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

DATE: 25-Sep-2024 OwNER: CITY OF TIFFIN PROJECT: Original Town Urbanization - Phase 3 # HFC#12218.131 PROJECT CONTRACTC Rathje Construction Co. ITEM CONTRACT EST UNIT CONTRACTOR's NO. ITEMS UNIT QTY PRICE BID.PRICE BID SCHEDULE 7 Pay Period #3 TOTAL TO DATE (NOTE: Items‘shown in BOLD are the ADDENDUM CHANGES) : : QTY AMOUNT QTY AMOUNT 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 $76,069.26 390.00 | $ 5,265.00 1,235.21 | $ 16,675.34 3 EXCAVATION, CLASS 10, WASTE . CY 4626.04 $12.50 $57,825.50 390.00 | $ 4,875.00 1,083.91 | $ 13,548.88 4 TOPSOIL, STRP, SALVAGE & RESPREAD CY 1008.72 $33.00 $33,287.76 ; § - 151.31 | $ 4,993.23 SY 9296.45 $2.00 $18,592.90 3,064.00 | $ 6,128.00 3,064.00 | $ 6,128.00 5 SUBGRADE PREPARATION 16,225.02 6 MODIFIED SUBBASE CY 1579.47 $42.00 $66,337.74 386.31 | $ 16,225.02 386.31) $ 7 SHOULDER FINISH, EARTH STA 44.45 ~ $300.00 $13,335.00 $ - - $ - REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LF 1120.00 $15.00 $16,800.00 133.00 | $ 1,995.00 650.00 | $ 9,750.00 8 9 STORM SEWER, TRENCHED, 12 IN DIA. LF 168.50 $80.00 $13,480.00 98.00 | $ 7,840.00 134.50 | $ 10,760.00 10 |STORM SEWER, TRENCHED, 15 IN DIA. LF 833.50 $80.00 $66,680.00 $ - 327.00 | $ 26,160.00 1 STORM SEWER, TRENCHED, 18 INDIA. 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 $ - 469.50 | $ 68,077.50 _|PIPE APRON, RCP, 24 IN. EACH 1.00 $2,950.00 $2,950.00 $ - 1.00 | $ 2,950.00 13 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] 758.00 | $ 14,781.00 758.00 | $ 14,781.00 16 SUBDRAIN OUTLET, CMP, 4 IN. DIA EACH 28.00 _ $250.00 $7,000.00 8.00 | $ 2,000.00 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 $ : 220.00 | $ 12,100.00 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, MI, DIP, 6 IN. DIA. EACH 40.00 $400.00 $16,000.00 $ - 6.00 | $ 2,400.00 22 FITTINGS, MJ, DIP, 12 IN. DIA. BACH 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. EACH 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, MJ, 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 2.00 | $ 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 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 1,200.00 | $ 93,600.00 1,200.00 | $ 93,600.00 46 PAVEMENT, PCC, CLASS C, 3 DURABILITY6 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 LE 3533.40 $32.70 $115,542.18 1,200.00 | $ 39,240.00 1,200.00 | $ 39,240.00 50 |PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN. THICK SY 4805.30 $45.90 $220,563.27 1,828.50 | $ 83,928.15 1,828.50 | $ $3,928.15 5] FULL DEPTH RECLAMATION SY 6203.10 $4.50 $27,913.95 1,711.77 | $ 7,702.97 3,063.53 | $ 13,785.89 52 |REMOVAL OF SIDEWALK SY 971.00 $9.00 $8,739.00 81.00 | $ 729.00 84.00 | $ 756.00 53 REMOVAL OF DRIVEWAY SY 489.00 $9.00 $4,401.00 66.00 | $ 594.00 139.00 | $ 1,251.00 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 $ - - $ - 56 SIDEWALK, PCC, 6 IN. SY 801.60 $80.00 $64,128.00 $ - - $ - 57 COMBINED SIDEWALK AND RETAINING WALL CY 82.10 $275.00 $22,577.50 $ - - $ - 58 |CONCRETE STEPS SF 72.00 $150.00 $10,800.00 $ - - $ - 59 |DETECTABLE WARNING SF 374.00 $47.25 $17,671.50 $ - - $ - 60 DRIVEWAY, PAVED, PCC, 6 IN. SY 727.00 $74.40 $54,088.80 $ - - $ - 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 LF 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 $ - 8.311 $ 997.20 70 SWPPP MANAGEMENT LS 1.00 $6,300.00 $6,300.00 0.10 | $ 630.00 0.30 | $ 1,890.00 71 MOBILIZATION LS 1.00 $135,000.00 $135,000.00 0.10 | $ 13,500.00 0.40 | $ 54,000.00 72. |TRAFFIC CONTROL LS 1.00 $15,000.00 $15,000.00 0.10 | $ 1,500.00 0.20 | $ 3,000.00 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 |TYPE A SIGNS SE 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 $ - - $ - 79 ELECTRICAL CIRCUITS LF 2237.00 $15.00 $33,555.00 $ - ~ $ - 80 |HANDHOLES AND JUNCTION BOXES EACH 5.00 $1,000.00 $5,000.00 $ - - $ - 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 LF 106.00 $15.00 $1,590.00 $ - - $ - 84 SPOT REPAIRS, SANITARY SEWER, BY COUNT EACH 1.00 $250.00 $250.00 $ - 1.00 | $ 250.00 85 SPOT REPAIRS, SANITARY SEWER, BY LINEAR FOOT LE 15.00 $400.00 $6,000.00 $ - 18.00 | $ 7,200.00 TOTAL OF THE BASE BID (Total of Items 1-X): $2,134,856.90 $306,233.14 $622,295.61 CO1 |6-Inch Subgrade Stabilization SY 346.00 $25,950.00 386.311 $ 28,973.25 $ 28,973.25 Polymer GridSubgrade Stabilization SY | 2,077.11] $ 3.50 $7,269.89 3,086.53 | $ 10,802.86 $ 10,802.86 Utility Conflict Delay HR 8.00 | $ 450.00 $3,600.00 8.00 | $ 3,600.00 $ 3,600.00 | CO2 $0.00 $ - - $ - CO3 $0.00 $ - - $ - CO4 $0.00 $ - - $ - COS $0.00 $ - - $ - CO6 $0.00 $ - - $ - CO7 * $0.00 $ - - $ - CHANGE ORDER SUB-TOTAL ; $ $ AMOUNT EARNED TOTAL 4 505505505 Materials Stored on-sit Materials Installed on-site (Deduct) |) 665,671.72