Discussion and Consideration of Pay Application #10 – Rathje Construction, Original Town – Motion to Approve

DATE: 15-Oct-2025 OWNER: CITY OF TIFFIN PROJECT: Original Town Urbanization - Phase 3 PROVECT # HEC#12218.131 CONTRACT Rathje Construction Co, ITEM CONTRACT NO. = - ihe 2A Bay Peto d EL; ROTAL-TODATE 5 ‘NG! ES QTY. AMOUNT QTY AMOUNT 1 CLEARING & GRUBBING UNITS 337.80 $30.00: $10,734.00 $ - 307.80 | $ 9,234.00 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW cy 5634.76 $13.50 $76,069.26 516.25 | $ 6,969.38 5,634.76 | $ 76,069.27 3__|EXCAVATION, CLASS 10, WASTE cy 4626.04 $12.50 $57,825.50 290,94 | $ 3,636.75 4,626.04 | $ 57,825.51 4 TOPSOIL, STRP, SALVAGE & RESPREAD cy 1008.72 $33.00 $33,287.76 150.00 | $ 4,950.00 839.91 | 3 29,367.03 5 ___ |SUBGRADE PREPARATION sy 9296.45 $2.00 $18,592.90 1,033.36 | $ 2,066.72 9,296.36 |$ 18,592.72 6 _|MODIFIED SUBBASE cY 1579.47) $42.00) $66,337.74 337.78 |$ 14,186.76 1579.47 |S 66,337.74 7 SHOULDER FINISH, EARTH. STA 4445 $300.00} $13,335.00 (24.55) $ (7,365.00) 44.45 | $ 13,335.00 &_ [REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LF 1120.00 $15.00 $16,800.00 30.00 | $ 450,00 4,517.00 | $22,755.00 9. STORM SEWER, TRENCHED, 12 IN DIA. LF 168.50 $80.00} $13,480.00 58.50 | $ 4,680.00 219.00 | $ 17,520.00 10__ [STORM SEWSR, TRENCHED, 15 IN DIA LF $33.50 $80.00) $66,680.00 A = 874,50 |$ 69,960.00 1i___|STORM SEWER, TRENCHED, 18 IN DIA. LE 580.00 $100.00 $58,000.00 A - 605.00 | $ 60,500.00 12 STORM SEWER, TRENCHED, 24 IN DIA. LF 358.70 $145.00 $81,011.50] $ : 524.00 | $ 75,980.00 13__|PIPE APRON, RCP, 24 IN. EACH 1.00 $2,950.00 $2,950.00: $ - L001 $ 2,950.00 14 __ [PIPE APRON GUARD EACH 1.00 $1,400.00 $1,400.00 8 - 1.00 | 1,400.00 15 |SUBDRAIN, PREFORATED PLASTIC PIPE, 41N. DIA LF 2994.00) $19.50) $58,383.00 510,00 | $ 9,945.00 3,592.00 | $70,044.00 16 |SUBDRAIN OUTLET, CMP, 4 IN. DIA EACH 28.00 $250.00 $7,000.00 4,00 | $ 1,000.00 38.00 | $ 9,500.00 17___ |SUBDRAIN CLEANOUT, TYPE B, 24-INCH EACH 4.00: $1,250.00 $5,000.00 $ = = x : 18 |WATERMAIN, TRENCHED, DR-18 PVC, 6 IN. DIA. LF 819.00 $55.00} $45,045.00 s - 459.00 | $ 25,245.00 19___ |WATERMAIN, TRENCHED, DR-18 PVC, 4 IN. DIA, LF 11,00 $85.00 $935.00 EY = - $ : 20___ |WATERMAIN, TRENCHLESS, DR-18 PVC, 6 IN. DIA. LE 329.00 $70.00: $23,030.00 $ 2 = $ - 21 FITTINGS, MJ, DIP, 6 IN. DIA. EACH 40.00 $400.00! $16,000.00 & - 15.00 | $ 6,000.00 22 |FITTINGS, MJ, DIP, 12 IN. DIA. EACH 2.00 $1,000.00 $2,000.00 $ - : Ey - 23 |WATER SERVICE PIPE, TYPE K COPPER, 1 IN. DIA. LE 239.00) $23.00 $5,497.00 $ - 30,00 | $ 690.00 24 |WATER SERVICE CORPORATION, 1 IN. DIA. EACH 4.00 $450.00 $1,800.00 8 - - $ : 25 _|WATER SERVICE CURB STOP AND BOX, 1 IN. DIA. EACH 4.00 $500.00 $2,000.00: $ : 1.00 | $ 500.00 26 |GATE VALVE, MJ, 6 IN. DIA. EACH 10.00 $1,900.00 $19,000.00! $ : 5.00 | $ 9,500.00 27 GATE VALVE, MJ, 6 IN. DIA. EACH 1.00) $4,350.00 $4,350.00 $7 - = $ - 28 FIRE HYDRANT ASSEMBLY, WM-201 EACH 1.00) $7,800.00 $7,800.00 $ = 1.00 | $ 7,800.00 29 [VALVE BOX EXTENSION/ADJUSTMENT EACH 10.00 $500.00) $5,000.00 $ - 7.00 | $ 3,500.00 30 FIRE HYDRANT ADJUSTMENT EACH 1.00 $1,850.00} $1,850.00 $ = = $ - 31 |WATERMAIN CONFLICTS EACH 7.00 $5,500.00} $38,500.00 $ - 4.06 | $ 22,000.00 32 |WATERMAIN REMOVALS Ls 1.00 $1,000.00, $1,000.00 $ - 0.50 | $ 500,00 3 |MANHOLE, SW-401, 48 IN. EACH 3.00 $4,750.00) $14,250.00 g - 2.00 | $ 9,500.00 34 |MANHOLE, SW-401, 60 IN EACH 1.00 $5,500.00) $5,500.00 $ - 2.00|$ 11,000.00 35__|INTAKE, SW-501 EACH 27.00 $3,800.00) $102,600.00 A - 24.00|$ 91,200.00 36 [INTAKE, SW-501, MODIFIED EACH 3.00 $5,650.00) $16,950.00 $ = 3.00|$ 16,950.00 37__|INTAKE, SW.507 EACH 1.00 $5,000.00 $5,000.00 $ : - $ - 38 |INTAKE, sw-512 EACH 2.00 $1,330.00 $2,700.00 3 - 4.00 | 8 5,400.00 3 MANHOLE ADJUSTMENT, MINOR. EACH 7.00; $500.00 $3,500.00 $ - 7.00 | $ 3,500.00 40__|INFAKE ADJUSTMENT, MINOR EACH 2.00 $750.00 $1,500.00 2.00 | $ 1,500.00 2.00 | $ 1,500.00 4) [REMOVE INTAKE EACH 10.00 $750.00 $7,500.00! EY : 9.00 | $ 6,750.00 42 |PATCHES, FULL DEPTH FINISH, BY COUNT EACH 10.00 $100.00 $1,000.00; $ : : g = 43 |PATCHES, FULL DEPTH FINISH, BY COUNT sy 111.00: $200.00 $22,200.00. g = - $ = 44 |SUBBAS, (PATCHES) sy 111.00 $40.00 $4,440.00 $ - : g : 45 [PAVEMENT, PCC, CLASS C, 3 DURABILITY 9 IN. THICK. sy 1794.20 $78.00) $139,947.60 689.35 |$ 53,769.30 1,794.42 | $ 139,964.76 46 |PAVEMENT, PCC, CLASS C, 3 DURARILITY 6 IN. THICK, sy 1549.80) $57.00) $88,338.60 $ - 1,931.00 | $ 110,067.00 47 __|PAVEMENT, BRICK/PAVER INLAY. sy 657.70) $71.00) $46,696.70 163.85] $ 11,633.35 657.70 | $ 46,696.70 48 _|BITUMINOUS BEDDING COURSE, sy 657.70 $29.90 $19,665.23 $ = 657.70 | $ 19,665.24 49 _ (CURB AND GUTTER, 36 IN. WIDE, 9 IN. THICK, LE 3533.40 $32.70 $115,542.18 292.00 | $ 9,548.40 3,534.00 | $ 115,561.80 50 ___{PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN. THICK sy 4805.30 $45.90 $220,563.27, $ - 3,596.89 | $165,097.25 51__ |FULL DEPTH RECLAMATION sy 6203.10) $4.50 $27,913.95 $ - 6449.76 | $ 29,023.93 52__ {REMOVAL OF SIDEWALK sy 971.00. $9.00 $8,739.00 246.40 | $ 2,217.60 993.36 | $ 8,940.24 53__ [REMOVAL OF DRIVEWAY sy 489.00 $9.00 $4,401.00 251.73 | $ 2,265.57 1,145.49 | $ 10,309.41 54__ {REMOVAL OF PAVEMENT. sy 800.00. $9.00 $7,200.00! 292.05 | $ 2,628.45 804.85 | $ 7,243.65 55 |SIDEWALK, PCC, 4 IN. sy 1221.30 $50.70 $61,919.91 323.95 |$ 16,424.27 821.24 |8 44,636.87 56__ |SEWALK, PCC, 61N. sy 801.60 $80.00 $64,128.00 31.43 | 8 2,514.40 310.38 [$24,830.40 37__ |COMBINED SIDEWALK AND RETAINING WALL cy 82.10 $275.00 $22,577.50 $ - 88.16} $ 24,244.00 58___ [CONCRETE STEPS SF 72.00 $150.00 $10,800.00 8 - 82.00 | $ 12,300.00 59 _ |DETECTABLE WARNING SE 374.00) $47.25 $17,671.50 50.00 | $ 2,362.50 200.00 | $ 9,450.00 60 |DRIVEWAY, PAVED, PCC, 6 IN. sy 727.00 $74.40 $54,088.80 109.30 | $ 8,131.92 723.39 | $ 53,820.21 6h DRIVEWAY, GRANULAR TON 34.00 $31.00 $1,054.00 $ : 18.06 | $ 559.86 62__ |SLOPE PROTECTION, WOOD EXCELSIOR MAT sQ 7.00 $100.00 $700.00 $ = - |s - 63__|STABILIZAING CROP SEEDING, FERTILIZING, (URBAN) ACRE 0.50) $1,500.00 $750.00 $ - - $ - 64 _|CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING ACRE 1.25 $3,500.00 $4,375.00 $ - - EJ : 65___|PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 9 INCH. LE 300.00) $3.00 $900.00 $ - 575.00 | $ 1,725.00 66 __|PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 12 INCH LF 300.00 $4.00 $1,200.00 g - - $ - 67__ |REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE LE 600.00 $0.50 $300.00 $ - - $ > 68 |REVETMENT, CLASSD TON. 20.00 $60.00 $1,200.00 EY = 11.24 | $ 674.40 69 __|EROSION STONE TON 5.00) $120.00 $600.00 Ey - 8.31 | $ 997.20 70 SWPPP MANAGEMENT Ls 1.00) $6,300.00; $6,300.00 0.101 $ 630.00 0.80 | $ 5,040.00 7i__|MOBILIZATION Ls 1.00 $135,000.00: $135,000.00 $ - 1.00 | $ 135,000.00 72___|TRAFFIC CONTROL LS 1.00) $15,000.00 $15,000.00 A - 0.90 | $ "13,500.00 73 RELOCATION OF MAILBOXES. EACH 8.00 $375.00 $3,000.00 $ - 6,00 | $ 2,250.00 74___|REMOVAL OF SIGNS EACH 29.00 $50.00 $1,450.00 4.00 | $ 200.00 24.00 | 1,200.00 ‘75___|REMOVE AND REINSTALL SIGNS EACH 17.00 $150.00 $2,550.00 $ : - |s - 76__ {TYPE ASIGNS SF 95.05 $20.00 $1,901.00 $ - : $ : 77__|STEEL POSTS FOR TYPE A SIGNS LE 728.00 $13.00 $9,464.00. $ - - $ : 78__ [LIGHT POLES EACH 32.00 $3,200.00 $38,400.00 400|$ 12,800.00 19.00{$ 32,000.00 79 [ELECTRICAL CIRCUITS LE 2237.00 $15.00 $33,555.00 692.00 | 10,380.00 1,838.00 | $ 27,570.00 80__ |HANDHOLES AND JUNCTION BOXES EACH 5.00 $1,000.00 $5,000.00 2.00 | $ 2,000.00 4.00 | $ 4,000.00 81 _ [PAINTED PAV’T MARKS, WATERBORNE/SOLVENT BASED STA 37.44] $150.00 $5,616.00 $ - $ - 22 |PAINTED PAV’T SYMBOLS, WATERBORNE/SOLVENT BASED EACH 5.00 $135.00 $675.00 $ - - |s - 83 [REMOVAL OF FENCE, CHAIN LINK LF 106.00 $15.00 $1,590.00 8 - = $ : 84 SPOT REPAIRS, SANITARY SEWER, BY COUNT EACH 1.00 $250.00 $250.00 $ - 3.00 | $ 750.00 85 SPOT REPAIRS, SANITARY SEWER, BY LINEAR FOOT LF 15.00 $6,000.00 $ 61.00 | $ 24,400.00 TOTAL OF THE BAS. $2,134,856.90 3 6-Anch Subgrade Stabilization 346.00 | $ $25,950.00 $ - 412.31 | $30,923.25 Polymer Grid Subgrade Stabilization sy | 2077.11 § $7,269.89 A = 3,253.20 | 8 11,386.21 Utility Conflict Delay BR 3.00 | $ 450.00 $3,600.00 8.00 | $ 3,600.00 CO2_| Additional tree removal Ls 1.00 [ $ 7,800.00 $7,800.00 $ : 1.00 | $ 7,800.00 Fire Hydrant Extension LS 1.00 | $ 1,500.00 $1,500.00 1.00 | $ 1,500.00 Addition Concrete 107 Third Street LS 1.00 | $ 1,200.00 $1,200.00 100] $ 1,200.00 Aditional Drainable Backfill for Wali LE 440.00 | 8 22.50 $9,900.00 440.00 | $ 9,900.00 CO3_ [Remove and replace Retaining Wall 330 Summerhays Ls 1.00 | § 1,450.00 $1,450.00 A - 100] 5 1,450.00 Lower Existing Water Line 331 Summerhays LS 1.00 | $ 3,250.00 $3,250.00 $ - 100 | $ 3,250.00 |Winter Stabilization Munich Ls 1.00 | $ 1,100.00 $1,100.00 1.00 | $ 1,100.00 C04 _|Watermain Conflict, 8-inch LS 1.00 | $ 6,930.00 $6,930.00 A = 2.00} $ 13,860.00 Water Service Abandonment 1-inch Ls 1.00 | 8 2,100.00 $2,100.00 1,00 } $ 2,100.00 Water Service Abandonment 2-inch Ls 1.00 | $ 2,100.00 $2,100.00 1,00 | $ 2,100.00 ‘Sewer Service Abandonment LS 1.00 |_$ 1,200.00 $1,200.00 1.00 | $ 1,200.00 ‘SW-S01 Intake (Mod.) EACH 1.00 | $ 6,743.40 $6,743.40 1.00 | $ 6,743.40 COS |Water Service 6-inch BACH 1.00 | $ 10,807.49 $10,807.49 A - Loo} $ 10,807.49 ‘Storm Sewer Service 8-inch EACH 2.00 | § 2,100.00 $4,200,00 1.00 | 8 2,100.00 CO6 {Additional 6-inch Subgrade Stabilization cy 50.00 | $ 75.00 $3,750.00 50,00 | $ 3,750.00 Additional Polymer Grid Subgrade Stabilization sy 300.00 | $ 3.50 $1,050.00 300.00 | $ 1,050.00 CO? Additional 6-inch Subgrade Stabilization CY 5.5618 75.00 $6,417.00 68.6218 5,146.50 Additional Polymer Grid Subgrade Stabilization sy 513.33 | § 3.50 $1,796.66 534.32 | 8 1,870.12 $0.00 $ : - | - CHANGE ORDER SUB-TOTAL as - $122,836.97 “ SI7OS35 37 _82,014,260.16 talStored on-site = = $ = Materials Installed on-site Dene)