBASE cy 1494.53 694,38 | $ 23,608.92 1,076.03 | $ 36,585.02 7 SHOULDER FINISH, EARTH STA 43.64 $ - - $ - 8 REMOVAL OF KNOWN PIPE CULVERTS, MISC, SIZE AND TYPE LF 1334.00 607.60 | § 6,076.00 1,200.60} $12,006.00 9 STORM SEWER, TRENCHED, 12 IN DIA. LF 296,00! 25.00 | $ 1,625.00 321.00 | $ 20,865.00 10 STORM SEWER, TRENCHED, 15 IN OIA, LF 459,00 5 - 493.50 | $ 25,922.00 11__|5TORM SEWER, TRENCHED, 18 IN DIA, LF 472,00 98.00 | $ 7,546,00 584,50 | $ 45,006.50| 12 STORM SEWER, TRENCHED, 24 IN DIA. LF 632.50 Ay - 632,50 | $ 56,925.00 13 PIPE APRON, RCP, 24 IN. EACH 1.00) 5 - 1,00] 3 1,500.00 14 PIPE APRON GUARD EACH 1,00) 5 - 1.00 | § 1,350.00 15 SUBDRAIN, PREFORATED PLASTIC PIPE, 4 IN. DIA. LF 2269.00 186.00 | $ 2,604,00 1,297.00 | § 18,158.00 16 SUBDRAIN, PREFORATED PLASTIC PIPE, 6 IN, DIA. LF 585,00 180.00 | $ 2,700.00 180.00 | 5 2,700.00 17 SUBDAAIN OUTLET, CMP, 4 IN. DIA EACH 22.00) 2.005 500.00 11,00 | § 2,750.00 18 SUBDAAIN OUTLET, CMP, 6 IN. DIA EACH 4.00) 2,00 | 3 $00.00 8,00 | $ 2,000.00 19 SUBDAAIN CLEANGUT, TYPE B, 24-INCH EACH 1.00 3 - - 5 - 20 WATERMAIN, TRENCHED, DA-18 PVC, 6 IN. DIA. LF 1419.00 20,00 | $ 760,00 1,439.00 | $ 54,682.00 2) FITTINGS, MJ, DIP,G IN. DIA, EACH 19,00, $ ~ 24,00 | 3 6,000.00 22 WATER SERVICE PIPE, TYPE K COPPER, 1 IN. DIA. LF 239,00 90.00 | § 6,750.00 192.00 | § 14,400.00 23 WATER SERVICE CORPORATION, LIN. DIA. EACH 16.00 4.00/35 1,228.00 14.00 | § 4,298.00 24 WATER SERVICE CURB STOP AND BOX, 11N. DIA. EACH 16,00 14,00 | 8 4,830.00 14.00 | $ 4,830.00 25 GATE VALVE, MJ, 6 IN, DIA. EACH 17.00) $ . 17,00 | § 19,975.00 26 FIRE HYORANT ASSEMBLY, WM-Z01 EACH 6.00: g - 6,00 | 28,200,00 27 __| VALVE BOX EXTENSIC EACH 7.00) 5 - - 3 - 28 FIRE HYDRANT ADJUSTMENT EACH 1,00 $ - 1,00 | $ 1,400.00 29 WATERMAIN CONFLICTS EACH 8.00) $ - 10.00 | $ 36,000.00 30 WATERMAIN REMOVALS LS 1.00 s : 1.0015 10,00 31 MANHOLE, SW-401, 48 IN. EACH 3,00 § - 4.00 | $ 10,125.00 32 MANKOLE, SW-401, 60 IN, EACH 1,00 5 - 0.75 |S 4,087.50 33 INTAKE, SW-SOL EACH 21.00) 1.50.15 3,450.00 15,75 | $ 36,225.00 34 __[INTAKE, Sw-S01, MODIFIED EACH 4.00 3 - 3.75 | $8 10,406.25 35 INTAKE, SW-S12 EACH 5,00 $ > 5.00 | 5,250.00 36 __|MANHOLE ADJUSTMENT, MINOR EACH 4.00} 1,00 | $ 500,00 1.00 | 5 $00.00 37 INTAKE ADJUSTMENT, MINOR BACH 1.00 § - - g - 38 REMOVE INTAKE EACH 8.00 4,00 | § 3,000.00 8.00 | 6,000,00 39 PATCHES, FULL DEPTH FINISH, BY COUNT EACH 10,00 5 7 - 5 - 40 PATCHES, FULL DEPTH FINISH, BY COUNT SY 11.00) § - - $ - 41 SUBBAS, (PATCHES) sY 111.00) $ . - § - 42 PAVEMENT, PCC, CLASS C, 3 DURABILITY 9 IN, THICK SY 2820.83 1,213.00 | $ 56,343.85 1,213.00 | $ 56,343.85 43 PAVEMENT, PCC, CLASS C, 3 DURABILITY 6 IN. THICK sy 1327.29) 499,74 | $ 24,812.09 499.74 1 3 24,812.09 44 PAVEMENT, BRICK/PAVER INLAY SY 651,39 148,30 | $ 31,884.50 148.30 | 3 31,884.50 45 BITUMINOUS BEDDING COURSE SY §51.39 3 - - § ” 46 CURB AND GUTTER, 36 IN. WIDE, 3 iN. THICK LF 2287.70; 1,449.00 | $ 30,715.00 1,449.00 | $ 50,715,00 47 PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN, THICK sy 3494.67, § - 1,655.00 | $ 56,601.00 48 FUE-DERTH-RECLAMATION S¥ 6336-06] $ - - $ - 49 __ |ASPHALTSTAGILIING AGENT FOAMING} TOM 70,85} S120 78d: 86% 3 : - [s - io REMOVAL OF SIDEWALK SY 1324,00| A $7,944,007 20.00 | $ 120.00 503.13 | 3,018,78 i REMOVAL OF DRIVEWAY SY Le 510,00 459,810,001 317,00 | $ 3,170.00 612.00 | & 6,120.00 52 REMOVAL OF CURB STA 1,00 135003003) 3 - : g - 53___ [REMOVAL OF PAVEMENT SY 113.00] I 3 : 71.50 | 8 1,072.50 34 SIDEWALK, PCC, 4 1N. sy. 1387.40 $44,00 #3615045;60-) g - = 5 2 55 SIDEWALK, PCC, & IN. SY 930,50 349.00 ~58453594:50., 30,00 | $ 1,470.00 30,00 | $ 1,470.00 56 COMBINED SIDEWALK AND RETAINING WALL cy 25.00 $750.00 81'B1750:00"| 3 - - $ - 57__ |DETECTABLE WARNING SF 280.00 E $s : - 3 : DRIVEWAY, PAVED, PCC, 6 IN, sY 727.00) 29,50 | § 1 1,464.68 29.50 | & 1,464.68 DRIVEWAY, GRANULAR TON 34.00 5! - 72.00 | $ 1,800.00 60__| SLOPE PROTECTION, WOOD EXCELSIOR MAT 8Q 7,00 $ - 5 - 6t |STABILIZAING CROP SEEDING, FERTILIZING, {URBAN} ACRE 0,30) Fy - - $ - 62 CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING ACRE 1,00 5 - * § - 3 PERIMETER+SLOPE SEDIMENT CONTROL OEVICE 9 INCH LF 300.00 $ : 80.00 | 3 200.00 64 PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 22 INCH LF 300.00; & - - $ - 65 REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE LF 400.00: 3 - - § - 66 REVETMENT, CLASS D TON 10,00 $ ~ 10,00 | & 750,00 67__| EROSION STONE TON a 3 . ~ Is . 68 SWPPP MANAGEMENT LS 1,00 5 - 0.15 18 300.00 iy MOBILIZATION Ls 1,00 0.15 | 5 18,150.00 0.85 ( $ 102,850,00 70 TRAFFIC CONTROL LS 1,00 0.15 | $ 1,768.50 0.70 1 § 8,253.00 | 71 RELOCATION OF MAILBOXES EACH 13.00 $ : 6,50 | $ 812,50 72 REMOVAL OF SIGNS EACH 21,00; 11,00 | $ 550,00 19.00 | 3 -950,00 B REMOVE AND REINSTALL SIGNS EACH 27.00 3 - : 5 : 4 TYPE A SIGNS SF 114,95 $ : - 3 “ 2) STEEL POSTS FOR TYPE A SIGNS LF sina & - < 3 - 6 LIGHT POLES EACH 12,00 § : = $ ~ W ELECTRICAL CIRCUITS LF maura} 3 - 720.00 | 9,000.00 vi HANDHOLES AND JUNCTION BOXES EACH 5,00 $ : - $ - 7 PAINTED PAV'T MARKS, WATERBORNE/SOLVENT BASED STA 32.88 $ - - $ - 80 PAINTED PAV'T SYMBOLS, WATERBORNE/SOLVENT BASED EACH 7.00) $ - : $ : Bid Alternate 5 : ~ 3 = Bt SPRUGFURAL-CONGREFE 5 - - $ - 82 | REINFORCING, STEEL $ : -_|3 - 83__ |SNGINEERED-SOWL 8 - - |[s - 84 |GHOKGRAGGREGATS Fy : - 1s - 85 SUBBASE s : -_|s - a6 ann a, $ : : $ : 82 |MULEH-HARDWoGD 3 - - |s - as }UTE-FIBER-MESH 3 - : g : 89 SFEEL-RIAG-HANDAAHS $ - : 3 : A - - [5 “ 3 : - $ - $ 256,126.54 Kecoontexocodocegex] — $92.0,363.7 COl__|Geogrid and Subbase ‘ Y 160000.00) (810,000.00) $ - g * Additional Excavation Class 10 cy 674.96 F 2356)3749160: 629.80 | $ 6,298.00 Geo-grid SY 6136.00 3,780.00 | 11,340.00 Subbase 12-inch cy 2070.90) 1,259.50 | & 45,342.00 Pavement Remaval SY 8136.00) 3,780.00 | 3 18,900.00 CO2,_|Connection of sump lines and roof drains EACH 3,00 | $5 5 - 3.00 | $ 2,055.00 CO} _|Flowable Mortar for storm sewer abandonment cy 6.00 | § . 5 - 6.00 | $ 913,50 CO4_ [Exploratory Excavation LS 1.00 ($ 3,283.08 55,283.08 Ey 5 1.00 | $ 5,283.08 COQ5__{Sanitary Sewer Repairs EACH 3.00 | $ 7,500.00 $22,500.00 1.00 | & 7,500.00 3.00 | § 22,500,00 CO6 {Relocate Raw Watermain LE 200.00 | $ 67.00 $13,400.00 5 5 200.00 | 5 13,400.00 CO7 {Sanitary Service exploration LS 1,00 | $ 2,500.00 $2,500.00 3 - - $ - C08 (2-Inch Water Service EACH 1.00 | $ 3,500.00 $3,500.00 $ - : 3 : $0,00 : 3 : $0.00 5 - “ $ + CHANGE ORDER SUB-TOTAL $180,541.58 $ 7,500.00 3 126,031.58 “3 arated Shean oIRae? ee on etreeahethosterearr yf oeshiehait aemee sateaaaSAPP Rae Sle Yuan eae AMOUNT EARNED TOTAL Freee255950599 Materials Stored on-site 101,000.00 | $ 101 000,00 Materials Installed on FeSO 3 1,066,395.35 SERRE SEEM