K-2 - Pay Estimate 1 - Rathje Construction - Original Town Phase Two

pate: = December 31, 20201 owner: CITY OF TIFFIN PROJECT: Tuwn Urhanization Pryject: Phase Two Orighwl PROJECT #, HFC#12218.13123 CONTRACT! Ruthje Constructivn ITEM CONTRACT | | EST UNIT CONTRACTOR's NO. ITEMS unit| Qty PRICE BID PRICE BID SCHEDULE, Pay Period AL TOTAL TO DATE th CHANGES) QTY AMOUNT gry ‘AMOUNT 1 [CLEARING & GRUBBING UNITS 357.8] 322.00) $12,271.60 2__ EXCAVATION, CLASS 10, ROADWAY AND BORROW cy S612 39.00 $51,220.08 3 ay 3] 311.00 $23,391.50 4 oy $14.00 $12,394.20 s sy . 2.00] $9,106.30 6 cy 1494.53] 334.00 $50,814.02, 7 STA aah 5305.00] $13,310.20 # LF 1334] 10.00) $13,340.00 LF 2 $65.00) $19,240.00 LF 159] $52.00] $23,868.00 iy 1 $77.0) $36,344.00 LF 3s SH00 $56,925.00 3 PIPE APRON, RCP, 24 IN, EACH af S1,500,00| $1,500.00 14 __ [PIPE APRON GUARD EACH uf 31,350.00) $1,350.00 15 |SUBORAIN, PREFORATED PLASTIC PIPE, 41H, DIA. LF 314.00) $31,766.00 16 SUBDRAIN, PREFORATED PLASTIC PIPE, GIN, DIA, LF $15.00] $8,775.00 7 SUBDRAIN OUTLET, CMP, 4 IN, DIA EACH ‘$250,00) $5,500.00. 18 |SUBORAIN OUTLET, CMP, GIN. DIA. EACH 4 $250.00) $1,000.00 19 SUBDRAIN CLEANOUT, TYPE B, 24-INCH FACIL 1 SH5U.00) ‘$850.00 20 WATERMAIN, TRENCHED, DA-18 PVC, GIN. DIA. iF 1A19] $53,922.00 21__[FITTINGS, My, DIP,6 IN. DIA. EACH 7 $4,750.00 22 [WATER SEAVICE PIPE, TYPE K COPPER, LIN. DIA, LF 239 $17,925.00 23 JWATER SERVICE CORPORATION, LIN, DIA. EACH tg $4,912.00, 24 [WATER SERVICE CURB STOP AND BOX, 11M. DIA. FACIE 14] 5345.00 $5,520.00 25 GATE VALVE, MJ, GIN, DIA, EACH id 3S1,175,00) $19,975.00. FIRE KYORANT ASSEMBLY, WM-201, EACH a $1,200.00) $28,200.00 EACH $4100.00) $2,800.00. EACH S1,400,00] $1,400.00 29__|WATERMAIN CONFLICTS EACH $3,040.00) $2,800.00 30 |WATERMAIN REMOVALS Ley $10.00] $10.00 31 MANHOLE, SW-401, 48 IN, EACH 33,375,00) $10,125.00 | MANHOLE, SW-401, GOIN, EACH $5,450.00 EACH ‘S23UK),000] $48,300.00 EACH $2,775.00) $11,100.00 EACH 51,050.00) $5,250.00 EACH $500.00] $2,000.00 EACH S730,00) $750.00 REMOVE INTAKE EACH $750.00] $6.000.00 39__ [PATCHES, FULL DEPTH FINISH, BY COUNT EACH $3,250.00 Al PATCHES, FULL DEPTH FINISH, 8Y COUNT. sy $H2.30 $9,135.30 [41 __[sunoas, (parcnes; sy SUS.AN) $1,665.00 4 PAVEMENT, PCC, CLASS C, 3 OURABILITY 9 IN, THICK SAGAS. $131,027.55 ck lpavenent, PCC, CLASS C, 3 DURABILITY 6 IN. THICK 44 [PAveMent, BRICK/PAVER INLAY 45 BITUMINOUS BEDDING COURSE Mi |CURB ANO GUTTER, 36 IN, WIDE, 9 IN, THICK AT PAVEMENT, HMA, STANDARD TRAFFIC, SIN. THICK S34,20) aM |FULL DEPTH RECLAMATION. S335 Av ASPHALT STABILIZING AGENT (FOAMING) $1,703.95 '50__ [REMOVAL OF SIDEWALK $6.00] St REMOVAL OF DRIVEWAY 310,00] 9,810.00 32 REMOVAL OF CURB 1 $1,500.00] 1,500.00 53 REMOVAL OF PAVEMENT. LTR) 18.000 1,695.00 ss SIDEWALK, PCC, 4 IN. 1387.4] 4,00] $61,045.60 SS SIDEWALK, PCC, GIN, 930,58) $Y.000] $45,594,530 Sh I WALK WALL 25 $750.00) $18,750.00 ST WARNING 2X0} S350) $9, K00,00 DRIVEWAY, PAVED, PCC, 6 IN, 3% SAYS $36,095.; cE NULAR uM S35 $H50.0 7 $100.08) $700. 0] 53,000.08) $1,500.00 1 S3,00.00) $3,000.00 a TPeRMMETER SLOPE SEDIMENT CONTROL DEVICE 9 INCH 52.510 $750.00, Ul /PERIMETER+ SLOPE SEDIMENT CONTROL DEVICE 12 INCH 4.00) $1,200.00 45. REMOVE PERIMETER* SLOPE SEDIMENT CONTROL DEVICE 52.001 $1,200.00 GG [REVETMENT, CLASS D. of $15.00) $750.00 a EROSION STONE 5 $150.00) $750.00 GX __|SWreP MANAGEMENT 1 52,000,001 $2,000.00 69 |MOBILIZATION n 121,000.00] $121,000.00 70 | TRAFFIC CONTROL 1 511,790.10) $11,790.00 i RELOCATION OF MAILBOXES: 13) S125,00) 625,00 72 [REMOVAL OF SIGNS 2 50,08) ,050,00 rE} REMOVE AND REINSTALL SIGNS: S150,00) 050. 74__|TPEA sins $19.0 184, 18 STEEL POSTS FOR TYPE ASIGNS S12.80) S10,150. 76__|UGHT POLES iF $2,750,081 $33,000. 77__ [evectricat cincurts s12.80 $30,012. S700.081 $3,500.00 5116.28 $3,822.30 al SHEN $601.30 cy Tz] $600.00 $29,100.00 Las 3037.1 50 $9,092.75 cy $35.00 $4,892.65 CF 00 $930.00 XS __ [AGGREGATE SUBBASE Cr isco} 00 $3,720.00 Li JUNDERDRAIN, BASIN OUTLET RISER PIPE, DIA, WITH DOME GRATE EACH 7 SS00,00 $3,500.00 x7__ |MULCH, HAROWOOD CF $2.00 $930.00 wx [UTE FIBER MESH SF XG] S075 $1,395.00 KY _ [STEEL PIPE HANDRAIL LF EI ‘$50.00 $14,575.00 TOTAL OF THE BASE BID (Totul of Items 1-46): S1,R24,618.96 s : Col $0.00 s = - Is = coz $0.00 3 : . s - Coa 0.00) s - Is 3 CO4 30.00 s : - [s cos S0,00 Ss 2 rt Ss = COG s0.00 $s : : s : co7 0.00 § : - [s : CHANGE ORDER SUB-TOTAL s : 5 : I AMOUNT EARNED TOTAL RES SSS ST 50.00 BESS SS ET s - 9998 Materials Stored on-site 2o,0v0.00 | $20,000.00 20,000.00 | $20,000.00 9999 Materials Installed on-site (Deduct) s : -_|s : I MATERIALS SUB-TOTAL S_ 20,000.00 S_ 20,000.00 TOTAL i $20,000.00 S 20,000.00