K-8 - Pay Estimate 13 - Final - Roberts Ferry Road - Vieth Construction

bare: (3/29/2021 IDOT Auaitt oven: CITY OF TIFFIN PRoveor: STP-U-7662(612)-70-82 ROBERTS FERRY ROAD Proveara: HCH14218,6703 coltreacte VIRTH CONSTRUCTION CORPORATION, ITEM ‘CONTRACT BVI. | BRT ‘UISIIOU Frejact Audit unr | $S¢ QTY | ust OFY BiyParlea was MIWA "TOTAL: TO DATECE : Al owner tense ary TAMOUNT, ory. AMOUNT _| [CLEARING AND GRUBBING ACRE 037 900 8 : os [3 3,975.00 CLEARING AND GRUBBING unre | 4340.00) 465308 37D 1972.30 [ 315,778.40 EXCAVATION, CLASS 10, ROADWAY ANCY 425400) B87} F.018.68) 1,244.00 [$14,928.60 EXCAVATION, CLASS 10, WASTE ley 3963.00 633.0 8 5,697.00 3,963.00 | § TOPSOIL, STRIP, SALVAGE AND SPREAICY 35,667.60, 4002.50) S023 $_8,52081 {,002.s0 [$17,042.50 ISPECIAL COMPACTION OF SUBGRADE [STA 184 a36_ 528.00 yae4 | $7,062.00 MODIFED SUBBASE cy 3800.00) $238 248.64 1,800,62[$ 30,585.36 SHOULDER FINISHING, EARTH. STA 2430 2a $ : 2430 [$4,981.50 RESHAPING DITCHES STA L735! a0 8 - 175 [8 "5,075.00 IMACADAM STONE BASE. TON, 106.00) 900 $ 5 113.24 [$4,076.64 RELOCATION OF MAIL BOXES EACH, 40.00 9.008 jo.00 | $4,100.60) |CONCRETS PAVEMENT, CLASS C, CLASSY 3633.69) T7g08) S(0,580.78) 5,623.28 | $300,845.48 PCC PAVEMENT SAMPLES Ibs 1.00) 900 3 Loo }'$ 2,200.00 HOT MIX ASPHALT, DRIVEWAY sy 15450 20 $ = = {3 : REMOVAL OF SIGN EACH 21.66 002 8 : isons 1,558.06 |APRONS, CONCRETE, 48 INDIA BACH 120 oar 8 : Loo [$2,750.00 MANHOLE, SANITARY SEWER, SW-I01, [BACH t a0 8 = Loo [s _ 5,000.00 MANHOLE, STORM SEWER, SW-402__ [BACH 1.6 209 3 : 1.00 [37,000.00 MANHOLE, STORM SEWER, SWi403__ [BACHE 25a oa 8 2.00 [$19,600.00 INTAKE, SW-305 EACH 2.50) 2005 = 200 | $_ 9,260,00 INTAKE, $w-507 RACH 190} 2e0 8 ~ 100 | $4,550.00 INTAKE, SW-309 BACH. 11,001 980 8 : 1.00] § 66,000.00 INTAKE, SW-510 RACH 120] 9008 : v.00 [$7,500.00 24 [MANHOLE ADIUSTMENT, MINOR [BACH 200 e008 3.00 /'$§ 2,850.00 7.25 |INTAKE ADJUSTMENT, MAJOR EACH. 120) aor § = 1.00 | $2,750.00 26 |CONNECTION TO EXISTING MANHOLE [Eace i 208" 8 > 1,00 [$1,000.00 27 |SUBDRAIN, PERFORATED PLASTIC PPELF. 2503.00 9.008 = 2,284.00 [$25,695.00 28 |SUBDRAIN OUTLET, DRAI03 BACT 34.06) o28 8 5 28.00 | $ ~~ 6,300.00 29 STORM SEWER GRAVITY MAIN, TRENGLE. 276.06) 280 $ > 275.00 [$31,075.00 30 [STORM SEWER GRAVITY MAIN, TRENCLE 01.39) i200 3 400,00 595.47 | 8” 65,468.70 31 _"|STORM SEWER GRAVITY MAIN, TRENGLT 188.70) 3.00 § * 168.70 $22,095.70 32_"|STORM SEWER ORAVITY MAIN, TRENGLE Gi.00) $19,000.59) 49.00 [5 2,000.00 33__ [STORM SEWER GRAVITY MAIN, TRENGLE 90 8 * 113.00 | $28,250.00 34__ [REMOVE STORM SEWER PIPE Less THALT 267.00] 416.00) § (32000) 712.001 14,240.00 35__ [SANITARY SEWER GRAVITY MAIN, TRELF ay oo 8 - 340.00 [$23,500.00 36__|SANITARY SEWER SERVICE STUB, POLILE Bz 200 : 321,58 [$24,118.50 37 REMOVE SANITARY SEWER PIPELBSS [LF 326 ao § zi 256.00 [$4,628.00| 38__|REVETMENT, CLASSE TOW, 2008 a 39 oa.ge [$3,454.92 |REVETMENT, REMOVE AND REPLACE [CY 0.00 S : 250.00 [$3,500.00 ‘40 |EROSION STONE PEON 0008 : 48.091 $ 2,500.68 41 ]REMGVAL OF PAVEMENT sy 2a5_ 8 Thao 3,687.87 [$14,731.48 42 [REMOVAL OF INTAKES AND UTILIVY afBACH aang 8 = 4.00 | $1,940.00 14a [REMOVAL OF SIDEWALK SY ease) S907. 668.70 [$3,349.60 44 [SIDEWALK, P.C, CONCRETE, 4 IN SY 5 4 Thi 660.32 [$23,771.52 45 [SIDEWALK P.C, CONCRETE, 6 IN. sy 20day F384) 942,69 | $42,892.40 46 |DELFCTABLE WARNINGS st 805 3 165 108.00 [3 3,564.00 47 {ORIVEWAY, PC. CONCRETE, 6IN___ [SY i623 $ 211.50 4094.20 [$34,710.00 48 {REMOVAL OF PAVED DRIVEWAY [SY 1564 § 209.48 S078 | $3,785.46 49” TRENCE, CHAIN LINK, 42 IN. HEIGHT [LE aan $ ~ 100.00) $3,600.00 50 JOGHTING POLES. [BACH 960 $ 9.00 [824,570.00 51 [HLECTRICAL CIRCUITS fe 400 § = 1,466.50 [$19,944.40 $2” |HANDHOLES aND JUNCTION Boxes [BACH 0003 A &.00[$ — 5,600,00 33__ INSTALL TYPE A SIGN EACH 200 § : 3300 |$ 8,250.00 34 [PAINTED PAVEMENT MARKING, WATE{STA 200 8 31634 [8 8,958.18 33 [PAINTED SYMBOLS AND LEGENDS, WAEACH 2.08 8 12.00 1,440.00 56é__|PAVEMENT MARKINGS REMOVED _ [STA 000 8 5 3.701 $ 684.00 37“ [TRAPRIC CONTROL. Ls 200 § : 190 | 3 _~"5.240.00 “38 |MOBILIZATION Ls 620 § > 100 | $63,500.20) 59 |GABIONS OR MATTRESSES ley 200 3 : 75.00 | $35,625.00 60 [WATER MAIN, TRENCHED, POLY VINYULE 12s 3.00 $ : 1,142.00 [$57,100.00 61" |FITFINGS BY COUNT, DUCTILE IRON, SSACH 33 2008 : 2i00 | s7,330,00 62_ |WATER SERVICE STUB, COPPER, 1/4 INJBACR 1 900 S : n.00 [$19,860.00 65 |WATER SERVICE CORFORATION, COPPIBACH 1 2008 : 11.00 [$4,125.00 64 “WATER SERVICB CURB STOP AND BOX|EACH ue 209" 8 = 12,00 [$3,000.00 65_~|VALVe, GATE, DIP, 8 IN, BACH 5 300 § 2 5001s 23,400.00 66 [FIRE HYDRANT ASSEMBLY, WM201 [EACH 5 1.00) $ (6,000.60 5.00 | $30,000.00 67 (LUMP SUM'ITEM) REMOVAL OF WATILS t 35,200.20) 300 § - E00} S 5,800.00 68 [(TONS'ITEM) TEMPORARY SURFACINGTON 250.00) 390.001 3447 5 13068 235,92 [$35,436.80 69 |MULCHING lack 5.00) $775.00) Gigs 139.50) 200 [$1,550.00 70__ |SEBDING AND EERTILIZING (URBAN) [ACRE 06! $2,200.00) oa4 8 528.00 Tat [$2,662.00 71 [SLOPE PROTECTION, WOOD EXCELSIONSO 300.00 #500 20) 8 = -_|s : 72__|STABLLIZING CROP - SEEDING AND FERIACRE, 1.09} $1,300.00 o4ay § 546.00) ors 1027.00 73 [PERIMETER AND SLOPE SEDIMENT COfLF. 3500.08 SIRE 899 § - 3,346.00 [$5,855.50 74" [PERIMETER AND SLOPE SEDIMENT COILF 1900.28) ‘32.33 ong § = =~ 8 75__|REMOVAL OF PERIMETER AND SLOPE YL? 4506.50) 206 8 : 3346.00 | $1,673.00 76 [MOBILIZATIONS, BROSION CONTROL [EACH 4.00) 300 § > 6.00 [$3,000.00 7 (TREE, TRANSPLANTING BACH 3 EAST 9.00 f = 200|$ 1,160.00 TOTAL OF THE DASE BID (Tatal ofi SEAS 150-12 = '$1,388,000.72 Col Doe Express ~ Te ~ TS C02” [Sewer Epforation with Lworking day | LS 20513 100 [S 2,380.00 c03 Subgrade Treement PC EACH Bo 2.003 5,500.00 with 4 added working days av eaonant $ : 6,296.00 | $53,542.50 Cod Cold Weather Protection ay 4,950.80 | § 105 FLgs000 23048] $2,389.48, COS | Additional Traffie Control see them 57 | 48 og 500.00 $100.00 ia 600.00 1.00 | 8 600.00 COs ‘Add 3 Worldng Days Days BE? : $0.50 -_|s 5 CGF Price Adjustment to Ttem D120 oc meet ry) GEM ASE 3,008.45) 100] $ "_(,008.45) Price Adjustment to Item 0120 Toole soy £230.00) Too [s (336.00) ¥rice Adjustment to Trem 0570 Lael (3008) £500.00) Too [s (500.06) LD Liguidated Dainages [Bays BRGE | S008 aay 39.00 | $ (39,000.00) [CHANGE ORDER SUB-TOTAL 137333 [AMOUNT EARNI are 140957425 ae $__ 16,676.93 $16,676.93 s