K-2 - Pay Estimate 14 - Rathje Construction - Roundabout - Final

pate: April 13, 2022 “ity of Tiffin PROVECT: STP-A-(16-7(90)—22-52 Roundabout Project pRouecT# HFC#16218,206 CONTRACTO! Rathje Construction Co. LINE ITEM CONTRACT DIV.1BID | DIV.2 BID i Pay Period #14 I TOTAL TO DATE. NO. NO. ITEMS UNIT | QUANTITY | QUANTITY BID PRICE Qry AMOUNT Qry AMOUNT 10 2102-0425070 SPECIAL BACKFILL TON 2024.60) ~47.87| ~$789.86 1,904.86 [ $ 31,430.19 ma 2625001 EMBANKMENT-IN-PLACE, CONTRACTOR FURNISHED cy 12579. 00 125.00) $117,160.00 6224.00 354,460.00 12,704.00 | $ 111, 160.00 2- 27108 EXCAVATION, CLASS 10, ROADWAY AND BORROW Y 9231.66 456.00] 9687 . 66 $4.25] $41,172.56] 0.00) $0.00} 9,687.6 | $ 41,172.56 = 2710888 EXCAVATION, CLASS 10, UNSUITABLE OR UNSTABLE MATERIAL CY 383.00) 383.00 311.75 $4,500.25 00) 2544.70 29,900.23 8425015 TOPSOIL, STRIP, ALVAGE AND SPREA\ cy 474.00) 12441. 00 57.00} $87,087.00 00 $0.00] 12,441.00 7,087.00 0001100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID SY 766.40 2.00} $1,532.80] 00) $0.00] = - 2180800 MODIFIED SUBBASE cy 663. 20) 5782.69] $23.50 $135,891.10 ~33.05) ~S2, 186.68 5,782.60 135,891.10 pose =7425028 (GRANULAR SHOULDERS, TYPE B TON 363.10 319.50 $7,080.45 00) 9.00 497.74 9,705.93 5500060 PAVED SHOULDER, HOT MIX ASPHALT MIXTURE, 6 IN. SY 1072.60] $43.30] $47,087.14 00) 50,00] -_|[s = f PAVED SHOULDER, HOT MIX ASPHALT MIXTURE, 8 IN. sy 114.71 $20.65] $9,250.56 305.83] $24,665.19] 1,425.43 114,960.93 SHOULDER FINISHING, EARTH ST. .8 0.00) 0 32.80 PAVEMENT SCARIFICATION SY 22 0.00/ 8,496.00 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILI{SY 22 =94,79] =361 12,198.95 MED DOWELLED P.C. CONCRETE, 6 INCH 8.7 0.00 150.70 t MEDIAN, P.C. CONCRETE, 6 IN. sy 0.00) 441.10 160 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES ts 0,00 1.00 7 23@3-1041750 [HOT MIX ASPHALT HIGH TRAFFIC, BASE COURSE, 3/4 IN. MIX TON 00) 435.39 z 2303-1042750 HOT ASPHALT HIGH TRAFFIC, INTERMEDIATE COURSE, 3/4 IN. MIX TON .00 467.34 Ey 2303-1043500 [HOT ASPHALT HIGH TRAFFIC, SURFACE COURSE, 1/2 IN. MIX, NO SPECIAL FRICTION REQ|TON 3.00 $87.61 2x 2303-1258284 [ASPHALT BINDER, PG 58-28H, HIGH TRAFFIC 13 $658.73|| 74.63 19 23@3-6911000 HOT MIX ASPHALT PAVEMENT SAMPLES. Ls .00 $0.00] 1.00 2303-9893010 HOT ASPHALT, DRIVEWAY 5 1162. 69] .00 $0.00|| 1,162.60 2: 2304-0100000 DETOUR PAVEMENT SY =19,05| $895.35 1,201.35 2304-01010 TEMPORARY PAVEMENT SY 37.62 $2,106.72 3,025.15 25 2315- 8275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 14.09] 0.00} 00 15.07 2401- 6745650 REMOVAL OF EXISTING STRUCTURES [ts 0.00} 00) 1.00 7,500.00 73 401-6745765 REMOVAL OF LIGHT POLES [EACH 0.00) .00 | - - Zi 4 18801 WALS, AS PER PLAN Ls 0,00) 00 | 1.00 1,500.00 2 20015 715 IN. DIA. EACH .00 00 0 3,600.00 p32 0100038 » 30 IN. DIA EACH 09} 00 00 4,900.00 z 8102236 {ANCE CONCRETE, EQUIVALENT DIAMETER 36 IN. EACH 00} .00 00 3,150.00 B50 9102248 ANCE CONCRETE, EQUIVALENT DIAMETER 48 IN. EACH 09] 00 00 13,800.00 1165018 “ONCRETE ENTRANCE PIPE, 18 IN. - 00} 1.00 60.00 4,200.00, ai =1 65024 ETE ENTRANCE PIPE, 24 IN. DIA. 00} 0.00] | 40.00 3,440.00 E ETE ENTRANCE PIPE, 36 IN 00} 0,00] 68.00 10,830.00 ICE CONCRETE ROADWAY PIPE, EQUIVALENT DIAMETER 48 IN 09} 50.00] 36.0 13,680.00 2. DIA. (cH 00 0.00} = = 25 CULVERT, CORRGATED ner ENTRANGE EI 3@ IN. DIA. LF 00] .00 = 398 .00 .00] | 1.00 ris MANHOLE, TR — SW- a 5 oi EACH 0,00] 1,00 | .00 41 MANHOLE, STORM SEWER, SW-401, 72 IN EACH 0,00) 00 00 2 MANHOLE, STORM SEWER, SW-401, 96 IN EACH 0.00) .00 00 pasa EACH 0.00 $0.00]| 00 EACH 0.00] 00 00 5 [2 EACH ,00 3.00 00 460 i EACH ,00 50.00) 00 z SUBDRAIN, LONGITUDINAL, (SHOULDER) 6 IN. DIA LF 00) 00) 4,852.00 R= 303 EACH .00 .00 10.00 pase TLET, DR-306 EACH 00) 00 15.00 2 2503-011421. TORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 20000 (CLASS IJLF 00) $0.00) 381.00 an 2503-011421 TORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2@0@D (CLASS T 00) $0.00 110.00 2 114224 TORM SEWER AIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 200@D (CLASS I]LI 00) $0.00 65.00 30 )[STORM SEWER AIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 20@@D (CLASS I 00) $0.00) 93.00 540. TORM SEWER AIN, TRENCHED, 20@0D LOW CLEARANCE CONCRETE PIPE, EQUIVALENT 00) 0.00 176.00 TORM SEWER JAIN, TRENCHED, 20@0D LOW CLEARANCE CONCRETE PIPE, EQUIVALENT LI 00) 0.00 320. 53 REMOVE STORM S PE LESS THAN OR EQUAL TO 36 IN 00) 0.00) 114. B70 SANITARY SEWER GRAVITY MAIN, TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 12 IN. U .00 50,00) 118. 80 REMOVE SANITARY SEWER PIPE LESS THAN OR EQUAL TO 36 IN. .00 $0.00) 160. = FLOWABLE MORTAR .00 50.00) 45, ENGINEERING FABRIC 5 00 50,00) 747 10. REVETNENT, CLASS E TON 78.58 106.27 $5,313.50|| 1257 mi REMOVAL OF PAVEMENT By 12323.90 798.77| $5,032.25) 12.975 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 00) 0.00 3.00 2511-0302600 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 6 IN. SY 145.49] 00) $0.00 145. 2511-75 26006 SIDEWALK, P.C. CONCRETE, 6 IN. Y 00 00 173. 2511-7528101 DETECTABLE WARNINGS F .00 $0.00]| 160.00 79 2518-6910000 SAFETY CLOSURE ACH 00 0 14.00 580 2519-4200140 REMOVAL OF FENCE, FIELD F 00 00) 445.0 psa 2524-67 65010 REMOVE AND REINSTALL Bal AS PER PLAN ACH 00) 00) m0 2524-6765110 REMOVAL OF TYPEA SIGi ACH 00) 50.00 00 738 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS F 22.00) $220.00 429.00 pre [2524-9325001 TYPE A SIGNS, SHEET ALUMINUM 23.80) $428.40 386.00 2526- 8285000 [CONSTRUCTION SURVEY 00] 00) 1.00 740 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT-BASED 18) 00) 372.05 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE 10.56 $792.00) 218.13 78 2527-92631 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS 00) 00 $3.29 ai 2527-926314 PAINTED SYMBOLS AND LEGENDS, DURABLE 00) 00 22.00 | § oi 2527-92631 PAVEMENT MARKINGS REMOVED. 00) 00) 173.18 [2528-84451 TRAFFIC CONTROL 00) 00 1.00 z 2528-8445113 | FLAGGERS .00) 00 61.50 29,520.01 a 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN (PDMS) 00] 00 16.00 1,600.01 2 2529-5870110 PATCHES, FULL-DEPTH FINISH, BY AREA .00 .00) 271.56 65,1744 2529-5070120 PATCHES, FULL-DEPTH FINISH, BY COUNT .00 $750.00] 8.00 000.00| 7 2533-4980005 MOBILIZATION Cy 000. 00) 50,00) 1.00 255,000.00 | ma 2552-0000300 TRENCH COMPACTION TESTING {ts 1.00] e0] $4,500.00} .00 50.00) - 5 2554-0114012 WATER MAIN, TRENCHED, POLYVINYL CHLORIDE PIPE (PVC),12 IN. [LF 518.00] 518.20] $45.00 . ) 318.00 | s 23,310.01 2554-0144012 WATER MAIN WITH CASING PIPE, TRENCHLESS, POLYVINYL Sane PIPE (PVC), 12 IN. LF 160.20] 160.22) $420.00 $67,200.00 00) $0.00 160.00 67,200.01 2554-0202200 FITTINGS BY COUNT, ila IRON, _12-INCH DIA. EACH 11,20] 11.29] $650.00} 57, 150,00 00) $1,950.00) 19.00 12,350.01 2554-0207012 VALVE, GATE, DIP, 12I EACH 00 20 $3,150.00} $15,750.00 00) 00) 00 15,750.01 2554-0210201 [FIRE HYDRANT TeseAEys | EACH 20 20 36,000.00} $18,000.00 .00 $0.00) m 18, 0000.01 x 2555-0000010 ELIVER AND STOCKPILE SaURGED MATERIALS us 20] 09) $1,000.00} 000.00 00 .00 0 000.0 og 2599-9999005 "EACH ITEM) INTERNAL DROP CONNECTION, SANITARY SEWER EACH 22 ee] __$1,250.00 $1,250.00) 00] $0.00) 500.01 2599-9999005 "EACH" ITEM) SUBDRAIN CLEANOUT [EACH ER) I $700.00] 300,00 ,00 00} 5300.00 pase 999089 "LINEAR FEET’ ITEM) REMOVE AND REINSTALL STEEL BEAM GUARDRAIL iG 72.79 | 72.70} 5.00] 36,179.50|| ,00 $0.00 56, 999009 _ |( LINEAR FEET’ ITEM) Soe SEWER, GRAVUTY MAIN, TRENCHED, RESTRAINED JOINT,C-904LF 160. 20| 160.08 $185.00] $29,600.00) 00 $0.00) 160.00 29,6000 Bi easaeeeele [CUumP sum’ ITEM) LIGH U 1.00] 100| ___ $93,148.45 $93,148.45 .00 00 1.00 93,148.45 nse 999810 (‘LUMP SUM’ ITEM) aOF WATERMAIN AND APPURTENANCE: L 08 $1,000.00 1,000.00 1.00} $0.00) 1.00 2 3557 9999620 _|( TONS’ ITEM) SUBGRADE STABILIZATION, CLASS A ROADSTONE Ti 241.49] $25.00 6,035.00 ,00 00) & = 2599-9999020 (CTONS* ITEM) SUBGRADE STABILIZATION, MACADAM STONE T 448.30 330,00 313,449.00 00] 50,00] = jz 1000 2601- 263410 MULCHING ACRE zy) $495.00 405.50 50 $247.50] 3.04 3,979.30 | 1010 63410 MULCHING, BONDED FIBER MATRIX ACRE 49 $2,355.00] $10,362.00) 39 $918.45 63 f 63604: SEEDING AND FERTILIZING (RURAL) ACRE 39 $995.00 482.50] .00 .00 64 2601- 2636044 SEEDING AND FERTILIZING (URBAN) ACRE 39 31,950.00} 755.00] ; 50 00 SPECIAL DITCH CONTROL, WOOD EXCELSIOR MAT 59 63.20 313.50 50] 00 00 STABILIZING CROP - SEEDING AND FERTILIZING ACRE 298] $325.00) ¥ 04 SILT FENCE U 2706 .30| 1.50] 7) 00 SILT FENCE FOR DITCH CHECKS L 302.09 1.60] 00 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS L 1504. 29] $0.15] 00 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK U 300. 89) 0. PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. iF 3503.00] 1.70 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE uF 3503. 00] 0.35 [1320 MOBILIZATIONS, EROSION CONTROL EACH 5.20] $500.00) [1130 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH TOTAL [Temporary Barrier Rail, Concrete 2,000 00 $ Value Engineering Proposal Ls 100 $ 3 APRONS, CONCRETE, 18 IN. DIA. (CO-04) Each $ $ SURFACE PATCH (CO-05) 8 1.00 § 20,018.90 Regrading Ditch Ls $ Loo] $ 4,253.33 1.00 [5 4,253.33 8006 2317-7000110 __[Noncopliance Smoothness LS 1.00 100s (906 00) (900 00) Loo] § (900.00) 1.005 (900.00) : 6200-5000071__|Macro Texture Groove Depth LS 100 100] (1.62630) (1.626 30) Loo] $ (1.626 30)| 1.00 | $ 1,626 30)] 8008 2301-7000110 [PCC Thickness Incentive Ls 100 100] S$ 23,788 39) 23,788.39 Loa] s 23,788 39 1.00 | $ 23,788 39 8009 6200-11 08010 [Liguidated Damage: Days 7.00 7.00] $8 (1,500 00) (10,500 00)| 7.00] $ (10,500.00) 7.00 | $ (10,560.60) $ Materials Stored on-site (Add) Materials Installed on-site (Deduct) [Ss tos.sonsz {fd _3.299,925.05 |