K-3 - Pay Estimate 8 - Rathje Construction - Original Town Phase 2

DATE: December 23, 2021 owen: CITY OF TIFFIN PROJECT: Original Town Urbanization Project: Phase Two PROJECT #; HFCH12218.13123 coNTRACcTC Rathje Construction ITEM CONTRACT : & rn in TOUBareSUSAbDENDURTCHANGES) SB ER RRY a i QTY SORE Pay Period HBS QTY eS TOTALTODATE AMOUNT #2 1 CLEARING & GRUBBING = 557.80 | § 12,271.60 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW 350,00 | $ 3,150.00 5,078.00 | $ 45,702,00 3 EXCAVATION, CLASS 10, WASTE 200,00 | § 2,200,00 2,082.00 | 5 22,902.00 4 ‘TOPSOIL, STRP, SALVAGE & RESPREAD $ > 686,00 | & 9,604.00 5 SSUBGRADE PREPARATION $ 5 4,330.00 | $ 8,660.00 6 MODIFIED SUBBASE 715.21 | $ 26,357.14 1,851.24 | 5 62,942.16 i] SHOULDER FINISH, EARTH 5 - 5 5 - 8 REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE 5 - 1,200.60 | $ 12,006,00 9 STORM SEWER, TRENCHED, 22 JN DIA. $ : 323,00 | § 20,865.00 10 __|STOAM SEWER, TRENCHED, 15 IN DIA. $ : 498.50 } $ 25,922,00 11__|STORM SEWER, TRENCHED, 18 IN DIA, $ - 584,50] § 45,006.50 12 __|STORM SEWER, TRENCHED, 24 IN DIA. 5 - 632.50 | § 56,925.00 13___| PIPE APRON, RCP, 24 IN, $s : 1,00 | § 1,500,00 14__| PIPE APRON GUARD $ - 1.00} $ 1,350.00 15 SUBDRAIN, PREFORATED PLASTIC PIPE, 4 IN. DIA. 128,00 } $ 1,792.00 1,425.00 | $ 19,950.00 16 __|SUBDRAIN, PREFORATED PLASTIC PIPE, 6 IN. DIA. 80,00} $ 1,200,00 260,00 | $ 3,900.00 17___|SUSDRAIN OUTLET, CMP, 4 IN, DIA j 1,00 | $ 250,00 12,00 | $ 3,000,00 18 _|SUBDRAIN OUTLET, CMP, 6 IN, DIA $ : 8.00 | $ 2,000.00 19 _|SUBDRAIN CLEANOUT, TYPE B, 24-INCH $ - - $ - 20 __|WATERMAIN, TRENCHED, DR-18 PVC, 6 IN. DIA. 10,00} § 380.00 1,449.00 | $ 35,062.00 21 FITTINGS, MJ, DIP,G IN. DIA, 3,00 | § 750,00 27.00 | $ 6,750.00 22 ___|WATER SERVICE PIPE, TYPE K COPPER, 1 IN. DIA, 22,00 | $ 1,650.00 214.00 | $ 16,050.00 23 __| WATER SERVICE CORPORATION, 1IN. DIA. 2,00 | § 614.00 16,00 | $ 4,912.00 24 __ [WATER SERVICE CURB STOP AND SOX, 1 IN, DIA. 2,00 | $ 690,00 16,00 | § $,520,00 25 GATE VALVE, MI, 6 IN. DIA, § : 17,00 | $ 19,975.00 26 _|FIRE HYDRANT ASSEMBLY, WM-202 $ - 6.00 | $ 28,200.00 27 __|VALVE BOX EXTE 3 : - [3s : 28 FIRE HYDRANT ADJUSTMENT $ : 1.00 | § 1,400.00 29 __|WATERMAIN CONFLICTS $ : 10.00 | $ 36,000.00 30 __|WATERMAIN REMOVALS $ - 1.00 | $ 10,00 31 MANHOLE, SW-401, 48 IN, $ : 3,00 | $ 10,125.00 32 {MANHOLE, SW-401, 60 IN, 0.25 |§ 1,362.50 1.00 | $ 5,450,00 33 INTAKE, SW-501 4,25 | § 9,775.00 20,00 | $ 46,000.00 34 __| INTAKE, SW-501, MODIFIED 0.25 |S 693.75 |: 4.00|$ 11,100.00 35 __|INTAKE, SW-512 $ - 5.00 | $ 35,250.00 36___ |MANHOLE ADJUSTMENT, MINOR 2,00 | $ 1,000.00 3.00 | $ 1,500.00 37 __| INTAKE ADJUSTMENT, MINOR § : - $ - 38 REMOVE INTAKE $ : 8.00 { $ 6,000.00 39 PATCHES, FULL DEPTH FINISH, BY COUNT 5,00 | § 1,625.00 5.00 | $ 1,625.00 40 [PATCHES, FULL DEPTH FINISH, BY COUNT 5,00] $ 411,50 5.00 | $ 411.50 41 SUBBAS, (PATCHES) 50,00 | $ 750,00 50.00 | $ 750,00 42 __|PAVEMENT, PCC, CLASS C, 3 DURABILITY 9 IN, THICK 856,26 | $ 39,773.28 2,069.26 |S 96,117.13 43 __] PAVEMENT, PCC, CLASS C, 3 DURABILITY 6 IN. THICK 250,00 | $ 12,412,50 749.74 | $ 37,224,59 44 __|PAVEMENT, BRICK/PAVER INLAY $ : 148.30 [$31,884.50 45 BITUMINOUS BEDDING COURSE fy - - 3 - 46 CURB AND GUTTER, 36 IN, WIDE, 9 IN, THICK 3 = 1,449.00 | $ 50,715.00 Al PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN, THICK 600,00 | $ 20,520,00 2,255,00 | $ 77,121.00 48 | FULL-DEPFH RECLAMATION 5 by 5 : $ : 49 __|ASPHALESTABHLIZING-AGEAF-IFOAMING} 85 c Ey - : $ - 50 REMOVAL OF SIDEWALK 1324,00 , i 299.20 | & 1,795.20 802.33 | § 4,813.98 REMOVAL OF DRIVEWAY 6.36 | 3 68,60 618.86 | $ 6,188.60 0,50 | $ 750,00 0.50 | $ 750,00 REMOVAL OF PAVEMENT Fy . 71,50 | $ 1,072.50 750,00 | $ 33,000,00 750,00 | $ 33,000.00 450,00 | $ 22,050.00 480,00 | $ 23,520,00 COMBINED SIDEWALK AND RETAINING WALL $ : ” $ - 57__| DETECTABLE WARNING $ : - 13 co 58 DRIVEWAY, PAVED, PCC, 5 IN. 450.00 | $ 22,342.50 479,50 | § 23,807.18 59 ORIVEWAY, GRANULAR 3 “ 72.00 | $ 1,800,00 60__ [SLOPE PROTECTION, WOOD EXCELSIOR MAT $ * -_ |3 - G1___|STARILIZAING CROP SEEDING, FERTILIZING, (URBAN} 5 . - 3 = 62___| CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING $ : - $ : 63 __| PERIMETER+SLOPE SEDIMENT CONTAOL DEVICE 9 INCH $ : 80,00 | $ 200.00 6&4 PERIMETERtSLOPE SEDIMENT CONTROL DEVICE 12 INCH 3 - - 3 : 65__ |REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE $ - -_ [5 : 66__| REVETMENT, CLASS D $ - 10,00 | § 750,00 67 EROSION STONE $ - - $ : 68 SWPPP MANAGEMENT 03515 700.00 0,50 | $ 1,000.00 it] MOBILIZATION 0,05 | $ 6,050,00 0,90 | $ 108,900.00 70 TRAFFIC CONTROL 0,05 | $ 589,50 0.75 | $ 8,842.50 1 RELOCATION OF MAILBOXES $ : 6.50 | $ 812,50 72__:|REMOVAL OF SIGNS 3 : 19.00 | $ 950.00 73___| REMOVE AND REINSTALL SIGNS Fy : - $ ” 74__|TYPEASIGNS 5 - : 3 - 75 STEEL POSTS FOR TYPE 4 SIGNS $ - - 3 : 76 UGHT POLES 7,00 | $ 19,250.00 7.00 | $ 19,250.00 vid ELECTRICAL CIRCUITS 500,00 | $ 6,250,00 1,220.00 | & 15,250,00 78___ |HANDHOLES AND JUNCTION BOXES 3,001 $ 2,100,00 3,00 | $ 2,100.00 79___ JPAINTED PAV'T MARKS, WATERBORNE/SOLVENT BASED $ : - |8 : 80__ [PAINTED PAV'T SYMaOLS, WATERBOANE/SOLVENT BASED $ : -_ /8 - Bid Alternate $3 - “ § - 82 |SFRUCTFURAL-CONCRETS $ - - 1s - a2 REINFORCING, STEEL $ - - g - 83 |ENGINEERED-SOu, Ey - : $ : 84 |GHOKER-AGGREGATE $ - - [3 : 85 |AGGREGATESUBBASE a6 [oROER FF TPR SH 7 $ : -~ [3 - 3 - ~ $ ~ 8% ‘| MULCH HARDWoOgD 5 - - [3 : | 88 UTE PIBER- MESH. $ ~ . 8 ~ 89 STEEL-PIRE-HANDRAL $ - : $ : $ : - $ : | Rane 00} A : - [3 : TOTAL OF THE BASE BID (Total of Items 1-46): 31,824,618.96 $242,302.47 FSA ES HES $1,162,666.24 EOE PPR GS OLR EP Es OS RECT SSE RTE oe NT Se OEE LETS SORA Se Sea EPR OES COl_ [Geogrid and Subbase Ls 1,00| 3 _(10,000,00' $ - - $ - Additional Excavation Class 10 cY 674.96) 310.00} $ - 629,80 | 3 6,298.00 Geo-grit SY 6136.00) $3.00 3 : 3,780.00 | $ 11,340.00 Subbase 12-Inch cy ¢ 2070.90 $36.00 § - 1,259.50 | § 45,342.00 Pavement Removal sy 8136.00 $5.00 [FAs 2n'940°680-002! 1,044.50 | $ §,222,50 4,824.50 | $ 24,122.50 CO2_ {Connection of sump lines and roof drains EACH 3,00 | § 685,00 32,055.00 § - 3.00 | 5 2,055.00 CO3__|Flowable Mortar for storm sewer abandonment cy 6.00 | $ 152,25 $913,590 3 - 6,00 | § 913,50 CO4 {Exploratory 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 5 : 3,00 | § 22,500.00 CO6 {Relocate Raw Watermain LF 200.00 | $ 67,00 $13,400.00 § “ 200,00 | $ 13,400,060 CO7_|Sanitary Service exploration Ls 1.00 | 3 2,500,00 $2,500.00 1.00} 3 2,500.00 1.00 | 5 2,500.00 CO8_ [2-Inch Water Service EACH 1.00; 3 3,500.00 $3,500.00 1.00 / 3 3,500.00 1,00 | 3 3,500.00 CO9 {Sump Pump and Roof Drain Connections Ls 1,00 | $ 1,425.00 $1,425.00 1.00;$ 1,425.00 1,00 | § 1,425.00 CO10 {Roof Drains at Fire Station Ls 1,00 | $ 4,250,00 $4,250.00 1.0015 4,250,00 1,00 | § 4,250.00 COli [Intake Throat replacement Ls 1.00 | 3 2,800.00 $2,800.00 100 | 5 2,800.00 1.00 | § 2,800.00 Coiz j|ACC Millings TON 83.331 $ 30,00 $2,499.90 83.3313 2,499.90 83.33 ($ 2,499.50 $ - - $ - CHANGE ORDER SUB-TOTAL 3 22,197.40 $148,228.98 BOE TF AESENS RTTRE AMOUNT EARNED TOTAL FL SPAS Mea BO ORNGA Ts REE ESE NG SOR TAME TS REAR LATA 3 264,499,87 5 1310,895.22 Ene ee 7 rater. 5 : ra zt r ened 3 “ 101,000.00 | r 101,000, 00 $ : ae000,00) > Sree000. 00 $ - ar20,00000 | a IE 264499.87 5 Rennes