Discussion and Consideration of Pay App #9 – Rathje Construction – Tiffin Urbanization Phase 3 – Motion to approve

DATE: 12-Sep-2025 OWNER: CITY OF TIFFIN PROJECT: Original Town Urbanization - Phase 3 PROJECTS BRC#12218.131 CONTRACTC Rathje Construction Co. ITEM. CONTRACT EST UNIT CONTRACTOR'S: ITEMS ory PRICE BID-PRICE: “ Pa SCHEDULE: *: : Se Pay Period # : BE (NOTE: Ttems'shown. in BOLD are the ADDENDUM:CHANGES)': ES ze : Qry AMOUNT 1 [CLEARING & GRUBBING UNITS| 357.80 $30.00 $10,734.00 8 - 307.30 | $ 9,234.00 2___|EXCAVATION, CLASS 10, ROADWAY AND BORROW cy. 5634.76 $13.50 $76,069.26 1,000.00 |$ ___ 13,500.00 5,118.51 |$ 69,099.89 3 [EXCAVATION, CLASS 10, WASTE CY | 4626.04) $12.50 $57,825.50 1,000.00 |$ 12,500.00 4335.10 | $ 54,188.76 4 ITOPSOIL, STRP, SALVAGE & RESPREAD CY 1008.72) $33.00 $33,287.76, $ = 739.91 | $ 24,417.03 5 __ |SUBGRADE PREPARATION sy 9296.45 $2.00: $18,592.90 2,244.00 | $ 4,488.00 8,263.00|$ 16,526.00 6 __ |MODIFIED SUBBASE, cy 1579.47 $42.00 $66,337.74 232.23 | $ 9,753.66 1241.69 [$8 52,150.98 7 SHOULDER FINISH, EARTH STA. 44.45 $300.00 $13,335.00 6.00 | $ 1,800.00 69.00 | $ 20,700.00 8 __ [REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LF 1120.00 $15.00 $16,800.00 193.00 | $ 2,895.00 1,487.00 | $ 22,305.00 9 STORM SEWER, TRENCHED, 12 IN DIA, LF 168,50 $80.00 $13,480.00: 16.00 | $ 1,280.00 160.50 | $ 12,840.00 10 [STORM SEWER, TRENCHED, 15 INDIA. LE 833.50 $80.00 $66,680.00 194,50 |$ 15,560.00 37450|$ 69,960.00 11___|STORM SEWER, TRENCHED, 18 IN DIA. LF 580.00 $100.00 $58,000.00: $ - 605.00 | $ 60,500.00 12__|STORM SEWER. TRENCHED, 24 IN DIA. LF 358.70 $145.00 $81,011.50) EY - 524.00 | $ 75,980.00 13 PIPE APRON, RCP, 24 IN. EACH 1.00 $2,950.00 $2,950.00. $ = 1.00 | $ 2,950.00 14 PIPE APRON GUARD. BACH 1.00 $1,400.00 $1,400.00 g = 1.001 $ 1,400.00 15 |SUBDRAIN, PREFORATED PLASTIC PIPE, 4 IN. DIA, LE 2994.00) $19.50 $58,383.00 650.00|$ 12,675.00 3,082.00 1 $ 60,099.00 16__|SUBDRAIN OUTLET, CMP, 4 IN. DIA EACH 28,00 $250.00) $7,000.00 16.00 | $ 4,000,00 34.00 | § 8,500.00 17__|SUBDRAIN CLEANOUT, TYPE B, 24-INCH EACH 4.00 $1,250.00 $5,000.00 $ - = $ = 18 |WATERMAIN, TRENCHED, DR-18 PVC, 6 IN. DIA. LF 819.00) $55.00 $45,045.00 $ : 459.00 | $___25,245.00 19__ [WATERMAIN, TRENCHED, DR-18 PVC, 4 IN. DIA LE 11.00) $85.00 $935.00 $ = - |s$ : 20 |WATERMAIN, TRENCHLESS, DR-18 PVC, 6 IN. DIA LF 329.00 $70.00) $23,030.00 $ - - |8 - 21 |FIETINGS, MI, DIP, 6 IN. DIA. EACH 40.00] $400.00] $16,000.00 $ - 15,00 | $ 6,000.00 22 |FITTINGS, MI, DIP, 12 IN. DIA. EACH 2.00) $1,000.00} $2,000.00 $ : : $ a 23 WATER SERVICE PIPE, TYPE K COPPER, 1 IN. DIA. LF 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 $ = - |s : 25 _ |WATER SERVICE CURB STOP AND BOX, 1 IN. DIA. EACH 4.00 $500.00 $2,000.00 $ : 1.00 | $ 500.00 26 |GATB 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 g - = $ - 28 |FIRE HYDRANT ASSEMBLY, WM-201 EACH 1.00 $7,800.00 $7,800.00 $s - 1.00 | 7,800.00 29 [VALVE BOX EXTENSION/ADJUSTMENT. EACH 10.00) $500.00 $5,000.00 4.00 | $ 2,000.00 7.00 | $ 3,500.00 30 FIRE HYDRANT ADJUSTMENT EACH 1.00 $1,850.00) $1,850.00 g = = $ = 31 [WATERMAIN CONFLICTS EACH 7.00) $5,500.00) $38,500.00 100s 5,500.00 4.00 | $3 22,000.00 32___ |WATERMAIN REMOVALS LS 1.00} $1,000.00) $1,000.00 g a 0,50 | $ 500.00 33 |MANHOLE, SW-401, 48 IN. EACH 3.00) $4,750.00 $14,250.00 $ - 2.00 | $ 9,500.00 34___ |MANHOLE, SW-401, 60 IN. EACH 1.00: $5,500.00} $5,500.00 s = 2.00 | $ 11,000.00 35__|INTAKE, SW-501 EACH 27.00! $3,800.00) $102,600.00 5.00{$ 19,000.00 2400|$ 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 BACH 1.00 $5,000.00) $5,000.00 $s - : £ = 38 __|INTAKE, SW-512 EACH 2.00 $1,350.00 $2,700,00 Ey - 4.00 | $ 5,400.00 39 |MANHOLE ADJUSTMENT, MINOR. EACH 7.00 $500.00 $3,500.00 1.00 | $ 500.00 7.00] $ 3,500.00 40 INTAKE ADJUSTMENT, MINOR, EACH 2.00 $750.00 $1,500.00 $ - - g - 41 REMOVE INTAKE EACH 10.00 $750.00. $7,500.00 $ : 9.00 | $ 6,750.00 42 _ |PATCHES, FULL DEPTH FINISH, BY COUNT EACH 10.00 $100.00 $1,000.00 $ - - |s - 43 __ |PATCHES, FULL DEPTH FINISH, BY COUNT sy 311.00 $200.00 $22,200.00 $ - - _|s - 44 SUBBAS, @ATCHES) sy 111.00 $40.00 $4,440.00 $ - - § : 45 __|PAVEMENT, PCC, CLASS C, 3 DURABILITY 9 IN. THICK, sy 1794.20 $78.00 $139,947.60 198.40 | $ 15,475.20 1,105.07 | $ 86,195.46 46___|PAVEMENT, PCC, CLASS C, 3 DURABILITY 6 IN. THICK, sy 1549.80 $57.00 $88,338.60 337.00 | $ 19,209.00 1,931.00 | $_ _ 110,067.00 47 __|PAVEMENT, BRICK/PAVER INLAY sy 657.70 $71.00 $46,696.70 165.00|$ 11,715.00 493.85 |$ 35,063.35 48 [BITUMINOUS BEDDING COURSE. sy 657.70 $29.90 $19,665.23 328.85 | 3 9,832.62 657.70 | $ 19,665.24 49 |CURB AND GUTTER, 36 IN. WIDE, 9 IN. THICK LF 3533.40 $32.70 $115,542.18) 741.00 | $ 24,230.70 3,242.00 | $ 106,013.40 50__ |PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN. THICK, sy 4805.30 $45.90 $220,563.27 445.00 |$ 20,425.50 3,596.89 | $ 165,097.25 51__ [FULL DEPTH RECLAMATION sy 6203.10 $4.50 $27,913.95 1,148.00 | $ 5,166.00 6,449.76 | $29,023.93 52__ [REMOVAL OF SIDEWALK sy 971.00) $9.00 $8,739.00 212.36 | $ 191124 746.96 | $ 6,722.64 53__ [REMOVAL OF DRIVEWAY, sy 489.00) $9.00 $4,401.00 121.00 | $ 1,089.00 393.76 | $ 8,043.84 54___|REMOVAL OF PAVEMENT sy 800.00) $9,00 $7,200.00 4.30 | 8 43.20 512,80 | $ 4,615.20 55__|SIMEWALK, PCC, 4 IN. sy 1221.30 $50.70 $61,919.91 199.99} $ 10,139.49 497.29 | $ 25,212.60 56 |SDEWALK, PCC, 6 IN. sy 801.60 $80.00 $64,128.00 31.60 | $ 2,528.00 278.95[$ 22,316.00 57 _ [COMBINED SIDEWALK AND RETAINING WALL cy 82.10 $275,00 $22,577.50 $ - $8.16] $ 24,244.00 5% _ [CONCRETE STEPS SE 72.00 $150.00 $10,800.00 $ - $2.00 | $3 12,300.00 59 {DETECTABLE WARNING SE 374.00 $47.25 $17,671.50 50.00 |$ 2,362.50 150.00 | $ 7,087.50 60 ___ |DRIVEWAY, PAVED, PCC, 6 IN. sy 727.00 $74.40 $54,088.80 188.91 | $ 14,054.90 614.09 | $45,688.29 61__|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 & a - $ - 63 __|STABILIZAING CROP SEEDING, FERTILIZING, (URBAN) ACRE 0.50) $1,500.00 $750.00 $ - = $ - 64 __|CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING __| ACRE 1251 $3,500.00 $4,375.00 $s - - Is - 65__ |PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 9 INCH LE 300.00) $3.00 $900.00 3 - 575.00 | 3 1,725.00 66 _ |PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 12 INCH LE 300.00 $4.00 $1,200.00 s = - $ 5 67__ {REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE LE 600.00 $0.50 $300.00 $ = = $ - 68__|REVETMENTT, CLASS D TON 20.00 $60.00 $1,200.00 $ = 11.24 [8 674.40 69 _|BROSION STONE TON 5.00: $120.00 $600.00 A - a31|$ 997.20 70__|SWEPP MANAGEMENT LS 1.00 $6,300.00 $6,300.00 0.10 | $ 630,00 o70|$ 4,410.00 71 {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 0.10 | $ 1,500.00 0.90/$ 13,500.00 73___|RELOCATION OF MAILBOXES EACH 8.00: $375.00 $3,000.00 g - 6.00 | $ 2,250.00 74__ [REMOVAL OF SIGNS EACH 29.00 $50.00 $1,450.00 $s - 20.00 | $ 1,000.00 75___|REMOVE AND REINSTALL SIGNS EACH 17,00. $150.00) $2,550.00 $ = = $ : 76___|TYPEASIGNS SF 95.05 $20.00 $1,901.00 $ - - 18 - T1__|STEBL POSTS FOR TYPE A SIGNS LF 728.00 $13.00 $9,464.00 $ - - $ - 7__ [LIGHT POLES EACH 12.00 $3,200.00 $38,400.00 3 - 6.00] $ 19,200.00 79 |BLECTRICAL CIRCUITS LF 2237.00 $15.00: $33,555.00 A - 1,146.00 | $17,190.00 80 [HANDHOLES AND JUNCTION BOXES EACH 5,00 $1,000.00 $5,000.00 $ - 2.00 | & 2,000.00 $1 [PAINTED PAV"T MARKS, WATERBORNE/SOLVENT BASED STA 37.44) $150.00: $5,616.00 EY = = $ - 82 _ [PAINTED PAV’'T SYMBOLS, WATERBORNE/SOLVENT BASED EACH 5.00 $135.00 $675.00 $ ~ - g : 83 [REMOVAL OF FENCE, CHAIN LINK, LE 106.00 $15,00: $1,590.00 £ - -_ {8 : 84__ |SPOTREPAIRS, SANITARY SEWER, BY COUNT EACH 1.00 $250.00 $250.00 1.00 |$ 250.00 3.00 | $ 750,00 85__|SPOT REPAIRS, SANITARY SEWER, BY LINEAR FOOT LF 15.00 $400.00 $6,000.00 7.00 | $ 2,800.00 61.00] $ 24,400.00 TOTAL OF THE BASE BID (Total of Items 1-85): $2,134,856.90 S$ 248,814.01 $1,711,89' LEED Bs ea a a DEE TE Si 6-1“inch Subgrade Stabilization cy $s 5. $25,950.00 $s = 41231 |$ 30,923.25 Polymer Grid Subgrade Stabilization sy | 2077.11 | $ 3.50 $7,269.89 $ - 3,253.20 | $ 11,386.21 Utility Conflict Delay BR 8.00 | $ 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 1.00] $ 1,200,00 ‘Aditional Drainable Backfill for Wall LF 440.00 | $ 22.50 $9,900.00 440.00 | $ 9,900.00 CO3_ [Remove and replace Retaining Wall 330 Summerhays Ls 1.00 [s 1,450.00 $1,450.00 $ x 1.00 | $ 1,450.00 Lower Existing Water Line 331 Summerhays LS 1.00 $ 3,250.00 $3,250.00 $ + 1,00 | $ 3,250.00 |Winter Stabilization Mulch Ls 1.00 | 3 1,100.00 $1,100.00 1.00 | ¢ 1,100.00 CO4 [Watermain Conflict, 8-inch is 1.00} $ 6,930,00 $6,930.00 $ : 2.00 | $ 13,860.00 [Water Service Abandonment 1-fnch Ls 1.00] $ 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 1g 1.00 | 8 1,200.00 $1,200.00 1.00 | $ 4,200.00 SW-5S01 Intake (Mod.) EACH 100| 3 6,743.40 $6,743.40 1.00 | $ 6,743.40 COS [Water Service 6-inch EACH 1.00{$ 10,807.49 $10,807.49 $ - 1.00 | $ 10,807.49 Storm Sewer Service S-inch EACH 2.00 | 8 2,100.00 $4,200.00 1.00|$ 2,100.00 C06 |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 CO7 [Additional 6-inch Subgrade Stabilization cy 25.56 | S 75.00 $6,417.00 68.62 | $ 5,146.50 Additional Polymer Grid Subgrade Stabilization sy 513.33 | $ 3,50 $1,796.66 534.32 | $ 1,870.12 30.00 3 - - 18 - CHANGE ORDER SUB-TOTAL $ = $122,836.97 $1,834,734.79