Discussion and Consideration of Pay Application #12 – Rathje Construction – Original Town Urbanization – Motion to Approve — K-4

DATE: 16-Dec-2025 owner: - CITY OF TIFFIN PROJECT: Original Town Urbauization - Phase 3 PROJECT # HEC#12218.131 contract¢ Rathje Construction Co. ITEM CONTRACT | | EST UNIT CONTRACTOR's NO. XTEMS UNIT] QTY PRICE BID PRICE BIDSCHEDULE Pay Period #12 TOFAL TO-DATE (NOTE: Items shown in BOLD are the ADDENDUM CHANGES) ory AMOUNT Qry AMOUNT | 1_ [CLEARING & GRUBBING UNITS| 357.80 $30.00 $10,734.00 $ : 307.80 | $ 9,734.00 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW cy 5634.76 $13.50 $76,069.26 $ - 5,634.76 | $ 76,069.27 3 EXCAVATION, CLASS 10, WASTE cy 4626.04 $12.50 $57,825.50 g = 4,626.04 | $ 57,825.51 4 __ |TOPSOIL, STRP, SALVAGE & RESPREAD. cy 1008.72! $33.00 $33,287.76 $ - 389.91 |$ 29,367.03 5___|SUBGRADE PREPARATION sy 9296.45 $2.00 $18,592.90 $ - 9,296.36 |$ 18,592.72 6 MODIFIED SUBBASE CY 1579.47, $42.00 $66,337.74 $ : 1,579.47 | 3 66,337.74. 7 SHOULDER FINISH, EARTH STA 4445 $300.00 $13,335.00 $ - 44.45 | 3 13,335.00 & {REMOVAL OF KNOWN FIPE CULVERTS, MISC, SIZE AND TYPE LF 1120.00 $15.00 $16,800.00: 10.00 | $ 150,00 1,537.00 | $ 23,055.00 9 STORM SEWER, TRENCHED, 12 IN DIA. LF 168.50: $80.00} $13,480.00 g - 219.00 | 3 17,520.00 10___|STORM SEWER, TRENCHED, 15 IN DIA. LE 833.50. $30.00 $66,680.00 $ : 874.50 | $ 69,960.00 lL STORM SEWER, TRENCHED, 18 IN DIA. LE 580.00; $100.00] $58,000.00 g = 605.00 | 60,500.00 12 STORM SEWER, TRENCHED, 24 IN DIA. LE 558.70 $145.00; $81,011.50 46.00 | $ 6,670.00 570,00 | $ 82,650.00 13 PIPE APRON, RCP, 24 IN. EACH 1.00. $2,950.00; $2,950.00 $ = 1.00; $ 2,950.00 14 _|PIPE APRON GUARD EACH 1.00: $1,400.00) $1,400.00 $ = 1.00 | 1,400.00 15 |SUBDRAIN, PREFORATED PLASTIC PIPE, 4 IN. DIA. LE 2994.00 $19.50 $58,383.00 10.00 | $ 195,00 3,612.00 | $ 70,434.00 16 |SUBDRAIN OUTLET, CMP, 4 IN. DIA EACH 28.00 $250.00 $7,000.00 2.00 | $ 00,00 42.00|$ 16,500.00 17__|SUBDRAIN CLEANOUT, TYPE B, 24-INCH EACH 4.00 $1,250.00 $5,000.00 2.00 | $ 2,500.00 4.00 | 5 §,000,00 18 |WATERMAIN, TRENCHED, DR-18 PVC, 6 IN. DIA. LF 819.00 $55.00 $45,045.00 29.00 | $ 1,595.00 695.00 | $ 38,225.00 19 _ |WATERMAIN, TRENCHED, DR-18 PVG, 4 IN. DIA. LE 11.06) $85.00 $935.00 $ - -_|s - 20___ |WATERMAIN, TRENCHLESS, DR-18 PVC, 6 IN. DIA. LE 329.00 $70.00 $23,030.00 $ : 329.00 | $ 23,030.00 21 _|BITTINGS, MJ, DIP, 6IN. DLA. EACH 40.00 $400.00 $16,000.00 10.00 | $ 4,000.00 30,00|$ 12,000.00 22 |RITTINGS, MJ, DP, 12 IN. DIA. EACH 2.00) $1,000.00 $2,000.00 2.00 | $ 2,000.00 400 | $ 4,000.00 23 [WATER SERVICE PIPE, TYPE K COPPER, 1 IN. DIA. : LE 239.00) $23.00 $5,497.00 42.00 | $ 966.00 73.00 | $ 1,794.00 24 |WATER SERVICE CORPORATION, 1 IN. DIA. “__|BACH 4.00 $450.00) $1,800.00 2.00 | & 900.00 3.00! $ 4,350.00 25 ___|WATER SERVICE CURB STOP AND BOX, 1 IN. DIA. EACH 4.00 $500.00 $2,000.00 3 = 1.00 | $ 500.00 26 |GATE VALVE, MJ, 6 IN, DIA. EACH 10.00 $1,900.00) $19,000.00 2,00 | $ 3,800.00 11.00 | $20,900.00 27__|GATE VALVE, MJ, 6 IN. DIA. EACH 1.00} $4,350.00 $4,350.00 $ - = $ So 28 [FIRE HYDRANT ASSEMBLY, WM-201 EACH 1.00! $7,800.00 $7,800.00) $ - 1.00 | $ 7,800.00 29 _ |VALVE BOX BXTENSION/ADJUSTMENT. BACH 10,00 $500.00} $5,000.00 4.00 | 2,000.00 12,00 | $ 6,000.00 30__ [FIRE HYDRANT ADJUSTMENT EACH 1.00 $1,850.00 $1,850.00 $ - - Is - 31__ |WATERMAIN CONFLICTS EACH 7.00 $5,500.00) $38,500.00 $ - 4.00[$ 22,000.00 32___|WATERMAIN REMOVALS Ls 1.00: $1,000.00} $1,000.00: 0.30 | $ 300.00 1.00 | $ 1,000.00 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 g - 2,00 | $ 14,000,00 35 INTAKE, SW-SO1 EACH 27.00 $3,800.00) $102,600.00 2.00} $ 7,600.00 26,00 | $ 98,800.00 36__[INTAKE, SW-S01, MODIFIED EACH 3.00 $5,650.00 $16,950.00 A > 3.00} $ 16,950.00 37___|INTAKE, Sw.507 EACH 1.00 $5,000.00 $5,000.00 100 | $ 5,000.00 1.00 | $ $,000.00 38 |INTAKE, SW-512 EACH 2.00 $1,350.00 $2,700.00 $ : 4.00 | 8 5,400.00 39 MANHOLE ADJUSTMENT, MINOR, EACH 7.00 $500.00 $3,500.00 $ - 7.00 | $ 3,500.00. 40 [INTAKE ADJUSTMENT, MINOR BACH 2.00 $750.00 $1,500.00 $ - 2,00 | $ 1,500.00 44 [REMOVE INTAKS EACH 10.00 $750.00 $7,500.00 $ : 9.60 | $ 6,750.00 42 _ |PATCHES, FULL DEPTH FINISH, BY COUNT BACH 10.00 $100.00 $1,000.00 5.00 | $ 500.00 5.00 | $ 500.00 43 _ |PATCHES, FULL DEPTH FINISH, BY COUNT sy 141.00 $200.00 $22,200.00 30.67 | § 6,134.00 30.671 6,134.00 44 __|SUBBAS, PATCHES) sy 111.00) $40.00 $4,440.00) 30.67 | $ 1,226.80 30.67 | $ 1,226.80 AS PAVEMENT, PCC, CLASS C, 3 DURABILITY 9 IN. THICK sy 1794.20] $78.00 $139,947.60 (323.10)| $ (25,201.80). 1,471.32 | $ 114,762.96 46 _|PAVEMENT, PCC, CLASS C, 3 DURABILITY 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 $ - 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. LF 3533.40) $32.70 $115,542.18 $ - 3,534.00 | $ 115,561.80 50__ |PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN. THICK, SY 4805.30) $45.90 $220,563.27| 828.64 |$ 38,034.58 4,425.53 | $203,131.83 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 $ - 993.36] $ 8,940.24 53 REMOVAL OF DRIVEWAY sy 489.00) $9,00 $4,401.00: $ - 1,145.49 | $ 310,309.41 54__|REMOVAL OF PAVEMENT sy 800.00 $9.00 $7,200.00 8 = 804.85 | $ 7,243.65 55__|SHDEWALK, PCC, 4 IN. sy 1221.30) $50.70 $61,919.91 400.06 | $ 20,283.04 1,221.30} $61,919.91 \__ 56 |SEWALK, PCC, 6IN. sy 801.60 $80.00 $64,128.00 491.22 |$ 39,297.60 801.60 | $ 64,128.00 [57 _|compINED SIDEWALK AND RETAINING WALL cy | 82.10 $275.00 $22,577.50) s - 88.16 [3 24,244.00 {58 [CONCRETE STEPS sF_[ 72.00 $150.00 $10,800.00 21.00 | $ 3,150.00 103.00] $ 15,450.00 59 [DETECTABLE WARNING SE 374.00 $47.25 $17,671.50 184.00 | $ 8,694.00 434.00 | $ 20,506.50 60 DRIVEWAY, PAVED. PCC, 6 IN. sy 727.00] $74.40 $54,088.80 215.40 | 8 16,025.76 938.79 | $ 69,845.97 6h DRIVEWAY, GRANULAR TON 34.00 $31.00 $1,054.00! Ey : 18.06 | $ 559.86 62__|SLOPE PROTECTION, WOOD EXCELSIOR MAT 8Q 7.00) $100.00 $700.00 A - - |$ - 63 STABILIZAING CROP SEEDING, FERTILIZING, (URBAN) ACRE 0.50 $1,500.00 $750.00: 3 - = $ = 64 [CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING ACRE 1.25: $3,500.00 $4,375.00! 3 = - $ : 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) 3 = = 3 2 67__ [REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE LE 600.00 $0.50 $300.00 Ey = - RY : 68 __ |REVETMENT, CLASS D TON 20.00 $60.00 $1,200.00 & - 11.24 | $ 674.40 69 __ |EROSION STONE TON 5.00 $120.00 $600.00 A - 3311 $ 997.20 7 SWPPP MANAGEMENT Ls 1.00 $6,300.00 $6,300.00 g = 0.80 | $ 5,040.00 71 |MOBILIZATION LS 1.00 $133,000.00 $135,000.00 Ey - 1.00] $ 135,000.00 72__| TRAFFIC CONTROL Ls 1.00 $15,000.00 $15,000.00 0.10 | $ 4,500.00 1.00] $ 15,000.00 73 |RELOCATION OF MAILBOXES EACH 8.00 $375.00 $3,000.00 $s - 6.00 | $ 2,250.00 74__|REMOVAL OF SIGNS BACH 29.00 $50.00 $1,450.00 $ : 24.00 | $ 1,200.00 73 REMOVE AND REINSTALL SIGNS EACH 17.00 $150.00) $2,550.00 g > - $ - 76 [TYPE A SIGNS SF 95.05 $20.00) $1,901.00) £ = - $ - 71 ___|STEEL POSTS FOR TYPE A SIGNS LF 728.00) $13.00 $9,464.00 £ = ~ $ - 73 [LIGHT POLES EACH 12.00 $3,200.00 $38,400.00 2.00 | $ 6,400.00 12.00} 8 38,400.00 79 {ELECTRICAL CIRCUITS LF 2237.00 $15.00 $33,555.00 399.00 | & 5,985.00 2,237.00 |$ 33,555.00 80 |HANDHOLES AND JUNCTION BOXES EACH 5.00 $1,000.00 $5,000.00 1.00} $ 1,000.00 5.00 | ¢ 5,000.00 81 [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 s ~ - Ey = 83 |REMOVAL OF FENCE, CHAIN LINK, LE 106.00 $15.00 $1,590.00 $ So = $ : 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 LE 15.00 $400.00 $6,000.00 $ - 61.00[$ 24,400.00 TOTAL OF THE BASE BID (Total of Items 1-85): $2,134,856.90 $161,204.98 $2,105,638.67 COL _|6-Inch Subgrade Stabilization, cy 346,00 |_8 75.00 $25,950.00 $ = 41231 |$ 30,923.25 (Polymer Grid Subgrade Stabilization sy | 207711 | 3.50 $7,269.89 $ - 3,253.20/8 11,386.21 Utility Conflict Delay BR 8.00 | $ 450.00 $3,600.00 6.00 | & 2,700.00 20.00 | $ 9,000.00 CO2_ [Additional tree removal : LS 1.00 | ¢ 7,800.00 $7,800.00 $ - 1.00 | ¢ 7,800,00 | [Rire Rydrant Extension is 1.001 $ 1,500.00 $1,500.00 3 - 1.00 | $ 1,500.00 [ [Addition Concrete 107 Third Street Ls -1.00 | § 4,200.00 $1,200.00 3 - 1.00 | $ 1,200.00 { |Aditional Drainable Backfill for Wall LF 440,00 | 22.50 $9,900.00 A - 440.00 | $ 9,900.00 1" Co3 [Remove and replace Retaining Wall 330 Summechays Lg 1.00 | $ 1,450.00 $1,450.00 $ - i100 | § 1,450.00 (Lower Existing Water Line 331 Summerhays Ls. 1.00] 8 3,250.00 $3,250.00 A - 1,00 | ¢ 3,250.00 [Winter Stabilization Muich LS 1.00 | $ 4,100.00 $1,100.00 A - 1.00 | $ 4,100.00 CO4 [Watermain Conflict, S-inch LS 1,00 | 8 6,930.00 $6,930.00 A - 2.00| 8 13,860.00 Water Service Abandonment 1-inch LS 1.00 | $ 2,100.00 $2,100.00 s 2 1.00 | ¢ 2,400.00 Water Service Abandonment Z-inch LS 1.00 | $ 2,100.00 $2,100.00 A - 1.00 | 2,100.00 Sewer Seryice Abandonment LS 1.00| $ 1,200.00 $3,200.00 3 - 1.00 | § 1,200.00 SW-S0i Intake Mod.) EACH 1.00] s 6,743.40 $6,743.40 8 : 100 | 6,743.40 COS [Water Service 6-inch BACH too] $s 10,807.49 $10,807.49 $ - 100 | $ 10,807.49 Storm Sewer Service 8-inch. EACH 2.00 | $ 2,100.00 $4,200.00 $ - 1.00] $ 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 8¥ 300.00 | $ 3.50 $1,050.00 8 - 300.00 | 1,050.00 CO7_|Addifional 6-inch Subgrade Stabilization cy 35.56 | $ 75.00 $6,417.00 $ - 63.62 | 5,146.50 Additional Polymer Grid Subgrade Stabilization sy 513.33 | $ 3.50 $1,796.66 g : 534,32 | $ 1,870.12 COs |Reconstruction of Sanitary Sewer Services Ls 1.00 | § 17,199.61 $17,199.61 1,00] $ 17,199.61 1.00 | $ 17,199.61 CO9 |Full Depth Patch, 9-Inch PCC sy 349.35 | $ 165.00 $57,642.75 323.10|$ 53,311.50 323.10] $53,311.50 $184,956.80 A = - [8 = CHANGE ORDER SUB-TOTAL $73,211.41 $198,748.08 AMOUNT EARNED TOTAL $2,304,386.75 9998 Materials Stored on-site|*-! - 9999 ‘Materials Instalied on-site (Deduct)| ~ MATERIALS SUB-TOTAL ~ = TOTAL ; $234,416.09 S_ 2,304,386.75