Discussion and Consideration of Pay Application #11 – Rathje Construction, Original Town – Motion to Approve

DATE: 12-Nov-2025 OWNER: CITY OF THFFEN PROJECT: Original Town Urbanization ~ Phase 3 PROect# BEC#12218.131 CONTRACTC Rathje Construction Co. EKEM CONTRACT | | UNIT : i TOLALTO DATE ©. oN z SY aes AMOUNT Ory AMOUNT 1 CLEARING & GRUBBING. UNITS| 357.80 $30.00 $10,734.00 $ : 307.80 | $ 9,234.00 2 JEXCAVATION, 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 g - 889.91 | $ 29,367.03 5 SUBGRADE PREPARATION sy 9296.45) $2.00 $18,592.90 g 9,296.36 | $ 18,592.72 6 MODIFIED SUBBASE. cy 1579.47 $42.00) $66,337.74 s - 1,579.47 | $ 66,337.74 7 SHOULDER FINISH, EARTH. STA 4445 $300.00 $13,335.00 Ey : A445 | $ 13,335.00 8 REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LE 1120.00 $15.00) $16,800.00 10.00 | $ 150,00 1,527.00 | $ 22,905.00 9 STORM SEWER, TRENCHED, 12 IN DLA. LF 168.50 $80.00: $13,480.00 $ : 219.00 | § 17,520.00 10___ [STORM SEWER, TRENCHED, 15 IN DIA, LE 833.50] $80.00 $66,680.00. $ 874.501 $ 69,960.00 I1__|STORM SEWER, TRENCHED, 18 INDIA LE 580.00 $100.00 $58,000.00 8 - 605.00 | $__ 60,500.00 12__|STORM SEWER, TRENCHED, 24 IN DIA. LE 558.70 $145.00 $81,011.50 3 524.00 | $ 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 EACH 1.00. $1,400.00) $1,400.00 g - 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 3,602.00 | $ ~ 70,239.00 16 |SUBDRAIN OUTLET, CMP, 4 IN. DIA EACH 28.00 $250.00 $7,000.00 2.00 | $ 500.00 40.00 | $ 16,000.00 17__ |SUBDRAIN CLEANOUT, TYPE B, 24-INCH EACH 4.00 $1,250.00 $5,000.00 2.00 | $ 2,500.00 2.00 | $ 2,500.00 18 |WATERMAIN, TRENCHED, DR-18 PVC, 6 IN. DIA LE 819.00) $35.00 $45,045.00: 207.00|$ 11,385.00 666.00 | "36,630.00 19 |WATERMAIN, TRENCHED, DR-18 PVC, 4 IN. DIA. LE 11.00 $85.00 $935.00. $ : $ = 20 |WATERMAIN, TRENCHLESS, DR-18 PVG, 6 IN. DIA LE 329.00 $70.00) $23,030.00 329.00] $ 23,030.00 329.00 | $ 23,030.00 21 FITTINGS, MJ, DIP. 6 IN. DIA. EACH 40.00 $400.00 $16,000.00 5.00 | $ 2,000.00 20.00 | $ 8,000.00 22 _|FITFINGS, MJ, DIP, 12 IN, DIA. EACH 2.00! $1,000.00 $2,000.00 2.00 | $ 2,000.00 2.00 | $ 2,000.00 23 __|WATER SERVICE PIPE, TYPE K COPPER, 1 IN, DIA LF 239.00 - $23.00 $5,497.00 6.00 | $ 138.00 36.00 | $ 828.00 24 |WATER SERVICE CORPORATION, 1 IN. DIA. EACH 4.00 $450.00 - $1,800.00 100 | $ 450.00 1.00 | $ 450.00 25 _:| WATER SERVICE CURB STOP AND BOX, 1 IN. DIA EACH 4.00 $500.00 $2,000.00 A 1,00 | $ 500.00 26 |GATE VALVE, MJ, 6 IN. DIA. EACH 10.00 $1,900.00) $19,000.00 4.00 | $ 7,600.00 9.00|$ 17,100.00 27__ {GATE VALVE, MJ, 6 IN. DIA. EACH 1.00] $4,350.00 $4,350.00 $ : : 8 - 28 |FIREHYDRANT ASSEMBLY, WM-201 EACH 1.00 $7,800.00 $7,800.00 & - 1.00 | $ 7,800.00 29 VALVE BOX EXTENSION/ADJUSTMENT EACH 10.00 $500.00 $5,000.00 1.00 | 3 500.00 8.00 | 4,000.00. 30___|FIREHYDRANT ADJUSTMENT EACH 1.00 $1,850.00 $1,850.00 $ : - $ - 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 0.20 | $ 200.00 0.70 | $ 700.00 33__ |MANHOLE, SW-401, 48 IN. EACH 3.00 $4,750.00} $14,250.00 3g - 2.00 | $ 9,500.00 3 MANHOLE, SW-401, 60 IN. EACH 1.00 $5,500.00) $5,500.00 $ = 2.00 | $ 14,000.00 35__ INTAKE, SW-501 EACH 27.00 $3,800.00 $102,600.00 A 24.00[$ 91,200.00 36__[INTAKE, $W-501, MODIFIED EACH 3.00 $5,650.00 $16,950.00 3 3.00|$ 16,950.00 37__|INTARKE, SW-507 EACH 1.00) $5,000.00 $5,000.00 3 - ~ $ = 38 __[INTAKE, SW-512 EACH 2.00 $1,350.00. $2,700.00 $ 4,00 | $ 5,400.00 39 ___|MANHOLE ADJUSTMENT, MINOR EACH 7.00 $500.00 $3,500.00, 3 : 7.00 | $ 3,500.00 40 [INTAKE ADJUSTMENT, MINOR EACH 2.00) $750.00 $1,500.00 8 - 2.00 | $ 1,500.00 Al 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 $ - $ - 43 |PATCHES, FULL DEPTH FINISH, BY COUNT. sy. 111.00 $200.00 $22,200.00 3 - [8 = 44 __|SUBBAS, (PATCHES) sy 111.00 $40.00) $4,440.00 $ : - EJ - 45 _|PAVEMENT, PCC, CLASS C, 3 DURABILITY 9 IN. THICK. sy 1794.20 $78.00} $139,947.60 $ 1,794.42 |$ 139,964.76 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 S¥ 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 30 |PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN. THICK sy. 4805.30 $45.90 $220,563.27 $ : 3,596.89 | 8 165,097.25 51 (FULL DEPTH RECLAMATION sy 6203.10 $4.50 $27,913.95 $ 6,449.76 | $ 29,023.95 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 | $ 10,309.41 54 [REMOVAL OF PAVEMENT sy $00.00 $9.00 $7,200.00 $ 804.85 | $ 7,243.65 55 |SWWEWALK, PCC, 4 IN. sy 1221.30 $50.70 $61,919.91 £ - 821.24 | $ 41,636.87 36 |SIWEWALK, PCC, 6 IN. sy 801.60) $80.00) $64,128.00 A 310.38 | $ 24,830.40 57__ |COMBINED SIDEWALK AND RETAINING WALL cy 82.10 $275.00 $22,577.50 $ - 88.16 [$ 24,244.00 58 [concrere STEPS: SF 72.00, $150.00; $10,800.00 $ - 82.00 | $ 12,300.00 59__ [DETECTABLE WARNING SF 374.00 $47.25 $17,671.50] 50.00 | $ 2,362.50 250.00 | $ 11,812.50 60 DRIVEWAY, PAVED. PCC, 6 IN. SY 727.00 ST4.40 $54,088.80: $ : 723.39 | $ 53,820.21 61__ |DRIVEWAY, GRANULAR TON 34,00] $31.00 $1,054.00 $ 18.06 | $ 559,86 62__'|SLOPE PROTECTION, WOOD EXCELSIOR MAT 8Q 7.00) $100.00 $700.00 $ - ~ 18 ~ 63 _|STABILIZAING CROP SEEDING, FERTILIZING, (URBAN) ACRE 0.50 $1,500.00 $750.00 $ -_ |s : 64 CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING ACRE 1.25' $3,500.00 $4,375.00 $ - $ : 65__ |PERIMETER?SLOPE SEDIMENT CONTROL DEVICE 9 INCH LF 300.00 $3.00 $900.00 $ : 575.00 | $ 1,725.00 66 |PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 12 INCH LF 300.00 $4.00 $1,200.00 § - - |$ - 67__ [REMOVE PERIMETER+SLOFE SEDIMENT CONTROL DEVICE UF 600.00 $0.50 $300.00 $ = - $ - 68 |REVETMENT, CLASS D TON 20.00 $60.00 $1,200.00 $ : 11.24 | § 674.40 69 _}EROSION STONE, TON. 3.00 $120.00 $600.00 $ 831} 8 997.20 70 [SWPPP MANAGEMENT LS 1.00 $6,300.00 $6,300.00 $ 0.30 | $ 5,040.00 7\___|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) $ : 0.90 | 8 13,500.00 73 [RELOCATION OF MAILBOXES EACH 8.00) $375.00 $3,000.00! $ 6.00 | 2,250.00 74___ {REMOVAL OF SIGNS EACH 29.00 $50.00. $1,450.00: $ 24.00 | & 1,200.00 75___|REMOVE AND REINSTALL SIGNS EACH 17.00] $150.00 $2,550.00 $ : : $ - 76___ [TYPE A SIGNS SE 93.05 $20.00 $1,901.00 $ = $ = 77__|STEEL POSTS FOR TYPE A SIGNS LE 728.00 $13.00 $9,464.00 $ 2 : $ : 78 |LIGHT POLES EACH 12.00 $3,200.00 $38,400.00 $ : 10.00] 8 32,000.00 79 |BLECTRICAL CIRCUITS LF 2237.00! $15.00 $33,555.00 8 1,838.00 $ 27,570.00 80 |[HANDHOLES AND JUNCTION BOXES EACH 5.00. $1,000.00 $5,000.00 $ - 4,00 | $ 4,000.00 81__ [PAINTED PAV'T MARKS, WATERBORNE/SOLVENT BASED STA 37.44 $150.00 $5,616.00 $ : - | - 82 _|PAINTED PAVT SYMBOLS, WATERBORNE/SOLVENT BASED EACH 5.00 $135.00 $675.00 $ = $ : 83 [REMOVAL OF FENCE, CHAIN LINK. LE 106.00 $15.00 $1,590.00 £ - : $ : 24__ |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 1 OF THE BASE BID (Total of Itexs 1-8: $2,134,856.90 $ 53,010.50 $1,944,433.69 ee Zz EE CO1_ [6-Inck Subgrade Stabilization cy 346.00 | $ $25,950.00 $ - 41231 | $ 30,923.25 Polymer Grid Subgrade Stabilization sy | 2077.11! 3 $7,269.89 $ - 3,253.20 | $ 11,386.21 titity Conflict Delay BR 3.00 | $ $3,600.00 6.00 | 2,700.00 14,00 | $ 6,300.00 CO2_ [Additional tree removal Ls 4.00 | 8 7,800.00 $7,800.00 A - 1.00 | 7,800.00 Fire Hydrant Extension Ls 1.00 | $ 1,500.00 $1,500.00 A - 1.00 | $ 1,500.00 { [Addition Concrete 107 Third Street Ls 1.00] § 1,200.00 $1,200.00 g 1.00 | 8 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 s - 1,00 | $ 1,450.00 [Lower Existing Water Line 331 Summerhays LS 1.00 | $ 3,250.00 $3,250.00 $s 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 $ - 2.00 | $ 13,860.00 Water Service Abandonment 1-inch Ls 1.00 | $ 2,100.00 $2,100.00 s 1.00 | ¢ 2,100.00 Water Service Abandonment 2-inch Ls 1.00 [8 2,100.00 $2,100.00 $s - 1.00 | $ 2,100.00 Sewer Service Abandonment Ls 1.00 | $ 1,200.00 $1,200.00 $ - 1,00 | $ 1,200.00 SW-501 Intake (Mod.) EACH 1.00 | & 6,743.40 $6,743.40 $ : 1.00 | $ 6,743.40 CO5__ [Water Service ¢inch EACH 1.00| $ 10,807.49 $10,807.49 8 1.00|8 10,807.49 ‘Storm Sewer Service 8-inch EACH 2.00 | $ 2,100.00 $4,200.00 $ - 1.00 | $ 2,100.00 CO6 |Additional 6inch Subgrade Stabilization cy 50,00 | $ 75,00 $3,750.00 $ - 50.60 | $ 3,750.00 Additional Polymer Grid Subgrade Stabilization s¥ 300.00 | $ 3.50 $1,050.00 8 > 300.00 | $ 1,050.00 CO7_|Additional 6-inch Subgrade Stabilization cy 35.56 | 8 75.00 $6,417.00 g 68.62 | 8 5,146.50 Additional Polymer Grid Subgrade Stabilization sy 513.33 | 8 3.50 $1,796.66 $ 534,32 | 1,870.12 COs Reconstruction of Sanitary Sewer Services LS 17,199.61 | $ 1,00 $17,199.61 $ - COS Ls $ 1.00 $0.00 $ $127,314.05 gs = = - CHANGE ORDER SUB-TOTAL $2,700.00 Materials Stored on-site| iz