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

DATE: May 31, 2021 owner: = CYTY OF TINBIN PROVECT: Original Town Urbanization Project: Phase Two PROMECT HPCHI2218.13123 contractc Rathje Consirction TEM CONTRACT | [ EST UNIT GONTRACTOR's | NO. ITEMS unr} Qty PRICE BIDPRICE Fs ee aware cy Pay. Peciod #22... |, TOTALTO DATE : nin r | ory AMOUNT. ory AMOUNT 1 [czanine & GruBoiNG UNITES 557.8 3 - ~ {s ~ 2 __[EXCAVATION, CLASS 10, ROADWAY AND BORROW cy 5691.19] 5 - - |s - 3 EXCAVATION, CLASS 10, WASTE cy 2126.5 s - - $ - 4 _|rorson,, STRP, SALVAGE & RESPREAD 885.3 30.00 | $ 420,00 30,00 | $ 420.00 5 __ |SURGRADE PREPARATION sy 4553.15 $ . - ts ~ 6 _ [MODIFIED suagase 7 a FINISH, EARTH cy STA 1494.53 43,1334]64] _$305. 00[ =“. _$13,340°00 : Y $1331020" Ss 8 ~ - -_[s -_{s ~ 8 _JREMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LE Si0.00), * 24,00 [8 240,00 24.00 | § ~ 240.00 9 _ [STORM SEWER, TRENCHED, 12 IN DIA. LF 296 365.00] 4.001 $ 260.00 4,001 8 260.00 10 [storm SeweR, TRENCHED, 15 IN DIA, LE 459] $52.00] 48,001 § 2,496.00 78,001 § 2,496,00 11___ [STORM SEWER, TRENCHED, 48 IN DIA, LE 472, 3 - ~ Is 7 12 ___|stoRM SEWER, TRENCHED, 24 IN DIA, LE 632.5 272.00|8 , 24,480.00 272.00| $24,480.00 13__ [PIPE APRON, RCP, 26 IN, EACH 1 1,00 |s 1,500.00 1.00 | 5 3,500.00 14 __|PIPE APRON GUARD BACH 1 1.00 | $ 1,350.00 Loo ls 1,350.00 15 __ |SUBDRAIN, PREFORATED PLASTIC PIPE, 4 IN. DIA. LE 2269) $14.09) $ - ~ 1s i" 16__ |SUBDRAIN, PREFORATED PLASTIC PIPE, 6 IN. DIA. LE 585 $15.00 3 ~ ~ Is : 7 OUTLET, CMP, 4 IN, DIA EACH 22 $250.00 $ ~ ~ {s 7 18 OUTLET, CMP, 6 IN. DIA EACH 4] $250.00) $ - . 8 . 19 [SUBDRAIN CLEANOUT, TYPE B, 24-INCH EACH fl $350.00[, - $ ~ ~ ts T 20 __|WATERMAIN, TRENCHED, DR-18 PVG, GIN. DIA. iF 1419 $38.00/- $ - ~ Is 7 21 [ATTINGS, ii, DIP,6 TN, DIA, EACH 19 5250.00) $ - ~ Ts 7 22 ___ [WATER SERVICE PIPE, TYPE K COPPER, 1 IN, DIA. LE 239 375,00|__. 5 - ~ I$ 7 23 | WATER SERVICE CORPORATION, 1 IN, DIA. EACH 16) 5307.00] . r 3 - - $ .- 24 WATER SERVICE CURB STOP AND BOX, 2 IN. DIA. EACH 16) 3345.00) 7 7 85,520,00") 5 - = g - 25 __ {GATE VALVE, MI, SIN. DIAL EACH 7 $1,175.00 © $19,975.00- 3 : ~ Ts > 26 _|FIRE HYDRANT ASSEMBLY, W201 BACH a $4,700.00} $28,200.00" 5 : - [8 ~ 27__ [vate sox exTENsic T ‘ EACH 7 3400.00/ =. 2.30000: $ ~ ~ Is 7 28 [FIREHYDRANT ADJUSTMENT EACH fl $1,400.00, < .,/. $1400.00, $ : ~ Is T 29 |WATERMAIN CONFLICTS. EACH B 3,600.00]. - 528;800.00 ;| 3.00 [5 10,800.00 3.00 |$ 10,800.00 30__ |WATERMAIN REMOVALS 18 1 $10.00} «$10.00 5 : -_[s - [31 |MANHOLE, SW-401, 48 IN. EACH 3 33,375.00]. ,510,125,00: 0.75 | § 253125 075 | s 253125 32 |MANHOLE, sw-401, 60 IN. EACH 1 $5,450.00), - 3 - ~ Ts ~ INTAKE, SW-502 EACH 21 075 |$ 1,725.90 075 | § 1,725.00 4. liwrake, SW-501, MODIFIED EACH 4 Om |s 2081.25 0.75 | $ 2,081.25 5 _|INTAKE, SW-512 RACH 5 $1,050.00|- 3 ~ ~ ts . G6 __ (MANHOLE ADIUSTMENT, MINOR EACH 4 $500.00[ 3 : ~ ts 5 7 A INTAKE ADJUSTMENT, MINOR EACH L 750,00]: $ . - 1s REMOVE INTAKE BACH gl $780.00]. - 2. "$6100.00 1,00) § 730,00 1,00 [5 750,00 PATCHES, FUUL DEPTH FINISH, BY COUNT. BACH 10] $325.00[ > 193:250,00,, $ ~ ~_|s - PATCHES, PULL DEPTH FINISH, BY COUNT. sy. Wy $82.30 = 8918530. g “ ~ I$ - 41 __[supsas, (rarcHes) sy it $15.00] _ $ . “Ts : 4 PAVEMENT, PCC, CLASS C, 3 DURABILITY9 IN THICK sy. 2920,83 $ > -_Is ~ PAVEMENT, PCG, CLASS C 8 DURABILITYGIN, THICK sy. 1327.29] s * -_|$ - 14 _|PAVEMENT, BRICK/PAVER INLAY. sy. 651.39) 3 ~ ~ ts : aITUMINOUS BENNING COURSE ay 681,39 $ ~ ~ Ts ~ CURB ANO GUTTER, 36 IN, WIDE, # IN, THICK is PST $ > = (Ss ~ 47__JPAVEMENT, HMA, STANDARD TRAFFIC, 5 IN, THICK ay 349467 $ ~ ~_1s > 48__ |FULL DEPTH RECLAMATION. sy ér36| £ > ~_ s : 40. ASPHALT STARILZING AGENT (FOAMING) TON | Ta 3 : ~ Ts : SD __[REMOVAL OF SIDEWALK : sy isa 710 [8 4.60 710] § 42,60 S1__JREMOVAC OF ORVEWAY x 981 § = ~_ Is > 2___ [REMOVAL OF CURB STA. 1 3 : ~_ 13 - 83 ____ [REMOVAL OF PAVEMENT. sy 13 48.50 |S 697,50 46,50 [5 697,50 54 _|SIMEWaRK, PCC, 4 IN. sy 1387.4 3 - " - 35 __ [SIDEWALK PCC, GIN. : ; sy 920.5 a > : ~ 36___ [COMBINED SIDEWALK AND RETAINING WALL fig 35 - : = 3)__ [DETECTABLE WARNING SF sal > > : 58___ |DRVEWAY, PAVED, PCC, GIN. ay 721 > = 59___[DRIVEWAY, GRANULAR TON 34| : ~ [3 : 60 [SLOPE PROTECTION, WOOD EXCELSIOR MAT 8¢ 7 3 ~ = Ts : 6) [STARILIZAING CROP SEEDING, FERTILOING, (URBAN) ACRE os 33,000.00 $ : ~ Ts ' 62, _|CONVENTIONAL SEEDING, SEEDING, FERT... ANOMULCHING ACRE 1 $3,000.00) 8 - ~_[s : 83 __|PERIMETER#SLOPE SEDIMENT CONTROL DEVICE9 INCH ie 300] $2.50" * 80,00 | § 200,00 80,00 | $ 200,00 64 __JPERIMETERSSLOPS SEDIMENT CONTROL DEVICE 32 INCH. iE 300] 34,00); 8 : - |s = 65__ [REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE Le 609] $2.00. 3 ~ ~_ |S ~ TON. ir) 375.00) - -_ [3 ~ TON 5 3130.00 * ~_ Ts = is 1 $2,000.00 0.10 200,00 oi0 | 3 200,00 18 1 $121,000.00 0.25 30,230.00 025 | 3 30,280.00 is 1 811,750.00]. 2°5 81 A 01s | 8 1,768.50 015 | $ 1,768.50 Ti__ [RELOCATION OF MalLnoxes BACH LB 8 - ~ [3 ~ 72___ [REMOVAL OF SIGNS EACH 2 8,00 | § 400.00 8.00 |S 400,00| 73 _[REMOVE AND REINSTALL SIGNS EACH 2 $ : ~ 18 * 74___|TYPEASIGNS SF 114.95] 5 : ~ ($s = 75__ |STEE. POSTS FOR TYPE A SIGNS LE 412] $ - ~ TS ~ 76__ |UGHT POLES EACH 12 $ - ~ [s ~ 77__ [RECTRICAL. CIRCUITS LF 2401 8 - ~ _{s ~ ui HANCHOLES AND JUNCTION BOXES. BACH 3 £ ” ~ g ” 79___ [PAINTED FAV'T MARKS, WATERBORNE/SOLVENT BASED STA 32,88 $ : . T$ > 20 _JPAINTED PAV'T SYMBOLS, WATERHORNE/SOLVENT BASED EACH 7 § - ~_|$ - Bid Alternate 81 __ [STRUCTURAL CONCRETE cy 48.5 82_|REINFORCING, STEEL. LBS 3637.1 83 [ENGINEERED soll cy 139.79 &% _ [CHOKER AGGREGATE ce 465 85 __ [AGGREGATE SUBBASE CF 1860 a6 BASIN OUTLET RISER PIPE, 8 IN. DIA. WITH DOME GRATE EACH 7 87 (MULCH, HARDWOOD cE 465 -_ a8 IUTEFIBER MESH SF 1860] $0.75]. 51:395:00, 89 STEEL PIPE HANDRAIL, LE 291.5] $50.00 ~_ $14;575,00 TOTAL OF THE BASE BID (Total of Items 1-4 6 382,192.10 col $0.00 3 - : coz $0,00 3 - - cO3 50.00 8 - - CO4 50.00 s ~ 7 cos $0.00 s - - C06 i 30,00 8 - : C07 50.00 8 - : 7 § : $ x PNB A A ae win Cae UR TAS FAR Lokal eae ee $82,192.10