K-8 - Pay Estimate #6 - Rathje Construction - Original Town Phase Two

DATE: October 14, 2021 owner: == CITY OF TIVEIN ProvEcT: Orightal Town Urbanization Project: Phaso Two PROJECT # ELPC#12218,13123 contract Rathje Construction ITEM CONTRACT | | EST UNIT - CONTRACTOR's-] NO. | ITEMS UNIT. QTY PRICE 2 BID-PRICE? v : _- BID'SCHEDULE- : : : : ‘Pay Period’ #6 s TOTAL TODATE - + 2 tes ENOTEGtemsshownn-BOLD are tieADDENDUM-CHANGES)- . af? ory AMOUNT Ory AMOUNT 1_ | CLEARING & GRUBBING UNITS 557.80] 322.00] - -2:$12;271,60" $ - 557.80 | $8 12,271,60 2___ |EXCAVATION, CLASS 10, ROAOWAY AND BORROW. cy. 4601.12] $9.00 -$51;220:08: 2,250.00 | $ 20,250.00 4,728.00} § 42,552.00 3___|EXCAVATION, CLASS 10, WASTE cy 2126.50 $11.00] $23,391:507 350.00 | $ 3,850.00 1,882.00} $20,702.00 4 ___|ToPSONL, STAR, SALVAGE & RESPREAD cy. $85.30 $14.00]: $12,394, 250,00 | $ 3,500.00 686.00 | $ 9,604.00 5___|SUBGRADE PREPARATION sy. 4553.15 $2.00]. *$910630; 400.00 | $ 800,00 4,330.00 | $ 8,660.00 6 __{MopiFien suBaAse cy 1494.59 $34.00). 2$50,814;02s 381,65 |$ 12,976.10 381.65|$ 12,976.10 7__|SHOULDER FINISH, EARTH STA 413.64 5305,00{" 3919:310,20' $ : - [8 : 8 |REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LE 1334.00 $10.00] . -$13'340,00- 3 : 593,00 | $ 3,930.00 9 _|stonia SEWER, TRENCHED, 12 IN DIA. uF 296,00] 365,00 $19;240,00; 134.00 | $ 8,710.00 296,00 | $19,240.00 10__|STORM SEWER, TRENCHED, 25 IN DIA. LE 459,00} $52.01 5235868: 178,50 | § 9,282.00 498.50 | $25,922.00 1) ___|STORM SEWER, TRENCHED, 18 IN DIA. LP 472.00) $77.00} - $336,344;00, 59,50 | $ 4,581.50 486.50 | $ 37,460.50 12 STORM SEWER, TAENCHED, 24 IN DIA, LE 632.50) 390,00) =< “$56,925:00: 5.50] 5 495.00 632.50 | $ 56,925,00 13__|PIPE APRON, RCP, 24 IN. EACH 1.001 $1,500.00}- $1,500,00+ S$ 2 1.00 | $ 1,500.00 14 PIPE APRON GUARD: BACH 1,00] $1,350,001. :$1,350,00.| 5 : 1,00 | $ 1,350,00 15 PREFORATED PLASTIC PIPE, 4 IN. DIA. Lr 2269.00) 314.00 5313:766,00- 250,00 | $ 3,500.00 LUL0o] $35,554.00 16 |sUabaain, PREFORATED PLASTIC PIPE, 6 IN, DIA. LF 535.00) $15.00|- "$8;775:00- $ - -_|$ ~ 7 SUBDRAIN OUTLET, CMP, 4 IN, DIA EACH 22,00 $250,00|-. 4$5!500:00% $ - 9.00] $ 2,250,00 18 SUBDRAIN OUTLET, CMP, GIN. DIA BACH 4,00 5250.00]. $1,000,00: $ - 6,00 | $ 3,500.00 19 |SUBDRAIN CLEANOUT, TYPE B, 24-INCH EACH. 1.09 $850.00 -__3$850:00;] $ - + [s - 20 __|WATERMAIN, TRENCHED, DR-48 PVC, GIN. DIA. LF 1419.00 338,00 “$53:922:007 144,50 | $ 5,491.00 1,419.00 | $53,922.00 21 | FIFTINGS, MJ, DIP,G IN. DIA, EACH 19.09) $230.00)" “34:750;007] 4,00 | $ 1,000,00 24,00 | $ 6,000.00 22 WATER SEAVICE FiPE, TYPE K COPPER, 2 IN, DIA. LF 239.00 $75,00|* ~ $17/925,00' 102,00 | $ 7,650,00. 102,00 | $ 7,650.00 23 [WATER SERVICE CORPORATION, 1 IN. DIA. EACH 16.00 $307.00 *$4,912,00 10.00 | $ 3,070,00 10,00 | $ 3,070,00 24 __ |WATER SERVICE CURB STOP AND BOX, 1 IN. DIA, EACH 16.09] 5345.00):" $ : - [8 ~ 25___|GATE VALVE, MJ, 6 IN. DIA, EACH 17,00 $1,175,00[° 2.00 | $ 2,350.00 17.00 | $19,975.00 26 __|FIRE HYDRANT ASSEMALY, WM-201 EACH 6.00 $4,700,00] 3 : 6.00 | $ 28,20 27__|VALVE BOX EXTENSIC EACH 7.00 400,00]. $ > - [8 - 28 __|FIRE HYORANT ADJUSTMENT, EACH 1.09) $1,400,00[7 1.00 [5 1,400.00 1.00 [ 1,400.00 29___|WATERMAIN CONFLICTS EACH 3.00 33,600.00}. 1,00 | 5 3,600.00 10.00 | $ 36,000.00 3Q__{WATERMAIN REMOVALS LS 1.00 $19.00: 0,30 | $ 3.00 1,00 [ § 10,00 Bi [MANHOLE, sW-401, 48 IN, BAGH 3.00) $3,375.00] 0.75 | $ 2,531.25 3.00 | § 10,125.00| 32 {MANHOLE, SW-401, GOIN, BACH 1.00 $5,450,002" 5 § - 0.75 | 3 4,087.50 3} PINTAKE, SW-501 BACH 21,00) $2,300.00) #§48}300.004 §,00 | $ 13,800.00 14.25 | $32,775.00 34 INTAKE, SW-501, MOQIFIED. BACH 4.00) $2,775,00|3- "$175100,005, BY ” L785 10,406.25 35 INTAKE, SW-512 BACH 5,00) $1,050,00 . *$5:250,00° 4.50 | 5 3,673.00 5,00 | $ 3,250.00 [a ANHOLE ADJUSTMENT, MINOR, BACH 4,00) $500.00]: $25000,00% $ 2 : § . 37__JINTAKE ADIUSTMENT, MINOR EACH 1,00] $750.00, “8750100: 3 - - [3 + 38 REMOVE INTAKE BACH 8,00) $750.00)" $6,000,004 3,00 [ $ 2,250,00 4,001 3 3,000,00 9 _[PATCHES, FULL DEPTH FINISH, BY COUNT BACH 10,00] $225.00 33250,00"| A : ~ 1s * Q PATCHES, FULL DEPTH FINISH, BY COUNT SY. 111,00) S8290]8 «OHI 530! $ * « $ . ay SUDBAS, (PATCHES) sy 141.00] $15.00 291,665,005 £ ~ - 3 > 2_{PAVEMENT, PCC, CLASS C 3 OURABILITY 9 IN, THICK sy 220,83} SdG48f” S181404755 2 ~ Dome cl * 43 PAVEMENT, PCC, CLASS C 3 DURABILITY 6 IN, THICK sy $327.29 S40.05 | $G5;899 057 $ “ * 3 - 4 PAVEMENT, BRICK/PAVER INLAY sy $51.39) $215,00]-. ?* 140,04 81859 3 ~ smell * 4, GITUMINOUS BEDDING COURSE sy 51,39 125 [u : F287144) § * : £ > 4 CURB ANG GUTTER, 36 IN. WIDE, 9 IN, THICK Le 2287.70 80,069,503 3 ~ + LE * AT __|PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN, THICK ay 3406.67 . - STI SIRT £ - 1,655,001 $ 98__ [PURE DEPTH HEELAMATION ay 646,00 Sas 2 942.007] § : al of 49 __[ASPHALESTADILZING-AGENT- FOAMING) FON 0,88 $1,703, ig7207104:86)| $ z Le | __.50__ |REMOVAL OFSIDEWALK BY 1324.00 7944,003| 4 : 483,13 31___ [REMOVAL OF DRIVEWAY sy 9a}, 00] +$9;810,005) 3 ~ 223,00 |__$2._._...MEMOVAL OF CUE STA 4,09] a, $1500.00: $ : 3) __, [REMOVAL OF PAVEMENT. BY 113,09] $1,695.00. 25,00 |'3 375,00 T140 Sd VSHDEWALK PCO 4 IN, sy 4387.40 - $61 50453605 $ : ae 3 ‘ 55___|SIDEWALK, PCC, 6 IN, BY 930,50] 2845/5940) $ ~ +e : 36 [COMBINED SIDEWALK AND RETAINING WALL cy. 25,00] 8) 8750,008] $ ‘ $ - 37__ [DEFECTASLE WARNING: ap 280,00 “5$91800:00,1 $ - < ~ |38... DRIVEWAY, PAVED, PCC,& IN, sy 727,00) $36,095 a * * > 39 DRIVEWAY, GRANULAR, TON, “408 225,00] $850.0 38,00 | 5 250,00 72,00 1,800,00| 40__|SLO7E PROTECTION, WOOD EXCELSION MAT. 89 2,00 $100,00|:- | $700:00a EY : * “ 4) ___ JSTABILIZAING CROP SEEDING, PERTILIZING, (URBAN, ACRE 9,50 : Ee $ ~ = * G2 JCONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING ACRE 2 - : > 63__[PRRIMETERSSLOPE SEDIMENT CONTROL DEVICE 9 INCH LP Fi ~ 89,00 200,00 Gd _|PENIMETER+SLOPE SEDIMENT CONTROL DEVICE 12 INCH LP 3 = « + G3_ REMOVE PERIMETERSLOPE SEDIMENT CONTROL DEVICE Le $ > * * REVETMENT, CLASS D TON. °8730,004 10.00 | § 750.00 10,00 | $ 730,00 EROSION STONE. TON $150,00]- 378000 3 x : $ x SWPPP MANAGEMENT L8 $2,000.00] °, -/82,000,00: $ “ 0.15 | 8 300,00 OY MOBILIZATION Lg $121,000.00. $12.1,000;00;) 9.20 | $ 24,200.00 0,70 | 8 _..84,700,00 n TRAFEIC CONTROL Lg $11,790.00)' . + 4'790,005 025 | 8 2,997.50 055 | 5 G,484,50 n RELOCATION OF MAILDOXES EACH. $125.00]. $3,625,007 $ - 6,50 | 812,30 ve REMOVAL OF SIGNS. BACH $50.00]. 731,050,007 $ “ $00 | $" 490,00 REMOVE AND REINSTALL SIGNS BACH. $150.00): + $4,080;00- $ “ » & x 74 TYPE A SIGNS sr 319,001, © ne BAS 84i052 s : “ $ * 15 STEEL POSTS FOR TYPE A SIGNS Lp S8250 $101 907003 8 * “ $ : 16 LIGHT POLES BACH i 2 < $ * a ELECTRICAL CORCUITS Le 720,00 | $ 9,000.00 120.00 | $ 9,000.06 78_ |HANDHOLES AND JUNCTION BOXES RACH $ : AS ~ 79 _|PAINTEO PAV'T MARKS, WATERBORNE/SOLVENT BASED STA $ 2 = AS ~ 80 PAINTED PAV'T SYMBOLS, WATERBORNE/SOLVENT BASED BACH i 2. : $ * Bid Alternate $ * 2 LS. : at EPRUGCTURALGONGRERE, ey 48:50) 5 - “ $ ” a REINFORGING, SPEER LBS 86210 5 - ~ 5 “ 03 JENGINSERED.SOHL ot 4399 $ : -_|s : 84 (GHOKERAGGRAGATE. GR 465.00] 5 - -_|$ ~ AGGABEGATE SUBBASE éR 4860.00 $ : - |s : 86 wae _— BAGH 700 3 - - |3 - 82 |MULGH HARDWOOD cE 465,00 5 = -_|s * 86 JUTE-SERMESH sr 4860.00 $ > - [$s - 89 |SEBBL-PIPR-HANDRAIE bE 24.80) $ - ~ I[s - im 3 2 : £ z | 50,003 A : ~ {$8 TOTAL OF THE BASE BID (Tot |Leora) __ 811824 618.96 _ $152,087.35 | CO! |Geogrld and Subbnse LS 1,00] $ (10,000.00) (510,000,006) 3 : -_|$ - Addltlonal Excavation Class 10 cy 674.96 $10.00)" 386} 7491603) 629,80 | $ 6,298,00 Geo-grld SY 6136.00 $3.00]. 51.8;408,007 3,780.00 [$11,340.00 Subbase 12-inch Gy 2070.90 $36.00);. $74,352i40") 1,259.50 | $ 45,342.00 Pavement Removal sy 8136.00 $5.00[- *_340;680,00." 3,780.00 | $18,900.00 CO2 | Connection of sump lines and roof dralns EACH 3,00 | $ 685.00 $2,055.00 $ : 3.00 | $ 2,055.00 CO3_|Flowable Mortar for storm sewer abandoument cy 6.00 | $ 152.25 $913.50 $ : 6,00 | $ 913.50 CO4_ |Explorntory Excavation Ls 1.00} 3 5,283.08 $5,283.08 $ : Loo | $ 5,283.08 CO5_|Sanltary Sewer Repairs EACH 3.00 | § 7,500.00 $22,500.00 2.00|$ 15,000.00 2.00] $ _ 15,000,00 CO6__[Relocate Raw Watermaln LE 200,00 | $ 67,00 $13,400.00 200.00 | § 13,400.00 200,00 | 5 13,400.00 CO7__}Sanitary Service exploration LS : $0.00 CO8__|2-Inch Water Service EACH $0.00 50,00 $0.00 $ - : 3 : $174,541.58 $ 28,400.00 $118,531.58 me hie Ear Sg SpUe ANTERIOR BAY VERE NOE OAT DO EROS APNE RAGE AETY et i AMOUNT EARNED TOTAL $181,387.35 S_ 782,768.81 eon PERE di SSS HER I ay i 401,000.00 | $ 101,000.00