Packet: Tiffin Regular City Council Meeting (10/06/2026)

DATE, -23-Jul-2026 owe: Y OF TIFFIN: CIF PRQECT: Original Tewn Urbanization - Phase 3 # HPCH2218.134 PROJECT SONTRACTC Rathje Construction Co. ITEM CONTRACT | EST unir| ory Po Ns SERS RO ony Pay Period HIS! OO YP TO ‘theADDENDUM CHANGE! Te z z Ory AMOUNT. ory i 357.80) $30.00; 310,735.06) $ a 30 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 5634.76 $13.50) $76,069.26 $ ao 5,63 3 |BECAVATION, CLASS 10, WASTE CY | 4626.04 $12.50) $57,825.50) 3 40.00 | $ 500,00 4,86 4 |TOPSOUL, STRE, SALVAGE & RESPREAD cy 1008.72 $33.00 $33,287.76 § 126.81 | 8 4,184.73 1,01 5 __ |SUBGRADE PREPARATION sy 9296.45 $2.00) $18,592.90) 3 240.00 1 $ 480.00 9,53 6 DMODIFIED SUBBASE cy 1579.47 $42.60) _ $66,337,741 $ 46,00 | $ 1,680.00 161 ‘7 (SHOULDER FISH, BARTH STA 4445 $300.88 $13,355.00) $ 4,00 | 300.00 4 & [REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LE 1120.00: $15.00) E16,306.05 $ - 1,53 $__ STORM SEWER, TRENCHED, 12 IN DIA. LE 168.50) $80.00) 313,486.00 $ - 21 10 STORM SEWER, TRENCHED, 15 INDIA. LF 833.50: $80.00) $66,680.00 8 = 87 il STORM SEWER, TRENCHED, 18 IN DIA. LF 580.06) $100.06) $58,000.00) $ = 60 12 [STORM SEWER, TRENCHED, 24 INDIA. LE 558.70 $145.00 SEL G1LSG $ - 57 33 PIPE APRON, RCP, 24 IN. EACH ~ 1.00 $2,950.00} $2,950.00) g - 14 [PIPE APRON GUARD EACH 1,00 $1,400,006; $1,400.60 $ : 15 SUBDRAR, PREFORATED PLASTIC PIPE, 4 IN, DIA. LF 2994.00) $19.50; $58,383 06: $ = 3,61 16___ |SUBDRARY OUTLET, CMP, 4 IN. DIA EACH 28.00) $256.00 $7,000.00 $ : 4 i SUBDRAIN CLEANOUT, TYPE B, 24-INCH. EACH 4.00) $1,250.06) 35,000.00 $ = 18 [WATERMAIN, TRENCHED, DR-18 PVC, GIN. DIA. LE 819,00] 355.00) $45,045.00 3 121.00 | $ 6,655.00 8] 9 _ |WATERMARS, TRENCHED, DR-18 PVC, 4 IN. DIA. LE 11.00 $85.00 $935.00 8 = 20 WATSRMAIN, TRENCHLESS, DR-18 PVC, 6 IN. DIA. LE 329.00) $70.00; 323,030.06) g = 32 21 (SITTINGS, ME, DIP, 6 IN. DIA. EACH 40,00 $400.00; $16,000.08) $ 6.90 | $ 2,400.00 3 | 22 [FITTINGS M0, DIP, 12 IN. DIA EACH 2.00 $1,000.06; $2,000.00 $ a WATER SERVICE PIPE, TYPE K COPPER, LIN. DIA LF 239.00) $23.00) SSA9TO0 Ey - i WATERSERVICE CORPORATION, 1 IN. DIA. EACH 4.00} $450.00) $1,809.00 $ = 25 __ |WATER SERVICE CURB STOP AND BOX, 1 IN. DIA. _ [BACH 4,00) $500.08 $2,000.00) $ - 26 _ [GATE VALVE. Mi ¢ iN DIA. EACH 10.00) $1,900.00} $15,006.06) 3 1001 1,900.00 1 27 |GATE VALVES, MI, ¢ BN. DIA, EACH 1,00! $4,350.00} 34,356.00 EY - 38 [FIRE HYDRANT ASSEMBLY, WM-201 EACH 1.00: $7,800.00} 387,206.00: $ - 23 (VALVE BOX EXTENSION/ADJUSTMENT EACH 10,00 $500.00) $5,008.00 Ey - J 30 FIREHYDRANT ADIUSTMENT BACH 1.00} $1,850.00) 31,850.00) 3 4001 $ 1,850.00 3] |WATERMAIN CONFLICTS EACH 7.00 $5,506,00; $38,506.00) 3 2.001% 11,000.60 32 |WATERMAIN REMOVALS Ls 1,00 $1,000.90} $1,000.00 $ - 33_ MANHOLE, Sw-401, 48 IN EACH. 3.00) $4,756.00) 214,250.00] « & - 34 MANHOLE, SW-401, 60 IN. EACH 1.00) $5,500.06| $5,500.09 $ : 35 INTAKE, SW.S0L EACH 27.00 $3,800.06) - $102,600.00) § 1.001 $ 3,800.00 4 36 [INTARE, $W.501, MODIFIED EACH 3.00) $5,650.03 $16,950.00 & > 37__ INTAKE, SW507 EACH 1.00) $5,009.08 $5,006.00 $ : 38 [EVTAKE, Sw-512 EACH 2.00) $1,350.06 $2,700.00 3 - 39 [MANHOLE ADIUSTMENT, MINOR, EACH 7,00) $500.00! $3,500.00 g - 40 HINTAKE ADTUSTMENT, MINOR EACH 2.00 $750.06) $31,500.00 8 : 4i REMOVE INTAKE EACH 10.00 $750.00) 37,500,008) $ - 42 (PATCHES, PULL DEPTH FINISH, BY COUNT EACH 10.06 $100.06) $1,000.06) $ - 43 [PATCHES, FULL DEPTH FINISH, BY COUNT. sy 111.00) $200.06 $22,200.09 $ : 3 44 {SUBBAS, (PATCHES) sy 111.00) $40.00) $4,440.06 8 - 3 45 PAVEMENT, FCC, CLASS C, 3 DURABILITY 9 IN. THICK, SY 1794.20 $78.00; $139,547.60 $ : 46 _|PAVEMENT, PCC, CLASS C, 3 DURABILITY6 IN. THICK. SY 1549.80 $57.00) 388,338.60) & - 47 [PAVEMENT BRICK/PAVER INLAY sy 657.70) $71.00) 346,896,706) s - 48 [BITUMINOUS BEDDING COURSE sy 657.70 $29.90) $19,665.23 $ - 49 CURE AND GUTTER, 36 IN. WIDE, 9 IN. THICK. LE 3533.40 $32.78) $115,542 18 $ - 50 [PAVEMENT,HWA, STANDARD TRAFFIC, 5 IN. THICK SY 4805.30 $45.96 $220,563.27] $ BISTT1$ TABLAS 3i [FULL DEPTH RECLAMATION sy 6203.10) $4.56) 327,913.95 $ : S52 |REMOVAL OF SIDEWALK sY 971.00) $9.00) $8,739.09) g - 53 REMOVAL OF DRIVEWAY sy 489,00) $9.00: S440 L060 $ - 54 REMOVAL OF FAVEMENT SY 800.00) $9.00; $7,200.00! $ - 35 SIDEWALK, PCC, 4 IN. sy. 1221.30) $50.76: $61,919.91 $ = 36 [SIDEWALE, PCC, 6 IN. sy. 801.60 $80.00 364,128.90, $ - 37 COMBINED SIDEWALK AND RETAINING WALL cy 82.10] $275.00 $22,577.50) $ = i 58 (CONCRETE STEPS SE 72.00 $150.06; $15,800.06 $ = it S59 {DETECTABLE WARNING SF 374.00 $47.25! SY7E7150' 3 : 4a 6@__ [DRIVEWAY, PAVED, PCC, GIN. SY 727.00 S74.46) $54,088.80) Ey = 9 61 [DRIVEWAY, GRANULAR TON 34.00 $31.08 $1,054.09 & - 62 _ SLOPE PROTECTION, WOOD EXCELSIOR MAT 8Q 7.00) $100.00 $708.00) $ 82.18 | $ 8,218.00 H 62 STABILIZAING CROP SEEDING, FERTILIZING, (URBAN) ACRE 0.50 $1,500.00) 3750.00 3 - 64 __ |CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING ACRE 1.25) $3,500.06 34,375.00) $ 16115 5,635.00 65 |PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 9 INCH. Le 300.00 $3.00; $900.00 $ - s 6G _ |PERIMETEESSLOPE SEDIMENT CONTROL DEVICE 12 INCH LF 300.00 $4.06) 31,200.00) $ a 37__ [REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE LE 600.00) 30.56) $300.00) 575.00 | $ 287.50 x 68 [REVETMENT, CLASS D TON 20.00 $60.00 1,200.60 $ : 69 EROSION STONE TON 5.00) $120.06 $600.00 $ - 70 __|SWEPP MANAGEMENT Ls 1.00 36,300.06) $6,300.60, = 02018 1,260.00 FL MOBILIZATION Ls. 1.00 $135,000.08) 3155,000.00 g - 72 TRAFFIC CONTROL LS 1.00 $15,000.06: 31S 0HLO0: g = 73 __ RELOCATION OF MAILBOXES EACH 8.00) $375.08 $3,060.00 3 2,90 | $ 750.00 ‘4 [REMOVAL OF SIGNS EACH 29.00 $50.00: 31,550.00) 13.001 $ 650.00 : 35 ___ {REMOVE AND REINSTALL SIGNS EACH 17.00 $150.06 $2,550.00) $ 17.90 | $ 2,550.00 ] 76 (TYPE A SIGNS SF 95.05| $20.00 $1,901.00) ¢ 95.05 | $ 1,901.00 E re STEEL POSTS FOR TYPE A SIGNS LE 728.00) $13.00) 39,564.80) 728.08 | 9,464.00 Ti 7 [LIGHT POLES : EACH 12.001 33,200.00! $38,400.00) g : } 7& [ELECTRICAL CIRCUITS LE 2237.00) $15.00 $35,555.00 g - 2,22 80 HANDHOLES AND JUNCTION BOXES EACH 5.00) $1,000.00; 35,000.00 $ = 81 [PAINTED PAW'T MARKS, WATERBORNE/SOLVENT BASED STA 37.44) $150.06 35,616.00 € 3744) 5,616.00 : 82 [PAINTED PAWT SYMBOLS, WATERBORNE/SOLVENT BASED EACH 5.00 $135.08 $675.08] 3 600 | $ 810.00 83 REMOVAL OF FENCE, CHAIN LINK, LE 106.00) $15.00: $1,590.00 $ a 84 __|SEOT REPAIRS, SANITARY SEWER, BY COUNT. EACH 1.00] $250.06 3250.86 EY = 85 _ [SPOT REPAIRS, SANITARY SEWER, BY LINEAR FOOT- LF 15.00 $400.00 $6,000.00) $ - é 4-85) 32,134,856.98 $ ie ANIGAEE eee ee z 8. 75.00 $25,350.00 3 36 Polymer Grid Subgrade Stabilization sy_| 207711] 5 3.56 37,269.99 $ 3,78 Udility Conflict Delay BR 8.00 | 3 450.00 $3,500.00 g - a COZ Additional tree removal Ls 1.00 | $ 7,800.00 $7,800.00 $ = Fire Hydrant Extension Ls 1.00 | $ 1,500.06 31,500.09 & - Addition Concrete 167 Third Street Ls 1.00] $ 1,200.06 $1,200.08 $ - i |Aditioual Drainable Bacidill for Wall LE 440,00 | & 22.50 $9,990.90 8 - 4 . . {_ CO3 [Remove aud replace Retaining Wall 330 Summerhays 1s 1.00 | $ 1,450.00 $1,450.00 g ~ ° i (Lower Existing Water Line 331 Suxumerhays Ls 1.00 | $ 3,250.00 $2256.09 § - (Winter Stabilization Mulch Ls 1.00 | 8 1,100.06 $1,100.09 $s - CO4_ [Watermain Conflict, 3inch Ls. too] $ 6,930.00 $6,530.00 $s - Water Service Abandonment J-inch Ls 100 | 8 2,100.00 $2,100.90 $ - {Water Service Abandonment 2-inch Ls 100 | $ 2,100.00 $2,100.00 s < Sewer Service Abandonment Ls 1.00 | $ 1,200.08 $1,200.06 $ - SW-S01 Intake (Mod.} BACH 1,00 | 3 6,743.40 36,743.40 $ - COS [Water Service 6inch EACH 1.00, 8 10,807.49 $1807.49 A - Storm Sewer Service 8-inch EACH 2.00 | $ 2,100.00 34200.00 g : COE |Additional 6inch Subgrade Stabilization CY 50.00 | $ 75.00 $3,750.00 $ = E Addisienal Polymer Grid Subgrade Stabilization BY 300.001 § 350 31,050.00 $ = 73 (OT iA&ddifioensl 4-meh Saborade Stabilization ay eeer tl @ ae Ar SL ALT on rm >