K-3 - Pay Estimate 5, Rathje Construction - Original Town Urbanization Phase Two

DATE: August 31, 2021 owner: CITY OF TIRFIN PROJECT, Original Town Urbanization Project: Phase Two PROJECT #: HIFCHL2218.13123 CONTRACTC Rathje Construction ITEM CONTRACT | [ EST UNIT ‘CONTRAGTOR's No. UNIT | QTY ’SBID PRICE! . eee erat E eng “URS eas “ cae : ch Pay Period #5 Po MOTAG TODATE! . * tame (NOTENItems shown in: BOLD are the: ADDENDUM:GHANGES).'s: gy Ender ety AMOUNT QTY AMOUNT 1_ _| CLEARING & GRUBBING UNITS $22.00 $12,271.61 g - 557.80] $ 12,271.60 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW cy $9,00]:° * $51,220.08; 500,00 | 4,500,00 2,478.00 | $ 22,302.00 3 EXCAVATION, CLASS 10, WASTE cy $14.00)" $23)391350 3 - 1,532.00 | $ 16,852.00 4 _|TOPSON, STRP, SALVAGE & RESPREAD cy 14,001: *3$19;394:20 120.00 | $ 1,680.00 436,00 | $ 6,104.00 5___|SUBGRADE PREPARATION sy $2.00)*.° 23 89:16:40" 5 - 3,930.00 | ¢ 7,860.00 6__|MoniFiep suapAsE cy 534.00] 7." © °7"$50/814,027 FY - -~_|$ - 7 __|SHOULDER FINISH, EARTH STA 43,64 $305.00/! °. $18:310:20; $ - - Ts - 8 | REMOVALOF KNOWN PIPE CULVERTS, MISC, SIZE AND TYPE [og 1334.00 $10.00 2g 15340100" 172.00 | $ 1,720.00 593.00 | 3 §,930,00 9 __|STORM SEWER, TRENCHED, 12 iN DIA, LF 296.00] 365,00|2 = §19:240:00 g ~ 162,00 | $10,530.00 10___ [STORM SEWER, TRENCHED, 45 IN DIA. LE 459.00] $52,00 “5, 825, 868/00: $ - 320.00] § 16,640.00 11_|STORM SEWER, TRENCHED, 18 IN DIA. LF 472.00} $77.00 +$38,344'00 280.00 | § 21,560.00 427,00 | 3 32,879.00 12 STORM SEWER, TRENCHED, 24 IN DIA. LF 632.50} $90,00): “$56,925.00: § - 627.00 | 3 56,430.00 13___|PIPE APRON, RCP, 24 IN. EACH 1.00] $1,500.00 [> *$1;800,00 8 : 1,00 | $ 1,500.00 14 PIPE APRON GUARD ij EACH 1,00 $1,350.00] S$15350:00- $ - 1.00 | 5 1,350.00 15___|SUBDRAIN, PREFORATED PLASTIC PIPE, 4 IN. DIA. Lr 269,00} 314.00/2." 27831,766.00° BY - 861.00 | $12,054.00 16 _|SUBDRAIN, PREFORATED PLASTIC PIPE, 6 IN. DiA. LF 385,00) $15.00|-- 775.002 8 - - 138 - W OUTLET, CMP, 4 IN. DIA. EACH 22,00) $250.00 (2 3:7." $57500/00% ry - 9.001 ¢ 2,250,00 18 _|SUBDRAIN GUTLET, CMP, GIN. DIA EACH 4,00] $250,00)!2) 3. <2" $1,000/00; (54.00)| $ (13,500.00) 6.00 | $ 1,500.00 19 _|SUBDRAIN CLEANOUT, TYPE B, 24-INCH BACH 1.00 $850.00[0.°7 2 B5 01007 $ ~ - |s 2 20___|WATERMAIN, TRENGHED, DR-18 PVC, 6 IN, DIA. LF 1429.00 $38,00[22 5 <2 °-859,992/00: 930,50 [| $ 35,359.00 1,274.50 | § 48,431.00 21 FITTINGS, Mi, DIP,6 IN. DIA, EACH 19,00] $250.00 [207 842501007) 8.00 | $ 2,000.00 20,00 | $ 5,000.00, 22___ |WATER SERVICE PIPE, TYPE K COPPER, 1IN, DIA. LF 239.00] $75,003. = $17925100 5 $ ~ - [3s - 23 __|WATER SERVICE CORPORATION, 1IN. DIA. BACH 16.00] 3307.00). “0-2 5 '94'912/00° $ - -_|s - 24 _ |WATER SERVICE CURB STOP AND BOX, 4 IN DIA, EACH 16.00] $345.00}. 885152000 | $ - - {$s ~ 25 __|GATE VALVE, Ml,6 IN, DIA. BACH 17.00) $1,175.00] 22.2 819/975,00" 7.00 | $ 8,225,00 15.00] $ 17,625.00 26 __ {FIRE HYDRANT ASSEMBLY, WM-201. BACH 6,00 $1,700.00 |: 9928;200,00 4,00|$ 18,800.00 6.00] S$ 28,200,00 27___|VALVE BOX EXTENSION/ADJUSTMENT EACH 7.00 $400.00 3$2;800:00: g - - [s - FIRE HYDRANT ADJUSTMENT EACH 1.00 $1,400.00/""" =. §1,-400:00 $ : - 13 ~ IWATERMAIN CONFLICTS EACH 8,00 33,600.00" 2 ":$28;800:00: $ ~ 9.00 | $32,400.00 WATERMAIN REMOVALS LS 1,00 $10.00]! "3 “810,00; .20 | $ 2,00 0,70 | § 7.00 MANHOLE, SW-401, 48 IN. EACH 3.00) 33,375.00 [ 92> $10)125,007 $ - 225 | $ 1,593,75 MANHOLE, SW-403, 60 IN. BACH 1,00} $5,450.00}. oo eS 5A S0700- O75 1 4,087.50 0.75 | $ 4,087.50 INTAKE, SW-SO1 BACH 21.00 $2,300.00/ 2. -°-. $48,360,002) 1.5015 3,450.00 8.25 | $ 18,975.00 INTAKE, SW-5Q1, MODIFIED EACH 4.00 $2,775,00) =ST13100(00% $ ~ 3.75 | $3 10,406.25 INTAKE, SW-S12 BACH $,00 $1,050.00)": 955280,00/ $ - 1,50 | § 1,575.00 MANHOLE AQJUSTMENT, MINOR, EACH 4.00 $500,00]7 2°. 2000500; $ : 1s - INTAKE ADIUSTMENT, MINOR RACH 1.00] $750.00] STSO00: $ - ~ $ . REMOVE INTAKE RACH 3,00) $750.00 : 0 3 - 1.00 | $ 750,00 PATCHHS, FULL DEPTH FINISH, 8Y COUNT BACH 10,00 $325,00[ $37250.002 $ * ~_1$ ~ PATCHES, FULL DEPTH FINISH, BY COUNT. sy 111,00) $82.30 2BO/135.90° $ - z £ * SUBBAS, (PATCHES) sy 111,00 $15.00 5665/00" $ ~ ~ | s ~ PAVEMENT, PCG, CLASS C$ OURABILITY 9 IN, THICK sy. 2820.89 ; § : ~_ 1S : PAVEMENT, PCG, CLASS C3 OURABILITY @ IN, THICK sy. 1327.29) § : lS * PAVEMENT, BRICK/PAVER INLAY sy 651,39 8 : ~_ [8 ~ SITUMINOUS BEDDING COURSE sy 651.39 NY : ml al : CURG AND GUTTER, 36 IN, WIDE, 9 IN. THICK : LE 2207.70 $ : en) “ PAVEMENT, HMA, STANDARDTRAFFIC, § IN. THICK sy 3494.07 1,853,00 | $56,601.00 1,635.00 | 8 56,801,00 FURL DETH RECLAMATION Ex 6136.00 g : Za a * ASPHAUT-STABILZING-AGENT-(POAMING) ON 088 § * x ad a : REMOVAL, OF SIDEWALK sy. 1324.00 § * 483.13 | % 2,898,78 RE LOF DRIVEWAY BY. 981,00 fy * 0 | 2,950,00 REMOVAL OF CURB STA. Low 8 > g : REMOVAL OF PAVEMENT. $Y. ER $15.00]: $ ~ * 697,50 SIDEWALK, PEC, 4 IN. sy. 1387.40) $44.00. fy mad ab ~ SIDEWALK, PCC, GIN. sy. 930,50 341,00 § ~ ~ 1S 2 56___ |SOMBINED SIDEWALK AND RETAINING WALL cy 25,00 $750.00/" $ ~ ~ ad 8 - se smu DETECTABLE WARNING SF 280,00) $35.00) $ « - $ x 5% |DRIVEWAY, PAVED, PCC, 6 IN, sy. 727,00) 419,65 8 - - | 4 - | 59 __ |DRIVEWAY, GRANULAR. TON, 34,00 825,00 $ * 34,00 | 3 $50.00 560___ [SLOPE PROTECTION, WOOD EXCELSIOR MAT 8Q 7.00) $100.00 $ “ mond ~ |01, STABILIZAING CROP SEEDING, FERTILIZING, (URBAN ACRE 0,50) $3,000,00)." = $ ~ a ad ~ To AND ACRE 1.00, $3,000,0 3 * ~ 18 ~ ROL, DEVICE 9 INC! LE 300,00) 52,4 g : 80,00 | $ 200,00 | 66 _ |REVETMENT, CiAss6 TON : 9750 $ - mda = Gf _JPERIMETER SLOPE SEDIMENT CONTROL, DEVICE 12 INCH Le 300,00) $4.00): 4 = * $ x $5_ [REMOVE PERIMETERS.OPE SEDIMENT CONTROL, DEVICE LF 600,00) $2.0 § ~ = LS = 67__ [EROSION STONE TON 4,00 3150.0 g : a) - 68__|SWPPF MANAGEMENT 1s 1,06] $2,000.00)" 0,08 | 100,00 O15) § 69 __|MOBILIZATION Ls 1,00 $121,000.00] 9.10 | $12,100.00 0,50 70__ TRAFFIC CONTROL Lg Log] $11,790.00), “2 0.06 | $ 701.40 030 RELOCATION OF MAILBOXES BACH 13.00 $128.00) $ - 6.50 PACH 21,00 $50.00)" $ 2 8,00 REMOVE AND REINSTALL SIGNS BACH 27,00 $150.00)" $ ~ Eee) : 74____ [Tyee a SIGNS SF 14.9sl $19.00)": : $ : ~_ 13 : 16 UGHT POLES BACH - 32,750.00) 2-72 833,000200" 3 2 = 5 2 75____|STBEL POSTS FOR TYPE A SIGNS LE 812.00 $i2sal: 10 $ - aE) - 77 levectnicacicurrs LE 2401.00! $12.50 £9830,012.,507 $ x x18 = 78___ [HANDHOLES AND JUNCTION BOXES BACH 3.00) $700.00" 2°. §3;500100. 3 : - 8 - 79___\PAINTED PAV'T MARKS, WATERBORNE/SOLVENT BASED STA. 32.88 $116.25 [) 2 2 89382:30! 3 ~ ~ |s - 80__ [PAINTED PAV’T SYMBOLS, WATERBORNE/SOLVENT BASED BACH 7,00) 2 385.90 22 SGOL3O4 3 : 2s : Bid Altarnate Pe 7 $ 2 - $ : 81 __ [STRUCTURAL CONCRETE cy 48.30 $600.00}. $ - : $ * 82___ | REINFORCING, STEEL LBS 3637.10) $2,50]- $ : -_ 18 - 83 [ENGINEERED SOIL cY 139,79] $35.00[' $4/892.65 $ : -_1$ - 84 |CHOKER AGGREGATE CF 465.00] $2.00): 5 £25930;00: $ : = $ - 85___ |AGGREGATE SUBBASE CF 1860.00} $2.00 3 : -_| 3 : 86 |UNDERDRAIN, BASIN OUTLET RISER PIPE, BIN. DIA. WITHDOME GRATE | EACH 7.00) $500.00 $s : -~_|s$ - 87___ |MULCH, HARDWOOD CF 465,00) $2.00 s - -_ |$ - 88 JUTE FIBER MESH SF 1860.00 $0.75 $1;395100: 3 : - $ 2 89 STEEL PIPE HANDRAIL LE 291,50 $50.00|-- $14;575:00- 3 - - 3 - a eer $ - - 3 - 80,004 3 - - [$s - TOTAL OF THE BASE BID (Total of Items 1-4 $1,824,618.96 $511,249.88 col Geogrid and Subbase LS 1.00] $ _(10,000,00) ($10,000,00) $ = -_ 13 : Additional Excavation Class 10 cy 674.96 $10.00] ~ $67749;60: $ : 629.80 | 5 6,298.00 Geo-grid sY 6136.00 $3.00] 7818;408:002 s * 3,780.00 | $11,340.00 Subbase 12-Inch cy 2070.90 $36.00}: $743552:40., $ : 1,259.50] $ 45,342.00 Pavement Remaval sy 3136.00! $5.00 “3, $40,680,008 § - 3,780.00 | $ 18,900.00. co2 Ci ion af sump Ines and roof drains EACH 3.00 | $ 685.00 $2,055.00 & - 3.00 | $ 2,055.00 CcO3 Flowable Mortar for storm sewer cy 6.00 | $ 152.25 $913.50 $ - 6.00 | $ 913.50 Cco4 Exploratory Excavation LS 1,00 | $ 5,283.08 $5,283.08 $ ~ 1.00 | $ 5,283.08 COs 3 = - $ > C06 | | | $0.00 3 : 7 ts : CO7 | | | $0.00 8 : -_|8 : CHANGE ORDER SUB-TOTAL $ - $ 90,131.58 | AMOUNT EARNED TOTAL Materials Stored on-site - | 101,000.00 [| $ 101,000.00 Materials Installed on-site (Deduct)|* (16,200.00)[_(48,600.00){ $ (64,400,00) (16,200.00 36,200.00 $141,191.90 $637,581.46