K-2 - Pay Application 10, Rathje Construction - Original Town Urbanization Phase Two

DATE: June 13, 2022 OWNER: CITY OF TIFFIN PROJECT: Original Town Urbanization Project: Phase Two PROJECT #: HFC#12218.13123 CONTRACT( Rathje Construction ITEM CONTRACT | | EST UNIT _ |. -CONTRACTOR's NO. ITEMS UNIT QTY PRICE BID PRICE BID SCHEDULE Pay Period # 10 TOTAL TO DATE _ (NOTE: Items shown In BOLD.are the ADDENDUM.CHANGES) QTY AMOUNT _OTY AMOUNT 1 CLEARING & GRUBBING UNITS 557.80 $22.00 $12,271.60 § - 557.80 | $ 12,271.60 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW cy 5691.12 39.00 $51,220,08 613.12 | ¥ 5,518.08 5,691.12 | $ 51,220.08 3 EXCAVATION, CLASS 10, WASTE cy 2126.50 $11.00 $23,391.50 44.5018 489.50 2,126.50 | $ 23,391.50 4 TOPSOIL, STRP, SALVAGE & RESPREAD cy 885.30 $14.00 $12,394.20: $ - 686.00 | $ 9,604.00 5 SUBGRADE PREPARATION SY 4553.15 $2.00 $9,106:30 $ - 3,635.00 | $ 11,270.00 6 MODIFIED SUBBASE cY 1494.53 $34.00 $50,3 14,02. (574.44)| $ (19,530.96) 1494.30 | $ 50,806.20 7 SHOULDER FINISH, EARTH STA 43.64 $305.00 $13,310:20- 35.00 | $ 10,675.00 35.00 | $ 10,675.00 8 REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LF 1334.00 $10.00 $13,340.00" 71.66 | $ 716.60 1,395.26 | $ 13,952.60 9 STORM SEWER, TRENCHED, 12 IN DIA. LF 296.00 $65.00 $19,240.00 $ - 321.00 | $ 20,865.00 10 STORM SEWER, TRENCHED, 15 IN DIA. LF 459.00 $52.00 523:868.00 5 - 498.50 1 $ 25,922.00 ll STORM SEWER, TRENCHED, 18 IN DIA. LF 472.00 $77.00 336,344.00 $ - 384.50 | $ 45,006.50 12 STORM SEWER, TRENCHED, 24 IN DIA. LF 632.50 $90,00 $56,925.00 $ - 632.50 | $ 56,925.00 13 PIPE APRON, RCP, 24 IN. EACH 1,00 $1,500.00 $1,500.00 $ - 1.00 | $ 1,500.00 14 PIPE APRON GUARD EACH 1,00 $1,350.00 $1,350:00 $ - 1.00 | $ 1,350.00 15 SUBDRAIN, PREFORATED PLASTIC PIPE, 4 IN, DIA. LF 2269.00 $14.00 $31,766.00 844.00 | $ 11,816.00 2,269.00 | $ 31,766.00 16 SUBDRAIN, PREFORATED PLASTIC PIPE, 6 IN. DIA. LF 585.00 $15.00 $8,775.00. 225.00 | $ 3,375.00 485.00 | $ 7,275.00 17 SUBDRAIN OUTLET, CMP, 4 IN. DIA EACH 22.00 $250.00]- 35,500.00. 10.00 | $ 2,500.00 22.00 | $ 5,500.00 18 SUBDRAIN OUTLET, CMP, 6 IN. DIA EACH . 4.00 $250.00| : $1,000.00 $ ~ 8.00 | £ . 2,000.00 19 SUBDRAIN CLEANOUT, TYPE B, 24-INCH . EACH 1.00 $850.00 $850.00. $ - - $ - 20 WATERMAIN, TRENCHED, DR-18 PVC, 6 IN. DIA. LF 1419.00 : $38.00 $53,922.00 $ - 1449.00 | $ 55,062.00 21 FITTINGS, MJ, DIP,S IN, DIA. EACH 19.00 $250.00 $4,750.00 $ - 27.00 | $ 6,750.00 22 WATER SERVICE PIPE, TYPE K COPPER, 1 IN. DIA, LE 239.00 $75.00 ~ $17,925.00 3 - 214,00 | $ 16,050.00 23 WATER SERVICE CORPORATION, 1 IN. DIA. EACH 16.00 $307.00 -$4.912:00 $ - 16.00 | $ 4,912.00 24 WATER SERVICE CURB STOP AND BOX, 1 IN. DIA. EACH 16,00 $345.00 $5,520.00 $ - 16.00 | $ 5,520.00 25 GATE VALVE, MJ, 6 IN. DIA. EACH 17.00 $1,175.00 ‘$19,975.00 § - 17.00 | $ 19,975.00 26 _|FIRE HYDRANT ASSEMBLY, WM-201 EACH 6.00 $4,700.00 $28,200.00 $ - 6.00 | $ 28,200.00 27 VALVE BOX EXTENSION/ADJUSTMENT EACH 7.00 $400.00 ‘$2,800.00 $ - - $ - 28 FIRE HYDRANT ADJUSTMENT EACH 1.00 $1,400.00 $1,400.00 $ - 1.00 | $ 1,400.00 29 WATERMAIN CONFLICTS EACH 8.00 $3,600.00 $28,800.00 $ - 10.00 | $ 36,000.00 30 WATERMAIN REMOVALS LS 1.00 $10.00 $10.00 $ - 1,00 | $ 10.00 31 MANHOLE, SW-401, 48 IN. EACH 3.00 $3,375.00]. $10,125.00 $ - 3.00 | $ 10,125.00 32 MANHOLE, SW-401, 60 iN, EACH 1.00 $5,450.00 $5,450.00 $ : 1,00 | $ 5,450.00 33 INTAKE, SW-501 EACH 21.00 $2,300.00 $48:300.00 $ - 20.00 | $ 46,000.00 34 INTAKE, SW-501, MODIFIED EACH 4.00 $2,775.00 $11,100.00 $ - 4.00] § 11,100.00 35 INTAKE, SW-512 EACH 5.00 $1,050.00 . $5,250.00 $ - 5.00 | $ 5,250.00 36 MANHOLE ADJUSTMENT, MINOR EACH 4,00 $500.00 $2,000.00 $ - 3.00 | $ 1,500.00 37 INTAKE ADJUSTMENT, MINOR EACH 1,00 $750.00 $750.00.. $ - - $x. - 38 REMOVE INTAKE EACH 8.00 $750.00 |. $6,000.00. $ - 8.00 | $ 6,000.00 39 PATCHES, FULL DEPTH FINISH, BY COUNT EACH 10.00 $325.00 . $3,250.00 $ - 5.00 | $ 1,625.00 40 PATCHES, FULL DEPTH FINISH, BY AREA sy 111.00 $82.30 $9.135:30 - $ - 5,00 | $ 411,50 41 SUBBAS, (PATCHES) SY 111.00 $15.00 $1,665.00 $ - 50.00 | $ 750.00 42 PAVEMENT, PCC, CLASS C, 3 DURABILITY 9 IN, THICK SY 2820.83 $46.45] ‘$131,027.55 894.98 | $ 41,571.82 2,964.24 | $ 137,688.95 43 PAVEMENT, PCC, CLASS C, 3 DURABILITY 6 IN. THICK SY 1327.29 $49.65] - $65,899.95 « 113.70 | $ 5,645.21 863.44 | 3 42,869.80 44 PAVEMENT, BRICK/PAVER INLAY SY 651.39 $215.00}: $140,048.85 177.40 | $ 38,141.00 325.70 | $ 70,025.50 45 BITUMINOUS BEDDING COURSE SY 651.39 $11.25 $7,328.14: 325.70 | $ 3,664.13 325.70 | $ 3,664.13 46 CURB AND GUTTER, 36 IN. WIDE, 9 IN. THICK LF 2287.70 335.00 $80,069/50 653.50 | $ 22,872.50 2,102.50 | 3 73,587.50 47 PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN. THICK SY 3494.67 $34.20 -$119;517.71 3 - 2,255.00 | $ 77,121.00 48 FULLDERTH RECLAMATION S¥ 6136-00 $3.25 $19-942-00" $ - - $ - 50 REMOVAL OF SIDEWALK sY 1324.00 $6.00 $7,944.00 $ - 1,781.79 | $ 10,690.74 51 REMOVAL OF DRIVEWAY SY 981.00 $10.00 $9,810.00 362.14 | $ 3,621.40 981.00 | 5 9,810,00 52 REMOVAL OF CURB STA 1.00 $1,500.00 $1,500.00 0.50 | $ 750.00 1,00 | $ 1,500.00 53 REMOVAL OF PAVEMENT SY 113.00 $15.00] $1,695.00 $ - 1,420.50 | $ 21,307.50 54 SIDEWALK, PCC, 4 IN. sy 1387.40 $44.00 $61,045.60 151.70 | $ 6,674.80 935.04 | $ 41,141.76 55 SIDEWALK, PCC, 6 IN, SY 930.50 349.00 $45,594.50 $ - 490.50 | $ 24,034.50 56 COMBINED SIDEWALK AND RETAINING WALL zi cy 25.00 $750.00 $18,750.00 $ - - $ - 57 DETECTABLE WARNING SF 280.00 * $35.00 $9,800,00 $ - 50.00 | $ 1,756.00 58 DRIVEWAY, PAVED, PCC, 6 IN, SY 727.00 $49.65 $36,095.55 40.60 | $ 2,015.79 520.10 | $ 25,822.97 59 DRIVEWAY, GRANULAR TON 34.00 $25.00 $850.00 $ - 72.00 | $ 1,800.00 60 SLOPE PROTECTION, WOOD EXCELSIOR MAT sQ 7.00 $100.00 $700.00 $ - * $ : 61 STABILIZAING CROP SEEDING, FERTILIZING, (URBAN} ACRE 0.50 $3,000.00 $1,500.00 - 3 - - $ : 62 CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING ACRE 1.00 $3,000.00 $3,000.00 $ - : $ : 63 PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 9 INCH LF 300.00 $2.50 $750.00 $ - 80.00 | $ 200.00 64 PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 12 INCH LF 300.00 $4.00 $1,200.00 $ - - $ : 65 REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE LF 600.00 $2.00 $1,200.00 $ - : $ : 66 REVETMENT, CLASS D TON 10,00 $75.00 $750.00: $ - 10.00 | $ 750.00 67 EROSION STONE TON 5.00 $150.00 $750.00 $ - - $ - 68 SWPPP MANAGEMENT LS 1.00 $2,000.00 $2,000.00 0.25 | $ 500.00 0.75 | $ 1,500.00 69 MOBILIZATION LS 1.00 $121,000.00 $121,000.00 0.10 | 3 12,100.00 1.00 | $ 121,000.00 70 TRAFFIC CONTROL LS 1,00 $11,790.00 “$11,790.00 $ - 0.75 | $ 8,842.50 71 RELOCATION OF MAILBOXES EACH 13.00, | $125.00 $1,625.00. 5.50 | $ 687.50 12.00 | $ 1,500.00 72 REMOVAL OF SIGNS EACH 21.00 $50.00]: $1,050.00 $ - 19.00 | $ 950.00 73 REMOVE AND REINSTALL SIGNS EACH 27.00 $150.00 $4,050.00 $ - 8.00 | $ 1,200.00 74 TYPE A SIGNS SF 114.95 $19.00 $2,184.05 $ - 25,00 | $ 475.00 75 STEEL POSTS FOR TYPE A SIGNS LF 812.00 $12.50 $10,150.00. $ - 125.00 | $ 1,562.50 76 LIGHT POLES EACH 12.00 $2,750.00 $33,000.00 2.00 | $ 5,500.00 11,00 | $ 30,250.00 77 ELECTRICAL CIRCUITS LF 2401.00 $12.50 $30,012.50 $ - 2,100.00 | $ 26,250.00 78 HANDHOLES AND JUNCTION BOXES EACH 5.00 $700.00 $3,500.00 2.00 | $ 1,400.00 5.00 | $ 3,500.00 79 PAINTED PAV’T MARKS, WATERBORNE/SOLVENT BASED STA 32.88 $116.25 $3,822.30: $ : - $ - 80 PAINTED PAV’T SYMBOLS, WATERBORNE/SOLVENT BASED EACH 7.00 $85.90 $601.30 $ - - $ : Bid Alternate - $ = 8i | STRUCTURAL CONCRETE ey 48.50 $600.00 $29:400.00 - $ : 82 | REINFORCING, STFEL Les 363740) $2.50 $9,092.75 - $ : 83 ‘|ENGINEERED Son, ey 439,79) $35.00 $4,992.65 - $ - 84 | CHOKER- AGGREGATE cE 465.00 $2.00 $930.00 - $ - 95 |AGGRECATE SUBBASE EF 4960.09 $2.00 $3,729.00 : 6 $ - GHEEH Pitot PEGE SP SA +£ + BACH 799 $500.00 $3,500-00 . $ - 87 | MULCH HARDWOOD cE 465.00 $2.00 $936.00 - $ - 88 ‘|JUTEFIBER MESH SF 1969.00 $0.75 $4,395.00 - $ - 89 |SPEBL PIPE HANDRAIL LE 29450) $50.00 $44,575.00 -_|$ - - $ - $0.00: - § - TOTAL OF THE BASE BID (Total of Items 1-46) $1,824,618.96 $ 160,703.37 $ 1,384,185.33 COl_|Geogrid and Subbase LS 1.00 | $ (10,000.00) ($10,000.00) $ - - $ : Additional Excavation Class 10 . cY 674.96 $10.00 56,749.60 45.16 | $ 451.60 674.96 | $ 6,749.60 Geo-grid . : sy 6136.00 $3.00 $18,408.00 2,356.00 | $ 7,068.00 6,136.00 | $ 18,408.00 Subbase 12-inch CY 2070.90 $36.00 $74,552.40 810.50 | 3 29,178.00 2,070.00 | $ 74,520.00 Pavement Removal SY . 8136.00 $5.00 $40,680.00 1,311.50 | $ 6,557.50 6,136.00 | $ 30,680.00 CO2__|Connection of sump lines and roof drains EACH 3.00 | 3 685.00 $2,055.00 $ - 3.00 | 3 2,055.00 CO3__|Flowable Mortar for storm sewer aband t CY 6.00 | $ 152.25 $913.50 $ - 6.00 | $ 913.50 CO4_|Exploratery Excavation LS 1.00 | $ 5,283.08 $5,283.08 $ - 1,00 | $ 5,283.08 CO5 ___|Sanitary Sewer Repairs EACH 3.00 | $ 7,500.00 $22,500.00 $ - 3.00 | § 22,500.00 COQ6_ |Relocate Raw Watermain LF 200.00 | $ 67,00 $13,400.00 $ - 200.00 | $ 13,400.00 CO7_|Sanitary Service exploration LS 1,00 | $ 2,500.00 $2,500.00 $ - 1.00 | $ 2,500.00 CO8 |2-Inch Water Service EACH 1.00 | $ 3,500.00 $3,500.00 $ - 1.00 | $ 3,500.00 COS _|Sump Pump and Roof Drain Connections LS 1.00 | $ 1,425.00 $1,425.00 $ - 1,00 | $ 1,425.00 CO10 jRoof Drains at Fire Station LS 1.00 | $ 4,250.00 $4,250.00 $ - 1.00 | $ 4,250.00 CO11_ [Intake Throat replacement LS 1.00 | $ 2,800.00 $2,800.00 $ - 1.00 | $ 2,800.00 CO12_ {ACC Millings TON 83.33 | 3 30.00 $2,499.90 $ - 83.33 | 3 2,499.90 CO13_|Additional Grading in Front Yards SY 297.40 | $ 15,00 $4,461.00 $ - 297.40 | $ 4,461.00 CO14 |Light Pole, Driveway Wall, 9" PCC, PCC Winter Charge LS 1.00 | $ 24,911.80 $24,911.80 3 - 1.00 | $ 24,911.80 CO15 [Brick Paver - furnish Only LS 1.00 | 3 46,285.84 $46,285.84 $ - 1,00 | $ 46,285.84 CO16 |Modify Existing Intake - Grant Street LS 1.00 | 3 7400.00 $7,400.00 $ - 1.00 | $ 7,400.00 - $ - - $ - - 5 - - 3 - - $ - $0.00 : - _|§ - CHANGE ORDER SUB-TOTAL $274,575.12 43,255.10 [eoospoesesesoeeseseseg S$ 72. ~___ AMOUNT EARNED TOTAL $203,958.47 1,658,728.05 | Materials Stored on-site}’ $ 101,000.00 101,000.00 Materials Installed on-site (Deduct) |: F 800. (93,000.00) (93,000.00) MATERIALS SUB-TOTAL so .00) EER eSeiee ,__8,00