Consideration of Pay Estimate #8 – Rathje Construction, Original Town Urbanization Project – Motion to approve

DATE: 14-Jul-2025 owner: CITY OF TIFFIN PROJECT: Original Town Urbanization - Phase 3 # HORC#12218.131 PROJECT CONTRACTC Rathje Construction Co, (S = item's 1 [CLEARING & GRUBBING UNITS} __ 357.80 $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 2,833.30 | $ 38,249.55 4,118.51 | $ 55,599.89 3___|EXCAVATION, CLASS 10, WASTE cy | 4626.04 $12.50) $57,825.50 1,700.00 [$21,250.00 3,335.10 | $ 41,688.76 4 |TOPSOI, STRP, SALVAGE & RESPREAD cy 1008.72 $33.00 $33,287.76: 588,60} 19,423.80 739.9118 24,417.03 5 SUBGRADE PREPARATION sy. 9296.45 $2.00 $18,592.90 - [8 - 6,019.00 | $ 12,038.00 6 _|MODIFIED SUBBASE, cy 1579.47 $42.00) $66,337.74 70.50 | $ 2,961.00 1,009.46 [$ 42,397.32 7__|SHOULDER FINISH, EARTH STA 44.45 + $300.00) $13,335.00 33.00 | $ 9,300.00 63.00 | $§ 18,900.00 8 |REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LF 1120.00) $15.00) $16,800.00 229.00 | $ 3,435.00 1,294.00 | $ 19,410.00 9 STORM SEWER, TRENCHED, 12 IN DIA. LF 168.50 $80.00} $13,480.00 -_ [$s - 144.50 | $ 11,560.00 10 STORM SEWER, TRENCHED, 15 IN DIA. LF 833.50 $80.00 $66,680.00! 202.00 | $ 16,160.00 680.00 | 54,400.00. u STORM SEWER, TRENCHED. 18 IN DIA. LF 580.00 $100.00: $58,000.00 32.00 | $ 3,200.00 605.00 | 60,500.00 24 IN DIA 12 _|STORM SEWER, TRENCHED, LE 358.70) $145.00 $81,011.50 -_|s - 524.00 |$ 75,980.00 13___|PIPE APRON, RCP, 24 IN. EACH 1.00) $2,950.00 $2,950.00 -_ {s = 1.00 | $ 2,950.00 14 ___|PIPE APRON GUARD EACH 1,001 $1,400.00} $1,400.00 - |s - 1.00 | 8 1,400.00 15 _|SUBDRAIN, PREFORATED PLASTIC PIPE, 4 IN. DIA. LF 2994.00 $19.50 $58,383.00 31.00 | $ 7,234.50 2,432.00 | $47,424.00 16___|SUBDRAIN OUTLET, CMP, 4 IN. DIA BACH 28.00 $250.00 $7,000.00} 3.00 | $ 750.00 18,00 | $ 4,500.00 17__|SUBDRAIN CLEANOUT, TYPE RB, 24-INCH EACH 4.00 $4,250.00: $5,000.00, - |$ - : Ey - 18 |WATERMAIN, TRENCHED, DR-18 PVC, 6 IN. DIA, LE 819.00} $55.00 $45,045.00 73.00 | $ 4,015.00 459.00 | $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. LE 329.00 $70.00} $23,030.00 -_ [8 - - $ = 24 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 - $ - - g - 23 |WATER SERVICE PIPE, TYPE K COPPER, 1 IN, DIA. LF 239.00) $23.00! $5,497.00: - 48 : 30.00 | $ 690.00 24 [WATER SERVICE CORPORATION, 1 IN. DIA. EACH 4.00 $450.00 $1,800.00 -_|$ : - Ey - 25 |WATER SERVICE CURB STOP AND BOX, 1 IN. DIA. EACH 4.00 $500.00 $2,000.00 1,00 | $ 500.00 1.00 {| $ 500.00 26 {GATE VALVE, MJ, 6 IN. DIA. EACH 10.00) $1,900.00 $19,000.00 2.001 $ 1,900.00 5.00 | $ 9,500.00 27___|GATE VALVE, MI, 6 IN. DIA. EACH 1.00: $4,350.00 $4,350.00 - {8 : = £ - 28 FIRE HYDRANT ASSEMBLY, WM-201 EACH 1.00 $7,800.00) $7,800.00 - $ 2 1,00 | $ 7,800.00 29 _|VALVE BOX EXTENSION/ADJUSTMENT EACH 10.00 $500.00 $5,000.00 3.00 | 1,500.00 3.00 | $ 1,500.00 30_ |FIRE HYDRANT ADJUSTMENT. EACH 4.00) $1,850.00! $1,850.00 - |s8 : - $ - 31 |WATERMAIN CONFLICTS EACH 7.00 $5,500.00 $38,500.00: 1.00 | $ 5,500.00 3.00|$ 16,500.00 32__ [WATERMAIN REMOVALS Ls 1,00 $1,000.00 $1,000.00 - js - 6.50 | 500.00 3 MANHOLE, SW-401, 48 IN. EACH 3.00 $4,750.00 $14,250.00 1.00 | $ 4,750.00 2.00 | $ 9,500.00 34_ [MANHOLE, $W-401, 60 IN. BACH 1,00 $5,500.00 $5,500.00 - |s - 2.00[$ 13,000.00 35__ [INTAKE, SW-501 EACH 27.00 $3,800.00 $102,600.00 2.00 [$ 7,600.00 19.00] $ 72,200.00 36 INTAKE, SW-501, MODIFIED EACH 3.00 $5,650.00] $16,950.00 - $ - 3.00 | $ 16,950.00 37__JINTAKE, SW-507 EACH 1.00 $5,000.00! $5,000.00 = $ - = By - 38 _ (INTAKE, Sw-512 EACH 2.00 $1,350.00. $2,700.00 - |s - 4.00 | $ 5,400.00 39 _ {MANHOLE ADJUSTMENT, MINOR EACH 7.00 $500.00 $3,500.00 2.00 | $ 1,000.00 6.00 | $ 3,000.00 40 |INTAKE ADJUSTMENT, MINOR, EACH 2.00 $750,00 $1,500.00 - {$8 - > ty = Al |REMOVE INTAKE EACH 10.00; $750.00 $7,500.00 1.00 | $ 750.00 9.00 | $ 6,750.00 42 |PATCHES, FULL DEPTH FINISH, BY COUNT BACH £0.00 $100.00 $1,000.00, - (8 - : 8 - 43 PATCHES, FULL DEPTH FINISH, BY COUNT sy 111.00 $200.00 $22,200.00 = £ - = $ : 44 SUBBAS, (PATCHES) 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' 857.00 | $ 66,846.00 906.67 | $ 70,720.26 46 |PAVEMENT, PCC, CLASS C, 3 DURABILITY 6 IN. THICK SY 1549.80) $57.00 $88,338.60 1,296.00 |} $ 73,872.00 1,594.00 | $ 90,858.00 47 _ |PAVEMENT, BRICK/PAVER INLAY SY 657,70 $71.00] $46,696.70 328.85 | $ 23,348.35 328.85 | $ 23,348.35 48 __ [BITUMINOUS BEDDING COURSE sy 657.70 $29.90 $19,665.23 328.85 | $ 9,832.62 328.85 | $ 9,832.62 49 |CURB AND GUTTER, 36 IN. WIDE, 9 IN. THICK. LE 3533.40) $32.70 $115,542.18 732,00 | $ 23,936.40 2,501.00 | $ 81,782.70 50 |PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN. THICK sy 4805.30 $45.90 $220,563.27| 38639 |$ 40,685.30 3,151.89 | $144,671.75 51 |FULL DEPTH RECLAMATION sy 6203.10 $4.50 $27,913.95 = 8 - 5,301.76 | $ 23,857.93 52__ [REMOVAL OF SIDEWALK sy 971.00 $9.00 $8,739.00 -_ |$s = 534.60 | $ 4,811.40 53 |REMOVAL OF DRIVEWAY sy 489.00] $9.00 $4,401.00 206.76 | $ 4,860.84 772.16 | $ 6,954.84 54__ [REMOVAL OF PAVEMENT sy $300.00 $9.00 $7,200.00 508.00 | $ 4,572.00 508.00 | $ 4,572.00 55 SIDEWALK, PCC, 41N. sy 1221.30 $50.70 $61,919.91 : $ = 297.30 | $ 15,073.11 36 __|SIDEWALK, PCC, 6 iN. sy 801.60) $80.00 $64,128.00 230.40|$ 18,432.00 24735 |$ 19,788.00 57__| COMBINED SIDEWALK AND RETAINING WALL cy 82.10 $275.00 $22,577.50 -_ {8 - 88.16 | $24,244.00 58 ___ [CONCRETE STEPS SF 72.00 $150.00 $10,800.00 - [8 - $2.00 | $ 12,300.00 59 __ [DETECTABLE WARNING SF 374.00 $47.25 $17,671.50 -_|8 - 100.00 | ¢ 4,725.00 60__|DRIVEWAY, PAVED, PCC, 6 IN. sy 727.00 $74.40 $54,088.80 - [8 - 42518 | $ 31,633.39 61 [DRIVEWAY, GRANULAR TON 34.00 $31.00 $1,054.00 18.06 | $ 559.86 18.06 | $ 559.86. 62 ISLOPE PROTECTION, WOOD EXCELSIOR MAT. sQ 7.00 $100.00 $700.00 - $ = - £ - 3_ [STABILIZAING CROP SEEDING, FERTILIZING, (URBAN) ACRE 0.50 $1,500.00 $750.00 - |$ - - g - 64__|CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING ACRE 1.25 $3,500.00 $4,375.00 - [8 : = g - 65 __ |PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 9 INCH LE 300.00 $3.00 $900.00) 375.00 | $ 1,125.00 575.00 | $ 4,725.00 66__ |PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 12 INCH LE 300.00] $4.00: $1,200.00 - |s - -_|s - 67 {REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE LE 600.00 $0.50 $300.00 -_ |$ = : $ - 68 __|REVETMENT, CLASS D TON 20.00 $60.00 $1,200.00 -_ [8 - 11.24 |$ 674.40 69__|BROSION STONE TON 5.00 $120.00 $600.00 - |[s - a3i| 3 997.20 70___|SWPPP MANAGEMENT Ls 1.00: $6,300.00 $6,300.00 0.101 $ 630,00 0.60 | $ 3,780.00 71__ [MOBILIZATION Ls 1.00 $135,000.00 $135,000.00 0.30/% 40,500.00 1.00} $ 135,000.00 72_ |TRAFFIC CONTROL Ls 1.00 $15,000.00 $15,000.00 0.10 | $ 1,500.00 0.80} $ 12,000.00 73___|RELOCATION OF MAILBOXES EACH 8.00 $375.00 $3,000.00 - [8 : 6.00 | $ 2,250.00 74___|REMOVAL OF SIGNS EACH 29.00 $50.00 $1,450.00: - [$8 - 20,00 | $ 1,000.00 75 REMOVE AND REINSTALL SIGNS. EACH 17.00 $150.00 $2,550.00: = 3 = - $ = 76 [TYPE A SIGNS SF 95.05 $20.00 $1,901.00 - $ - = $ - 77 STEEL POSTS FOR TYPE A SIGNS LE 728.00) $13.00 $9,464.00 = $ = = EY - 78__ |LIGHT POLES EACH 12.00) $3,200.00 $38,400.00 - |s - 6.00 | $ 19,200.00 79___|BLECTRICAL CIRCUITS LF 2237.00! $15.00 $33,555.00 - (8 = 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 81__ [PAINTED PAV'T MARKS, WATERBORNE/SOLVENT BASED sTA 37,44! $150.00 $5,616.00 - (8 : = $ = 82. [PAINTED PAV'T SYMBOLS, WATERBORNE/SOLVENT BASED EACH 5.06} $135.00) $675.00 -~ ([$ - - $ = 83 [REMOVAL OF FENCE, CHAIN LINK LF 106.00) $15.00 $1,590.00 - $ : = $ - 84__ |SPOT REPAIRS, SANITARY SEWER, BY COUNT EACH 1.00 $250.00 $250.00 -~_ [8 : 2.00 | $ 500.00 85 SPOT REPAIRS, SANITARY SEWER, BY LINEAR FOOT LF 15.00 $400.00 $6,000.00: - $ - 54,00 | & 21,600.00 TOTAL GF THE BASE BID (Total of ltems 1-85): $2,134,856,90 $457,179.22 $1,463,083.81 Z LED B EE EEE EEE CO1_|6-Inch Subgrade Stabilization cy 346.00 | 75,00 $25,950.00 $ 41231 | $ 30,923.25 Polymer Grid Subgrade Stabilization. sy 2,077.11 | $ 3.50 $7,269.89 $ = 3,253.20 | $ 11,386.21 Utility Conflict Delay BR 3.00 | ¢ 450,00 $3,600.00 3.00 | $ 3,600.00 CO2_|Additional tree removal Ls 1.00 | $ 7,800.00 $7,800.00 $ - 1.00 | 8 7,800.00 Fire Hydrant Extension Ls 1.00 | $ 1,300.00 $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 LE 440.00 | $ 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 8 - 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 | $ 1,100.00 $1,100.00 1.00 | $ 1,100.00 CO4 [Watermain Conflict, 8-inch Ls 1.00 | $ 6,930.00 $6,930.00 1.00 | $ 6,930.00 2.00|$ 13,860.00 Water Service Abandonment J-inch is 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.) (| BAcH 1.00 | s 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 8-inch EACH 2.00 | 3 2,100.00 $4,200.00 g - 1.00 | $ 2,100.00 C06 [Additional 6-inch Subgrade Stabilization c¥ 50.00 | $ 75.00 $3,750.00 3 - 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 85.56 | $ 75.00 $6,417.00 63.62 | $ 5,146.50 68.62 | 8 5,146.50 Additional Polymer Grid Subgrade Stabilization sy 513.33 | 3.50 81,796.66 534.3218 1,870.12 53432 | $ 1,870.12 $0.00 $ - - {$s > CHANGE ORDER SUB-TOTAL 8 $122,836.97 AMOUNT $471,125.84 $_1,585,920.78 Materials Stored on-site Materials Installed on-site (Deduct MATERIALS SUB-TOTAL LEE NES