K-4 - Pay Estimate 5 - Rathje Construction - Original Town Phase 3

DATE: 26-Dec-2024 owNnerR: CITY OF TIFFIN PROJECT: Original Town Urbanization - Phase 3 PROJECT # ELFC#12218.131 CONTRACTC Rathje Construction Co. NO, ITEMS | UNIT | QTY PRICE BID PRICE ITEM CONTRACT EST UNIT CONTRACTOR's BID SCHEDULE Pay Period #5 TOTAL TO DATE (NOTE: Items shown in BOLD are the ADDENDUM CHANGES) QTY AMOUNT QTY AMOUNT ] 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 $ - 1,235.21 16,675.34 3 EXCAVATION, CLASS 10, WASTE CY 4626.04 $12.50 $57,825.50 $ - 1,083.91 13,548.88 4 TOPSOIL, STRP, SALVAGE & RESPREAD CY 1008.72 $33.00 $33,287.76 $ - 151.31 4,993.23 5 SUBGRADE PREPARATION ° SY 9296.45 $2.00 $18,592.90 $ - 3,219.00 6,438.00 6 MODIFIED SUBBASE CY 1579.47 $42.00 $66,337.74 $ - 414.11 17,392.62 7 SHOULDER FINISH, EARTH STA 44,45 $300.00 $13,335.00 $ - - - 8 REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LF 1120.00 $15.00 $16,800.00 $ - 650.00 9,750.00 9 STORM SEWER, TRENCHED, 12 IN DIA. LF 168.50 $80.00 $13,480.00 $ - 134,50 10,760.00 10 |STORM SEWER, TRENCHED, 15 IN DIA. LE 833.50 $80.00 $66,680.00 $ - 355.00 28,400.00 11 STORM SEWER, TRENCHED, 18 IN DIA. LF 580.00 $100.00 $58,000.00 $ - 49.50 4,950.00 12 STORM SEWER, TRENCHED, 24 IN DIA. LF 558.70 $145.00 $81,011.50 $ - 501.50 72,717.50 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. LF 2994.00 $19.50 $58,383.00 $ - 1,081.00 21,079.50 16 SUBDRAIN OUTLET, CMP, 4 IN. DIA EACH 28.00 $250.00 $7,000.00 $ - 8.00 2,000.00 17 SUBDRAIN CLEANOUT, TYPE B,'24-INCH EACH 4.00 $1,250.00 $5,000.00 $ - - - 18 |WATERMAIN, TRENCHED, DR-18 PVC, 6 IN. DIA. LF 819.00 $55,00 $45,045.00 $ - 230.00 12,650.00 19 |WATERMAIN, TRENCHED, DR-18 PVC, 4 IN. DIA. LF 11.00 $85.00 $935.00 $ - ~ - 20 WATERMAIN, TRENCHLESS, DR-18 PVC, 6 IN. DIA. LF 329.00 $70.00 $23,030.00 $ - - - 21 FITTINGS, MJ, DIP, 6 IN. DIA. EACH 40.00 $400.00 $16,000.00 $ - 13.00 5,200.00 22, FITTINGS, MI, DIP, 12 IN. DIA. EACH 2.00 $1,000.00 $2,000.00 $ ~ ~ - 23 |WATER SERVICE PIPE, TYPE K COPPER, 1 IN. DIA. LF 239.00 $23.00 $5,497.00 $ : 30.00 690.00 24 WATER SERVICE CORPORATION, 1 IN, DIA. EACH 4.00 $450.00 $1,800.00 $ - - ~ 25 |WATER SERVICE CURB STOP AND BOX, 1 IN. DIA. BACH 4,00 $500.00 $2,000.00 $ - - - 26 GATE VALVE, MJ, 6 IN. DIA. EACH 10.00 $1,900.00 $19,000.00 $ - 3.00 5,700.00 27 _|GATE VALVE, Mg, 6 IN. DIA. EACH 1.00 $4,350.00 $4,350.00 $ - - - 28 |FIRE HYDRANT 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 $ - - - 30 {FIRE HYDRANT ADJUSTMENT EACH} "1.00 $1,850.00 $1,850.00 $ - ~ - 31 WATERMAIN CONFLICTS EACH 7.00 $5,500.00 $38,500.00 $ - 2.00 11,000.00 32 _|WATERMAIN REMOVALS LS 1.00 $1,000.00 $1,000.00 $ - 0.40 400.00 33. |MANHOLE, SW-401, 48 IN. EACH 3.00 $4,750.00 $14,250.00 $ - - - 34 |MANHOLE, SW-401, 60 IN. EACH 1.00 $5,500.00 $5,500.00 $ ~ 2.00 11,000.00 35 INTAKE, SW-501 EACH 27.00 $3,800.00 $102,600.00 $ ~ 9,00 34,200.00 36 INTAKE, SW-501, MODIFIED EACH 3.00 $5,650.00 $16,950.00 $ - 3.00 16,950.00 37 INTAKE, SW-507 EACH 1.00 $5,000.00 $5,000.00 $ - - - 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 $ - - - 40 _|INTAKE ADJUSTMENT, MINOR EACH 2.00 $750.00 $1,500.00 $ - - - 41 REMOVE INTAKE EACH 10.00 $750.00 $7,500.00 $ - 4.00 3,000.00 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 $ - - - 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 $ - ~ - 46 |PAVEMENT, PCC, CLASS C, 3 DURABILITY 6 IN. THICK SY 1549.80 $57.00 $88,338.60 $ - - - 47 |PAVEMENT, BRICK/PAVER INLAY SY 657,70 $71.00 $46,696.70 $ - - - 48 _|BITUMINOUS BEDDING COURSE SY 657.70 $29.90 $19,665.23 $ - - - 49 CURB AND GUTTER, 36 IN. WIDE, 9 IN. THICK LF 3533.40 $32.70 $115,542.18 $ - 1,599.00 $2,287.30 50 |PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN. THICK SY 4805.30 $45.90 $220,563.27 437.00 | $ 20,058.30 2,265.50 103,986.45 51 |FULL DEPTH RECLAMATION SY 6203.10 $4.50 $27,913.95 $ - 3,219.09 14,485.91 52. |REMOVAL OF SIDEWALK SY 971.00 $9.00 $8,739.00 $ - 154.70 1,392.30 53. |REMOVAL OF DRIVEWAY SY 489.00 $9.00 $4,401.00 $ - 275.00 2,475.00 54 |REMOVAL OF PAVEMENT SY 800.00 $9.00 $7,200.00 $ - - - 55 SIDEWALK, PCC, 4 IN, SY 1221.30 $50.70 $61,919.91 $ - 284.00 14,398.80 56 SIDEWALK, PCC, 6 IN. SY 801.60 $80.00 $64,128.00 $ - 16.95 1,356.00 57 _|COMBINED SIDEWALK AND RETAINING WALL CY 82.10 $275.00 $22,577.50 $ - 88.16 24,244.00 58 CONCRETE 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 $ - 60.00 2,835.00 60 _{DRIVEWAY, PAVED, PCC, 6 IN. SY 727,00 $74.40 $54,088.80 $ - 425.18 31,633.39 61 |DRIVEWAY, GRANULAR TON 34.00 $31.00 $1,054.00 $ - - > 62 _|SLOPE PROTECTION, WOOD EXCELSIOR MAT SQ 7.00 $100.00 $700.00 $ - - - 63 STABILIZAING CROP SEEDING, FERTILIZING, (URBAN) ACRE 0.50 $1,500.00 $750.00 $ - - - 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 $ - 200.00 600.00 66 |PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 12 INCH LF 300.00 $4.00 $1,200.00 $ - - - 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 $ ~ 11.24 674.40 69 _|EROSION STONE TON 5.00 $120.00 $600.00 $ - 8.31 997.20 70 SWPPP MANAGEMENT LS 1.00 $6,300.00 $6,300.00 $ - 0.40 2,520.00 71 MOBILIZATION LS 1.00 $135,000.00 $135,000.00 $ - 0.40 54,000.00 72 TRAFFIC CONTROL LS 1.00 $15,000.00 $15,000.00 0.10 | $ 1,500.00 0.40 6,000.00 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 $ - 12.00 600.00 75 _|REMOVE AND REINSTALL SIGNS EACH 17.00 $150.00 $2,550.00 $ - - - 76 |TYPEASIGNS SF 95.05 $20.00 $1,901.00 $ - - - 77 ~~ |STEEL POSTS FOR TYPE A SIGNS LF 728.00 $13.00 $9,464.00 $ - - - 78 |LIGHT POLES EACH 12.00 $3,200.00 $38,400.00 6.00 | $ 19,200.00 6.00 19,200.00 79 ELECTRICAL CIRCUITS LF 2237.00 $15.00 $33,555.00 1,046.00 | $ 15,690.00 1,046.00 15,690.00 80 | |HANDHOLES AND JUNCTION BOXES EACH 5.00 $1,000.00 $5,000.00 2.00 | $ 2,000.00 2.00 2,000.00 81 PAINTED PAV’T MARKS, WATERBORNE/SOLVENT BASED STA 37,44 $150.00 $5,616.00 $ - - - 82 _|PAINTED PAV’T 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 $ - - - 84 |SPOT REPAIRS, SANITARY SEWER, BY COUNT BACH 1.00 $250.00 $250.00 $ - 1,00 250.00 85 SPOT REPAIRS, SANITARY SEWER, BY LINEAR FOOT LF 15.00 $400.00 $6,000.00 $ - 18.00 7,200.00 TOTAL OF THE BASE BID (Total of Items 1-85): $2,134,856.90 $709,654.82 -CO1_ |6-Inch Subgrade Stabilization sy 346.00 | $ 75.00 $25,950.00 $ - 412.31 | $ 30,923.25 Polymer GridSubgrade Stabilization SY 2,077.11 | $ 3.50 $7,269.89 $ - 3,253.20 | $ 11,386.21 Utility Conflict Delay HR 8.00 | $ 450.00 $3,600.00 $ - 8.00 | $ 3,600.00 CO2 {Additional tree removal LS 1.00 | $ 7,800.00 $7,800.00 1.00 | $ 7,800.00 1.00 | $ 7,800.00 Fire Hydrant Extension LS 1.00 | $ 1,500.00 $1,500.00 1.00 | $ 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 1.00 | $ 1,200.00 Aditional Drainable Backfill for Wall LF 440.00 | $ 22,50 $9,900.00 440.00 | $ 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 $ - : $ : Lower Existing Water Line 331 Summerhays LS 1.00 | $ 3,250.00 $3,250.00 $ - - $ - Winter Stabilization Mulch LS .1.00 1 $ 1,100.00 $1,100.00 $ - CO4 $0.00 $ - - $ - CO5 $0.00 $ - - $ - CO6 $0.00 $ - - $ - CHANGE ORDER SUB-TOTAL $ 20,400.00 $ 66,309.46 AMOUNT EARNED TOTAL 35259505 0550505 $78,848.30 Roesesereseseoeseses 775,964.28 Materials Stored on-site on-si duct)