Approval of Pay Application #13 – Rathje Construction Co. – Original Town Urbanization – Phase 3 — E-4

DATE: 23-Jul-2026 owner: = CITY OF TIFFIN PROJECT: Original Town Urbanization ~ Phase 3 PROJECT # HFC#12218,134 CONTRACTC Rathje Construction Ca. ITEM CONTRACT EST UNIT CONTRACTOR's Pay Period #13!) 0° fe TO! 25d (NOTES tems shor BS QTY AMOUNT ory 1 CLEARING & GRUBBING: $10,734.00: $ = 30 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW cY¥ 5634.76 $76,069.26 $ ao 5,63 3 [EXCAVATION, CLASS 10, WASTE CY | 4636.04 $12.50 $57,825.50) & 40.00 | $ 500,00 4,86 4 _ |TOPSOW., STRP, SALVAGE & RESPREAD cr 1008.72) $33.06 $33,287.76] $ 126.81 | $ 4,184.73 1,01 5___|SUBGRADE PREPARATION sy 9296.45) $2.00 $18,592.90] $ 240.00 | $ 480.00 9,53 6 MODIFIED SUBBASB cy 187947 $42.89) _ $66,337.74 $ 40,00 | $ 1,680.00 161 7 SHOULDER FINISH, EARTH STA AAAS: $300.09) $13,335.00] $ 1,00 | 8 300.00 4 8 REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LE 1126.00: $15.00) $16,800.00 & - 1,53 9 STORM SEWER, TRENCHED, 12 EN DIA. LE 168.56 $30.00: $13,480.00 $ 2 21 10__|STORM SEWER, TRENCHED, 15 INDIA, LE 833.50) $80.00) $66,680.00 8 = 87 1 STORM SEWER, TRENCHED, 18 IN DIAL LF 580.86 $106.00; $58,000.00) $ = 60 12__|STORM SEWER, TRENCHED, 24 IN DIA. LE 558.70 $145.00 $81,011.50 $ - 57 B PIPE APRON, RCP, 24 IN. BACH ~ 186 $2,956.00} $2,950.00: g - 14 PIPE APRON GUARD EACH Lae $1,406.06) $1,400.00 $ - 15__|SUBDRAIN, PREFORATED PLASTIC PIPE, 4 IN. DIA. LE 2994.00! 319.56) $58,383.00. $ = 3,61 16 ISUBDRAIN OUTLET, CMP, 4 IN. DIA BACH 28.00; $250.00) $7,000.00 $ : 4 17 SUBDRAIN CLEANOUT, TYPE 8, 24-INCH EACH 4.00) $1,250.08) $5,000.00 3 = 18 [WATERMAIN, TRENCHED, DR-18 PVC, &IN. DIA. LE 219.00) 355.06) $45,045.00] $ 121.00 | $ 6,655.00 8] 19 _ {WATERMAIN, TRENCHED, DR-18 PVC, 4 IN. DIA. LE LL 69) $85.08 $935.00 8 = 20 |WATERMAIN, TRENCHLESS, DR-I8 PVC, 6 BN. DIA. LE 329.00 $70.80 $23,030.00) g = 32 21 ___|FITTINGS, MI, DIP, 6 IN. DIA. EACH 40,88 3400.00 $16,000.00] $ 6.00 | $ 2,400.00 i | 22___ FITTINGS, MJ, DIP, 12.3N. DIA BACH 2.88 $1,008.06; $2,000.00 $ a 23 |WATER SERVICE PIPE, TYPE K COPPER, 2 INDIA Le 239.86 $23.00) $5,497.00: Ey - i 24 |WATER SERVICE CORPORATION, 1 IN. DIA. EACH 4.69 $456.00) $1,800.00 $ : 25 ___ |WATER SERVICE CURB STOP AND BOX, 3 IN DIA, __ [BACH ASO $508.00; $2,000.00: $ - 26 _ |GATE VALVE, MJ, 6 IN. DIA, EACH 18.00) $1,990.00) $19,000.00] $ 1,00 | $ 1,900.00 1 27__|GATE VALVE, MJ, 6 IN. DL. BACH 1,00: $4,350.00) $4,350.00 EY - 28 ___|FIRE HYDRANT ASSEMBLY, WM-201 EACH 1.08) 37,800.09) $7,800.00 $ - 29 |VALVE BOX EXTENSION/ADJUSTMENT EACH 18,90 $509.00) $5,000.00 Ey - 1 30 |FIREHYDRANT ADJUSTMENT. BACH 1.06 $1,850.00 $1,850.00 $ 1.00 | $ 1,850.00 3] |WATERMAIN CONFLICTS EACH 798 $5,500.00) $38,500.00] 2.00 | 11,000.60 32 |WATERMAIN REMOVALS Ls 1.80 $1,000.00) $1,000.00 Ey - 33 MANHOLE, SW-401, 48 EN. EACH 3.865 $4,750.00) $14,250.00]. g - 34 _|MANHOLE, SW-401, 60 IN. EACH Loe $5,500.80 $5,500.00 $ : 35 INTAKE, SW-501 BACH. 270 $3,800.00) - $162,600.00] 5 1.00 | $ 3,800.00 4 36 INTAKE, SW-501, MODIFIED: RACH 3.80. $5,650.80) $16,950.00 & > 37___ INTAKE, SW-507 EACH 1.60 $5,808.00) $5,000.00 $ : 38 _JINTAKE, SW-512 EACH 280) $1,356.00) $2,700.00 3 - 39 |MANHOLE ADJUSTMENT, MINOR. EACH 788) $500.00) $3,500.00 & - 40 jINTAKE ADJUSTMENT, MINOR, EACH 2,60) $750.00) $1,500.00) $ = AL REMOVE INTAKE. EACH 10.06; $750.00) $7,500.00) $ - 42 PATCHES, FULL DEPTH FINISH, BY COUNT EACH 10.08; $100.00) $1,000.00) $ - 43 |PATCHES, FULL DEPTH FINISH, BY COUNT. ay 1110 $200.00) $22,200.00) $ : 3 44 _|SUBBAS, (PATCHES) BY PEERS 340.00) $4,440.00} 8 - 3 45 ___|PAVEMENT, PCC, CLASS C, 3 DURABILITY 9 IN. THICK SY 1794.20 $78.00) $139,947.60) $ : 46 PAVEMENT, PCC, CLASS C, 3 DURABLLITY 6 IN. THICK, sy 1549.20: $57.00) $88,338.60 8 - 47 |PAVEMENT, BRICK/PAVER INLAY SY 5776 87109) $46,696.70: s - 48 [BITUMINOUS BEDDING COURSE. 8¥ 657-70) $29.90 $19,665.23 $ - 49 CURB AND GUTTER, 36 IN. WIDE, 3 JN. THICK. LE 3533.40) $32.76: $115,542.18 $ - 50___|PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN. THICK SY 4805.36 $45.96: $220,563.27} $ 379,77 | $ 1743144 5i__ |FULL DEPTH RECLAMATION Se 6203.10 $4.50: $27,913.95 $ : 52___|REMOVAL OF SIDEWALK SY S71LG0 $9.00 $3,739.00| $ - 53___|RBMOVAL OF DRIVEWAY SY ARS.LE $9.00: $4,401.00) $ - 54___ [REMOVAL OF PAVEMENT SY 800.06 $9.08 ~_ $7,200.00! $ - 55__|SIDEWALK, PCC, 4 IN. sy 1221.36 $50.78: $61,919.91 $ = 56 |SIDEWALK, PCC, GIN. sy 80160 $80.00 $64,128.00. $ - {57 _ |\COMBINED SIDEWALK AND RETAINING WALL fora 82.10 $275.08 $22,577.50 $ - i | 58 _ |CONCRETE STEPS: SE 72.6 $15.00 $10,800.00 A - it [59 _ [DETECTABLE WARNING SE 374.6) $47.25) $17,671.50! 3 - 4 60__[DRIVEWAY, PAVED, PCC, GIN. sy 727.80 $74.46) $54,088.80: $ - x 61__ |DRIVEWAY, GRANULAR, TON 34.08) $31.00 $1,054.00 & - 62__|SLOPE PROTECTION, WOOD EXCELSIOR MAT 8g 768 $100.00 $700.00) $ 82.18 | $ 8,218.00 t 63___[STABILIZAING CROP SEEDING, FERTILIZING, (URBAN) ACRE 0.56 $1,500.00) $750.00 g : 64__ |CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING ACRE 125) $3,500.00 $4,375.00} $ 1.61 | $ 5,635.00 65 [PERIMBTER+SLOPE SEDIMENT CONTROL DEVICE 9 INCH. Le 308.00 33.80) $900.00 8 : x 66___|PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 12 INCH. LE 200.00) $4.80) $1,200.00 EJ - 67___|REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE iF 650.00) 30.50) $300.00] $ 575.00 | $ 287.50 x 68 |REVETMENT, CLASS D TOM 26.00) $66.00) $1,200.00 $ : 69 EROSION STONE TON 5.60) 3128.90 $600.00 $ - 70___|SWePP MANAGEMENT Ls 1.06 $6,300.00) $6,300.00] $ 020 |$ 1,260.00 7h MOBILIZATION. Ls 1.00) $135,000,00) $135,000.00. g - 72 [TRAFFIC CONTROL Ls L960 $15,000.06! $45,000.00: g = 73__ [RELOCATION OF MAILBOXES: EACH 3.00 $375.80 $3,000.00| 3 2,00 | $ 750.00 74___|REMOVAL OF SIGNS. BACH 29.00) $50.09) $1,450.00} $ 13.00 | $ 650.00 : 75__|REMOVE AND REINSTALL SIGNS EACH 17.00) $150.00) $2,550.00{ 8 17.00 | $ 2,550.00 ] 76 [TYPEASIGNS SE 95.951 $20.08 $1,901.00] $ 95.05 | $ 1,901.00 E 77 STEEL POSTS FOR TYPE A SIGNS LE 728.90) $13.00 $9,464.00) $ 728.00 | $ 9,464.00 Te 78 |LIGHT POLES : EACH: 12.08) $3,200.00: $38,400.00! $ = } 79 \ELECTRICAL CIRCUITS. LE 2237 80) $15.00 $33,555.00; $ - 2,25 80 |HANDHOLES AND JUNCTION BOXES EACH 5.08) $1,000.00: $5,000.00! $ = 8]__|PAINTED PAV’T MARKS, WATERBORNE/SOLVENT BASED STA. 3TA4 $156.00 $5,616.00| $ 37.44 | £ 5,616.00 : 82___|PAINTED PAV'T SYMBOLS, WATERBORNE/SOLVENTBASED EACH 5.80 $135.00 $675.00| $ 6,00 | 810.00 83 [REMOVAL OF FENCE, CHAIN LINK LE 106.00 $15.90) $1,590.00) $ a 84 ___|SPOT REPAIRS, SANITARY SEWER, BY COUNT EACH Lo6; $250.00 $250.00: EY = 85__|SPOT REPAIRS, SANITARY SEWER, BY LINEAR FOOT” LE 15.06) $409.00} $6,000,00; $ - é TOLAL OF THE BASE BID (Total of lk $2,134,856.90 $ = Bam ES ze SENS ie ARIAS Ree ee 6-Inch Subgrade Stabi oY 3 75.08 $25,950.00 117.62 | 3 8,821.50 $6 Polymer Grid Subgrade Stabilization sy | aoru|s 3.50 $7,269.89 534.32 | $ 1,870.12 3,78 Utility Conflict Delay oR B04 5 450,00 $3,600.00 g - z CO2 [Additional tree removal Ls 106 | $ 7,808.00 $7,800.00 | 3 - Fire Hydrant Extension Ls 1261 8 1,500.00 31,500.00 & - Addition Concrete 107 Third Street is 1064 $ 1,260.00 $1,200.00 $ - [ | Aditional Drainable Backfill for Wall LE 449.00 | 8 22.58 $9,900.00 8 - a . {_CO3 [Remove aud replace Retaining Well 330 Summerhays is 1.001 g 1,450.08 $1,450.00 A - i Lower Existing Water Line 331 Smmmerhays Is 100 3 3,250.00 $3,250.00 $ - [Winter Stahilization Mulch is 4.091 $ 1,100.06 $1,100.00 $s - CO4 |Watermain Conflict, 8inch Is. Leo} s 6890.00 $6,930.00 $s - {Water Service Abandonment l-inch Ls Loo] 8 2,100.00 $2,100.00 $ - Water Service Ahandanment Zinch Ls. Loo] $ 2,100.00 $2,100.00 s < Sewer Service Abandonment is ido 8 1,200.90 $1,200.00 $ - SW-S01 Intake (Mod.} BACH Loo | 3 6,743.40 $6,743.40 $ - COS [Water Service 6-inch BACH 100, 3 10,807.49 $10,807.49 A - Storm Sewer Service 8-inch BACH) 20018 2,100.00 $4,200.00 g - CO6 |Additional 6-inch Subgrade Stabilization cy 50.00 | $ 75.00 $3,750.00 $ + B Additional Polymer Grid Subgrade Stabilization ay 300.00 | § 350 $1,050.00 $ = 3 CO? |Additional 6-mch Suberade Siabinestien — Qeari ge oe An @LATINN rm "7