K-5 - Pay Estimat 5 - Final - Rathje Construction - Original Town Phase Two

DATE: June 7, 2023 owner: CITY OF TIFFIN * PRoJecT: Original Town Urbanization Project: Phase Two PROJECT #: HFC#12218.13123 CONTRACTC Rathje Construction ITEM CONTRACT | | EST UNIT » CONTRACTOR'S: NO. ITEMS UNIT QTY PRICE BID PRICE: 2 A BID SCHEDULE ne foe dies fae et nL Ae “Pay Period #16~. [TOTTO AL DATE : NOTE: Items shown in’BOLD are the ADDENDUM: CHANGES): | “2 Bees be “LE QTY | AMOUNT QTY AMOUNT I CLEARING & GRUBBING UNITS 557.80 $22.00]) 0-9 $12.271560" $ - 557.80 | $ 12,271.60 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW cy 5691.12 $9.00] - $51,220.08 $ - 5,691.12 | $ 51,220.08 3 EXCAVATION, CLASS 10, WASTE cy 2126.50 $11.00} = 220 -$23°391.50., 3 - 2,126.50 | $ 23,391.50 4 TOPSOIL, STRP, SALVAGE & RESPREAD CY 885.30 $14.00 : $12:394:20° 3 - 942.00 | $ 13,188.00 5 SUBGRADE PREPARATION SY 4553.15 $2.00 “$9,106.30 $ - 5,635.00 | $ 11,270.00 6 MODIFIED SUBBASE CY 1494.53 $34,004 ie $50,814:02 $ - 1,494.30 | $ 50,806.20 7 SHOULDER FINISH, EARTH STA 43.64 $305.00 : -$13,310.20: $ - 35.00 | $ 10,675.00 8 REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LF 1334.00 $10.00]. 8 13:340.00- $ - 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. LE 459.00 $52.00]: “= $23.868:00° $ - 498.50 1§ 25,922.00 ll STORM SEWER, TRENCHED, 18 IN DIA. LF 472.00 $77.00 :. $36:344,002 $ - 584.50 | 45,006.50 12. |STORM SEWER, TRENCHED, 24 IN DIA. LF 632.50 $90.00 7 2$56,925:00: $ - 632.50 | $ 56,925.00 13 PIPE APRON, RCP, 24 IN. EACH 1.00 $1,500.00} 00) .$2,500:00: 3 - 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) - oo. .$31:766:00: $ - 2,269.00 | $ 31,766.00 16 _|SUBDRAIN, PREFORATED PLASTIC PIPE, 6 IN. DIA. LF 585.00 $15.00} ee 0 °$8-775:00° $ - 585.00 | $ 8,775.00 17 _|SUBDRAIN OUTLET, CMP, 4 IN. DIA EACH 22.00 $250.00}: -$5:500,00 $ ~ 22.00 | $ 5,500.00 18 SUBDRAIN OUTLET, CMP, 6 IN. DIA EACH 4.00 $250.00{- ~ $1000.00 $ - 8.00 | $ 2,000.00 19 SUBDRAIN CLEANOUT, TYPE B, 24-INCH EACH 1.00 $850.00]. -.- =. °$850,00 $ - 1.00 | $ 850.00 20 WATERMAIN, TRENCHED, DR-18 PVC, 6 IN. DIA. LF 1419.00 $38.00) °. 3» -$53,922.00 $ - 1,481.50 1 $ $6,297.00 21 FITTINGS, MJ, DIP,G IN. DIA. EACH 19.00 $250.00 . $4,750.00; $ - 36,00 | $ 9,000.00 22 WATER SERVICE PIPE, TYPE K COPPER, 1 IN. DIA. LF 239.00 $75.00 2°$17:925:00 $ - 214.00 | $ 16,050,00 23 WATER SERVICE CORPORATION, 1 IN. DIA. EACH 16.00 $307.00 “7 $4.9.122005 3 - 16.00 | $ 4912.00 24 WATER SERVICE CURB STOP AND BOX, LIN. 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- $ ~ 19.001 $ 22,325.00 26 FIRE HYDRANT ASSEMBLY, WM-201 EACH 6.00 $4,700.00}... $28.200.00" g - 6.00 | §$ 28,200.00 27 _| VALVE BOX EXTENSION/ADJUSTMENT . EACH 7.00 $400.00}. 89-800:00" § - 7.00 | $ 2,800.00 28 FIRE HYDRANT ADJUSTMENT EACH - 1.00 $1,400.00 he SES 00,002 $ - 1.00 | $ 1,400.00 29 WATERMAIN CONFLICTS EACH 8.00 $3,600.00} 2s -$28:800:00 g - 10.00 1 § 36,000.00 30 WATERMAIN REMOVALS LS 1.00 $10.00} 0 oS 8105008 $ - 1.00 | $ 10.00 31 MANHOLE, SW-401, 48 IN. EACH 3.00 $3,375.00] ° 8... $10125008 $ - 3.00 | $ 10,125.00 32 MANHOLE, SW-401, 60 IN. EACH 1.00 $5,450.00 2 $5450.00% $ - 1.001% 5,450.00 33 INTAKE, SW-501 EACH 21.00 $2,300.00 |. $48:300,00% $ - 21.00 | $ 48,300.00 34 INTAKE, SW-501, MODIFIED EACH 4.00 $2,775.00}, 00°" $15100:00% $ - 4001 $ 11,100.00 35 INTAKE, SW-512 EACH 5.00 $1,050.00 J" 2: 1 $5:250,00: $ : 6.00! § 6,300.00 36 MANHOLE ADJUSTMENT, MINOR EACH 4.00 $500.00 foo 2-7. $2,000,00:: $ - 4,00 | $ 2,000.00 37 INTAKE ADJUSTMENT, MINOR EACH 1,00 $750.00} "$750:00. $ - 1.00 | $ 750.00 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 [e292 or $3:2505005 $ - 6.00 | $ 1,950.00 40 PATCHES, FULL DEPTH FINISH, BY AREA sy 111.00 $82.30). 2080 $9s1395:302 $ - 167.89 | §$ 13,817.35 41 SUBBAS, (PATCHES} SY 111.00 $15.00 A$ 665.00" $ - 167.89 | $ 2,518.35 42 PAVEMENT, PCC, CLASS C,3 DURABILITY 9 IN. THICK SY 2820.83 $46.45 fee $13 VO2TSS, $ - 3,759.74 | $174,639.93 43 PAVEMENT, PCC, CLASS C, 3 DURABILITY 6 IN. THICK sy 1327.29 $49.65 | $65,899.95. $ - 1,347.66 | $ 66,911.32 44 PAVEMENT, BRICK/PAVER INLAY SY 651.39 $215.00 [2 -$140.048.85: $ - 651.40 | $ 140,051.00 45 BITUMINOUS BEDDING COURSE sy 651.39 $1125 [oe $7328 TA: $ - 651.40 | $ 7,328.26 46 CURB AND GUTTER, 36 IN, WIDE, 9 IN. THICK LE 2287.70 $35.00|" *80.069.50: $ - 2,222.30 | $ 77,780.50 47 PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN. THICK sy 3494.67 $34.20]- “SE19.517-71- $ - 3,494.67 | $ 119,517.71 48 FULL-DERTH RECLAMATION S¥ 6136.09 $3.25|). 5459-94200 - $ - - $ - 49 __ | ASPHALT STABILIZING AGENT{FOAMING} TON 7085) $4,703.95 SA20F724.86. $ = -_ | 3 > 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 “1 $9;8 10:00? $ - 981.00 | $ 9,810.00 52 REMOVAL OF CURB STA 1.00 $1,500.00 8 -$1,500,00: $ - 1.00 | $ 1,500.00 53 REMOVAL OF PAVEMENT sy 113.00 $15.00]: 2$1,695:00 $ - 1,420.50 | $ 21,307.50 54 SIDEWALK, PCC, 4 IN. SY 1387.40 $44.00}. = $6045.60 3 - 1,586.81 | $ 69,819.64 55 SIDEWALK, PCC, 6 IN. SY 930.50 349.00]. 8451594502 3 - 798.23 | $ 39,113.27 56 COMBINED SIDEWALK AND RETAINING WALL CY 25.00 $750.00} 2. $18,750:00: $ - 50.58 | $ 37,935.00 57 DETECTABLE WARNING SF 280.00 $35.00) 380 2'$9;800:00: $ - 270.00 | $ 9,450.00 58 DRIVEWAY, PAVED, PCC, 6 IN. SY 727.00 $49.65]. 3 $36,095.55, $ - 939.12 | $ 46,627.31 59 DRIVEWAY, GRANULAR TON 34.00 $25.00}. 25 850,00° $ - 72.00 | $ 1,800.00 60 SLOPE PROTECTION, WOOD EXCELSIOR MAT 8Q 7.00 $100.00]. 2. 6.225$700.00: $ - 73.80 1 $ 7,380.00 61 STABILIZAING CROP SEEDING, FERTILIZING, (URBAN) ACRE 0.50 $3,000.00 $ - a 3 - 62 CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING ACRE 1.00} $3,000.00}-.° =: $ - 1.50 | § 4,500.00 63 PERIMETER4SLOPE SEDIMENT CONTROL DEVICE 5 INCH LF 300.00 $2.50 Joes fo ee $ - 80.00 | $ 200.00 64 PERIMETER+S SEDIMENTLOPE CONTROL DEVICE 12 INCH LF 300.00 $4.00 feo 200,00: § - - $ - 65 REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE LF - 600.00 $2.00}. 2 $E200:002 3 - 80.00 | $ 160,00 66 REVETMENT, CLASS D TON 10.00 $75.00} se $750,008 $ - 10.00 | $ 750.00 67 EROSION STONE TON 5.00 $150.00} 3) oe 2875000: $ - 16.07 | $ 2,410,50 68 SWPPP MANAGEMENT Ls 1,00 $2,000.00} 28 8. 4$2°000.00% $ - 1.00 | $ 2,000.00 69 MOBILIZATION LS 1,00 $121,000.00}: = 23124,000:00: $ - 1.00 | 3 121,000.00 70 TRAFFIC CONTROL LS 1,00 $11,790.00 f. 220s. 38113790;008 $ - 1,00 | $ 11,790.00 71 RELOCATION OF MAILBOXES EACH 13.00 $125.00] 222, “$1;625:002 $ - 13.00 | $ 1,625.00 72 REMOVALOF SIGNS EACH 21.00 $50.00)": 1:050:00° $ - 21.00 | $ 1,050.00 B REMOVE AND REINSTALL SIGNS EACH 27.00 $150.00]. 2 $4:050:00" 3 - 27.00 | $ 4,050.00 74___|TYPEASIGNS ‘ SF 114.95 $19.00) 50S 821 B4:05- $ - 152.45 | $ 2,896.55 75 STEEL POSTS FOR TYPE A SIGNS LF 812.00 $12.50 Jose $108150:005 $ - 965.00 | § 12,062.50 76 LIGHT POLES EACH 12.00 $2,750.00 933,000,002 1.00 $ 2,750.00 12.00 | $ 33,000.00 77 ELECTRICAL CIRCUITS LF 2401.00 $12.50 [2220 $30:012:502 $ - 2,401.00 | $ 30,012.50 78 HANDHOLES AND JUNCTION BOXES EACH 5.00 $700.00| #20: 233-500: § - 5.001 $ 3,500.00 79 PAINTED PAV'T MARKS, WATERBORNE/SOLVENT BASED STA 32.88 $116.25 fee g - 33.601 $ 3,906.00 80 PAINTED PAV'T SYMBOLS, WATERBORNE/SOLVENT BASED EACH 7.00 $85,908 $ - 7.00} § 601.30 Bid Alternate z - $ ~ 81 | SPRUCTURAL CONCRETE a4 48.50 $680.08 ]> - $ - 82 _ | REINFORCING, STEEL LBS 363740) $2501: - $ - 83 /ENGINEERED SOUL ey 139,79 $35.00}: - $ - $4 |CHOKER-ACCRECATE cE 465.00) $2.00 | - $ - 85 |AGGREGATESUBBASE &E 4960.06 $2.00]: 86 GREER - $ - F bit SETHE Dak TOME EACH 7.00) $500.00]: . $ 7 87 | MULCH HARDWOOD £E 465.09) $2.06: - $ - 88 | JUTE PIER MESH SE 2860.00! $075 |: - $ - 89 «| STEEL PIPE VANDRAIL LE 29450 $56.60 |: - $ - pee ‘80/00: - $ - TOTAL OF THE BASE BID (Total of Items 1-46): $1,824,618.96 Selegeietotesetenncess $ 1,755,235.71 Geogrid and Subbase LS 1.00} $ (10,000.00) ($10,000.00) - § - Additional Excavation Class 10 cy 674.96 $10.00 foe $6,749.60" 674.96 | $ 6,749.60 Geo-grid sy 6136.00 $3.00 [3 $18:408:00° 6,136.00 | $ 18,408.00 Subbase 12-inch cY 2070.90 $36.00 [88 878552402 2,070.00 | $ 74,520.00 Pavement Removal sy 8136.00 $5.00 ~.°, $40:680:00" 6,136.00 | $ 30,680.00 CO2__|Connection of sump lines and roof drains EACH 3.00 | $ 685.00 $2,055.00 3.00 | $ 2,055.00 CO3__|Flowable Mortar for storm sewer abandonment . cy 6.00 | $ 152.25 $913.50 6.00 | $ 913.50 CO4_ | Exploratory Excavation LS - 1.00] $ 5,283.08 $5,283.08 1.00 | 3 5,283.08 COS __|Sanitary Sewer Repairs EACH 3.00 | $ 7,500.00 $22,500.00 3.00 | $ 22,500.00 CO6 |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 C08 j2-Inch Water Service EACH 1.00 | $ 3,500.00 $3,500.00 1.00 | $ 3,500.00 CO9 |Sump Pump and Roof Drain Connections LS 1,00 | $ 1,425.00 $1,425.00 1,00 | $ 1,425.00 CO10_ |Roof Drains at Fire Station LS 1.00 | $ 4,250.00 34,250.00 1,00 | $ 4,250.00 COll_ |Intake Throat replacement LS 1,00 | $ 2,800.00 $2,800.00 1,00 | $ 2,800.00 C012 |ACC Millings TON 83.33 | $ 30.00 $2,499.90 83.33 | $ 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 1 $ 24,911.80 $24,911.80 1.00 | $ 24,911.80 CQ15_ |Brick Paver - furnish Only ’ LS 1.00 | $ 46,285.84 $46,285.84 1.00 | $ 46,285.84 COl6 |Modify Existing Intake - Grant Street LS 1.00 | $ 7,400.00 $7,400.00 1.00 | 3 7,400.00 CO17_|Mailboxes Lighting Handhole Fire Hydrant and Misc, LS 1.00 | $ 16,783.50 $16,783.50 1.00 | $ 16,783.50 CO 18 |Aditional Mailboxes, Retaining Wall and Gravel Driveway LS 100 | $3 4,800.00 $4,800.00 1.00 | $ 4,800.00 - 3 . - g - - g - $0.00 | - 18 . CHANGE ORDER SUB-TOTAL $296,158.62 $ - $ 296,126.22 [ AMOUNT EARNED TOTAL SELEEEOGGGs $ _2,051,361.93 9998 Materials Stored on-site 101,000.00 | $ 101,000.00 9999 | Materials Installed on-site (Deduct) (101,000.00)] $ (101,000.00) MATERIALS SUB-TOTAL