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314503 07/31/2017 Q CITY OF CARMEL, INDIANA VENDOR: T0002120 ONE CIVIC SQUARE E& B PAVING INC CHECKAMOUNT: S***301,673.61* CARMEL, INDIANA 46032 12600 STATE ROAD 38 E CHECK NUMBER: 314503 NOBLESVILLE IN 46060 CHECK DATE: 07/31/17 DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION 202 4350200 100387 1 239,275.94 STREET PAVING 211 4350900 22 62,397.67 OTHER CONT SERVICES n ' 2 - m < « § \ \ 3 E k ® k ? io w w # 2 r 0 co k n § ° ^ n / k m 0 n e 2 a ' 0m Q R 2 ƒ z 2 0 Z 0 w 0 i m m O / $ / \ « =3 -n@ ? % / I CD 4 m & � , ± -n / q 3 § § } \ 2 6 # CL z e 3 _\ 2§ > - O CD _ m § _ # a \ § \ 2 - / \ § e £ n - f i 2 % i / E - o m / § ca ƒ \ v ± 7 } m R « 3 k 3n § } 2 $ + - Cfo 7 § 0 c $ \ G a \ \ 0 C \ / m 2 C \ § k = :3@ m = 5 o \ \ : } 0 7 » a ƒ § CD 2 o / [/ $ qo a \ OL/ \ \ j m \ } M. mg = /$ 0 7 D \ � » P \ g nK c � @ CD 0� O 0 i} k m 2 \ k C o ) / ^ D Z / CD � �%� / e 2 � O � , E k )�CPCD \ _ D m §�__ / / m > 03 CD m \ 2 0 \ n § / j E / c O ƒ + a z E ] $ 5 @ \ CD E k / k 0 BCL Cl) 2 k kCD M u } CD 0 2 @ P \ # \ / k OL $ > D 2 7 C § 2 ® \ n (-) v111 A A A w w w w N N m o, O N A O A W H o Ot H O W 00 V (1 A N N O tD V 0) Ln A W N H N O K to A ei � c M tD iy v ac aa cr a x 0 0 is X - O 00 0 A O , A °'- = a N A °. w 3 D W W m Zn-4 c N a '- J D' Z N N K T C r T N -< to N (CTi ir" p T lin -1 -1 a s s z � nvxA air- z � < `dx O OO Lnx � O �+ w =17 O mn> -1 = �{ m O = x 7C - r r Zm C) -0 > n v a 7' N p w 5:� A m T S n O W m m T m v O v Q C o, m m m N 'n >4 n v A S rn : O v to A -i O m m m T W to �-+ O N O c A D x m v Z = -q D O O 00 p � 0 0 C n A o N v o' z Gl Z D = z m O m �' Z 0 m T T D o A G) D D Ln ¢o T T O fl n j S O A O m A N x A M $ z m M 0 C�1 m �, rn x x cnm 7K 0' r 6 Z a -� N Zm m m GI �Z o -i W r- c Ln v w O O rn :E61 m a Z rn � A � rn c m n �o m wz c bT z v D � m m v LDit = m H A N N Q O Q n N N A N 0 N a% W N O r d d Q O O N N to Qt O A t0 0 tW0 tdit tmlt Oo O to V N O r N .�_►, •_+ N O ul r d to A LM m ._. d W N rani N n w n p T li 0 Ti 'n Ti D T D Ln D D Tt 'n D 'n Ln T1 Tt D -C p 0 0 0 if 7 O O A Z N Z Z Z - : m n r ,ti in to to to v+ to V. to to vt to io to to V. to to to to V. to to N to to A trn J! 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E n \ § c m B ; & _ �_ 0 \ 0 2 $ & ; i a 7 & E \ \ / / \ 7 2 CDN CD &e ( � / m — ƒ _0 E Z \ Q _ a CL f \ \ ) ) \ 0 - 0n # _ ƒ CD � CD / / > \ w » P / t RK -n $ a M 0 03 82 to zg w ] Q q ƒ2 ~ ° m ƒ k k C \ 0 0) D CD & Z ?ro _ E %k \ / } C, ƒ f 2 T , \_i i / \ §o \ ) _ E J3 a / \ CD\ 2 CD r 0 / y M 0 / k / j E CD c a r O ƒ / k % ) / \ 0 C a § A % E Cl) 2 / B CL 0 2 / M -n § m g \ § (D m ] a 0 C e \ \ § $ K m ; / k } 4 ® \ CONSTRUCTION PROJECT INVOICE DATE: March 15, 2017 COMPANY NAME: E&B Paving, Inc./Gradex, Inc. JV AND ADDRESS 17042 Middletown Avenue Noblesville,Indiana 46060 12900 N. Meridian Street, Ste. 120 Carmel, Indiana 46032 TELEPHONE NO.: (317)-773-4132 FAX NO.: (317)-773-4137 PROJECT NAME: Illinois Street Extension— City of Carmel Project#10-10. PROJECT NO.: 10-10 INVOICE NO.: 22 Construction pay items as per Progress Pay Estimates No. 22 as shown on the attached invoice for work completed between the dates of June 1, 2016 to March 10, 2017 TOTAL PAY THIS ESTIMATE: $213,193.62 RELEASE OF RETAINAGE: (+) $ 67.766.96 TOTAL NOW DUE: $280,960.68 �an.Ttc� y Submitted by CrossRoad Engineers, PC � ► .�.� Lance A Stahleft*aNy'�`�Ce"c'" �� SI�Yey,o=Crosslbed N�gineert,ou.oE/5. 1.- Y 5M1959-WW Project Representative - signed name Date Lance Stahle � Project Representative- printed name CA g 153 733. -Jq 3 F'(NArL 211— '-1350100 i ' CITY OF CARMEL i CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 22 For work done during the period of. through 2/28/17 Item _ ' DOlCrIpU0f1 r �� � QUtntigffyhis �xOhI:QWCItlIy LINt Total Pay " y r No w N.h s � r tD Dats Price thl�tstlmab a 'r 4 . .f, `TzA gb 3r SP .. i� s j .p Xu.„ `V --+ �;:,• 1 CONSTRUCTION ENGINEERING 0.00 LS 1.00 LS $75000.0 00 $75,000.00 2 MOBILIZATION AND DEMOBILIZATION 0.00 LS 1.00 LS $273,570.00 .00 $273.570.00 3 CLEARING RIGHT OF WAY 0.00 LS 1.DO IS $75.000.00 :0.00 $75,000.00 4 PAVEMENT REMOVAL 0.00 SYS 43.98 SYS $10.00 $0.00 $439.80 5 PAVED SIDE DITCH REMOVE 0.00 LFT 96.00 LFT $8.00 $0.001 $768.00 6 CURB,CONCRETE REMOVE 0.00 LFT 0.00 LFT $5.00 $0.00 $0.00 7 CURB AND GUTTER,REMOVE 0.00 LFT 7241.00 LFT $4.50 $0.00 $32,584.50 8 INLET REMOVE 0.00 EA 16.00 EA $415.00 $0.00 $6,640.00 9 GUARDRAIL END TREATMENT,REMOVE 0.00 EA 0.00 EA $250.00 $0.00 $0.00 10 MAILBOX ASSEMBLT,REMOVE 0.00 EA 0.00 EA $300.00 $0.00 $0.00 11 LIGHT STANDARD AND FOUNDATION REMOVE 0.00 EA 13.00 EA $300.00 $0.00 $3.900.00 12 PIPL REMOVE 0.00 LPT 1396.60 LFT $16.50 $0.00 $23,043.90 13 EXCAVATION,COMMON 0.00 CYS 4472230 CYS $7.15 $0.00 $319,764.45 14 IBORROW 0.00 CYS 5504.00 CYS $1.00 $0.00 $5,504.00 15 TEMPORARY EROSION&SEDIMENT CONTROL CURB INLET PROTECTION 0.00 EA 40.00 EA $85.00 $0.00 $3,400.00 16 TEMPORARY CHECK DAM REVETMENT RIPRAP 0.00 TON 308.01 TON $2650 $0.00 $816227 17 TEMPORARY DITCH INLET PROTECTION 0.00 EA 1.00 EA $85.00 $0.00 $85.00 18 TEMPORARY MULCHING 0.00 TON 20.64 TON $700.00 $0.00 $14,448.00 19 TEMPORARY SEDIMENT TRAP 0.00 TON 60.28 TON $2650 $0.00 $1597.42 20 TEMPORARY SILT FENCE 0.00 LFT 6383.90 LFT $1.25 $0.00 $7,979.88 21 NO 2 STONE 0.00 TON 707.84 TON $17.25 $0.00 $12,210.24 22 SUBGRADE TREATMENT,TYPE IA 0.00 SYS 26438.81 SYS $6.25 $0.00 $165 24256 23 SUBGRADE TREATMENT.TYPE IIIA_ 0.00 SYS 2466.33 SYS $6.10 $0.00 $15044.61 24 STORMWATER QUALITY STRUCTUR 1.0 CFS 0.001 EA 2.00 EA $19100.00 $0.00 $38,200W 25 STORMWATER QUALITYSTRUCWR 1.6 CFS 0.00 EA 1.00 EA $25150.00 $0.00 $25150.00 26 STORMWATER QUALITY STRUC`rURK 3.0 CFS 0.00 EA 1.00 EA $39 250.00 $0.00 $39,260.00 27 STRUCTURAL BACKFILI,TYPE 1 0.00 CYS 4402.95 CYS $21.15 $0.00 $9312239 28 STRUCTURAL BACKFILL,TYPE 0.00 CYS 4094.63 CYS $27.15 $0.00 $111169.20 29 CHEMICAL MODIFICATION SOILS 0.00 SYS 1906.10 SYS $5.45 $0.00 $10,388.26 30 COMPACTED AGGREGATE,NO.S3,BASE 0.00 TON 1835.98 TON $20.00 $0.00 $36719.60 31 COARSE AGGREGATE,NO 8 0.001 TON 0.00 TON $40.00 $0.00 $0.00 32 COMPACTED AGGREGATK NO.53, 0.001 TON 93.19 TON $30.00 $0.00 $2,795.70 33 MILLING ASPHALT,12/2 IN 0.00 SYS 153.34 SYS $12.50 $0.00 $1,916.75 IM A 0.00 0.00 $0.00 $0.00 35 HMA.INTERMEDIATE,TYPE C OG 19.0 MM 0.00 TON 800.81 TON $49.00 60.00 $39.239.69 36 HMASURFACETYPEA 0.00 TON 338.16 TON $86.00 60.00 $29,081.76 37 HMA SURFACE,TYPE C 0.00 TON 1646.05 TON $78.00 $0.00 $128,391.90 38 HMA INTERMEDIATE,TYPE 0.00 TON 822.09 TON $59.00 $0.00 $48,503.31 39 HMA INTERMEDIATZ TYPE C 0.00 TON 3007.85 TON $53.00 $0.00 $159,416.05 40 HMA BASE TYPE C 0.00 TON 8593.91 TON $52.00 $0.00 $446,883.32 41 HMA FOR APPROACHES TYPE B 0.00 TON 698.39 TON $75.00 $0.00 $52.370.25 42 ASPHALT FOR TACK COAT 0.00 TON 9.14 TON $1.00 $0.00 $9.14 43 ICONCRETE PAVEMENT TRUCK APRON 7' 0.00 SYS 788.59 SYS $47.52 $0.00 $37,473.80 44 GUARDRAIL,REMOVE 0.00 LFT 0.00 LFT $5.00 $0.00 $0.00 45 GUARDRAIL,END TREATMENT OS 0.00 EA 0.00 EA S3,000.001 $0.00 $0.00 46 GUARDRAI WBEAM 6 FT 3 IN SPACING 0.00 LFT 0.00 LFT $30.00 $0.00 $0.00 47 CURB CONCRETE STRAIGHT 0.00 LFT 501.00 LFT $14.00 $0.00 $7,014. 46 CURB RAMP.CONCRETE C 0.00 SYS 176.40 SYS $117.00 $0.00 $20,638.80 49 CURB RAMP CONCRETE,L 0.00 SYS 106.25 SYS $106.00 $0.001 $11,262-50 SO HANDRAIL PEDESTRIAN 0.00 LFT 328.00 LFT $145.0 $$0.00 $47,560.00 51 CURB AND GUTTER,TYPE II 0.00 LFT 7483.85 LFT $12.00 $0.00 $89.806.20 52 CURB AND GUTTER,TYPE 111 0.00 LFT 5814.70 LFT $12.00 $0.00 $69,776.40 53 CURB MODIFIED ROLL 0.00 LFT 670.00 LFT $16.00 $0.00 $10,720.00 54 PCCP FOR APPROACH 91N. 0.00 S 345.44 S $45.00 $0.00 $15,544.801 55 MAILBOX ASSEMBLY SINGLE 0.00 EA 1.00 EA $200.00 $0.00 $200.00 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 22 For work done during the period of: through 2rAM7 Item DeWpoon .IwantJty this:-; latel(biw ly Unit TOW Pay TQRaI Pay No Estlmab to Dpte Me ;.this Esdmab a -0o,l>� S6 GEOTEXTILES 0.00 SYS 3211.22 SYS $1.12 10.00 $3.696.57 S7 RIPRAP REVETMENT 0.00 TON 1284.03 TON $21.00 $0.00 $26.964.63 S8 SCREENING WALL 0.00 LS 1.09 LS $142150.00 $0.00 $154,577.09 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 6.00 EA 10.00 EA $200.00 $1 200.00 $2 000.00 60 EROSION CONTROL BLANKET 5613.56 SYS 20016.00 SYS $1.17 66 460.87 $23,418.72 61 SEED MIXTURE,T 0.001 LBS 0.001 LBS $1.3S $0.00 $0.00 62 MULCHING MATERIAL 0.00 TON 4.34 TON $400.00 $0.00 $1,736.00 63 WATER 0.00Kgal 0.00 Kul 1 $1.00 $0.00 $0.00 64 TOPSOIL 0.00 CYS 0.00 CYS $1.00 $0.DO $0.00 65 SODDING,NURSERY 2017.18 SYS 3419.00 SYS $3.10 $6,253.26 $10 598.90 66 IRRIGATION CONDUIT PVC,41N. 0.00 LFT 976.50 LFT $11.40 $0.00 $11,132.10 67 FIELD OFFICE,C 0.00 MOS 20.00 MOS $1500.00 $0.00 $30,000.00 68 STRUCTURE,REINFORCED CONCRETE BOX SECTIONS 9 FT X 3 FT 0.00 LFT 150.00 LFT $497.35 $0.00 $74,602.50 69 PIP REINFORCED CONCRETE,CIRCULAR 121N 0.00 LFT 2255.20 LFT $33.25 $0.00 i74 985.40 70 PIP REIN RCED CONCRETE,CIRCULAR.15 IN 0.00 LFT 657.30 LFT $36.00 $0.00 $23662.80 71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN 0.00 LFT 1567.75 LFT $39.00 $0.00 $61.142.26 72 PIPE,REINFORCED CONCRETE,CIRCULAR.241N 0.00 LFT 423.50 LFT $51.00 $0.00 $21,698.50 73 PIPE,REINFORCED CONCRETE,CIRCULAR.301N 0.00 LFT 74.00 LFT $76.00 $0.00 $5,624.00 74 PIPE,REINFORCED CONCRETE,CIRCULAR,361N 0.00 LFT 196.80 LFT $87.00 $0.00 $17121.60 7S PIPE,REINFORCED CONCRETE,CIRCULAR S4 IN 0.00 LFT 167.00 LFT $138.00 $0.00 $23,04600 76 PIPE,REINFORCED CONCRETE,CIRCULAR 601N 0.00 LFT 14.00 LFT $191.00 $0.00 $2,674.00 77 IVIDEO INSPECTION FOR PIPE 0.00 LFT 0.00 LFT $1.20 $0.00 $0.00 78 PIPE,TYPE 4 CIRCULAR 61N 0.00 LFT 5676.50 LFT S5.20M$0.00 $29,517.80 79 AGGREGATE FOR UNDERDRAINS 0.00 CYS 487.85 CYS $32.00 $15.611.20 80 VIDEO INSPECTION FOR UNDERDRAINS 0.00 LFT 0.00 LFT $0.95 $0.00 81 GEOTEXTILES FOR UNDERDRAIN 0.00 SYS 4119.31 SYS $1.00 $4119.31 82 INLET,CAP 0.00 EA 0.00 EA $460.00 $0.00 83 INLET E7 0.00 EA 1.00 EA $1275.00 $1,276.00 84 INLET,F7 0.00 EA 1.00 EA $1300.00 $1300.00 85 INLET 10 0.00 EA 20.00 EA $1600.00 10.00 $32,000.00 86 INLET M10 0.00 EA 8.00 EA $1600.00 1 .00 $12800.00 87 CATCH BASIN E7 0.00 EA 1.00 EA $11500.00 .001 $1,500.00 88 CATCH BASIN K30 0.00 EA 15.00 EA $1,700.00 $0.00 $25.500.00 99 PIPE CATCH BASIN 181N 0.00 EA 0.00 EA $1300.00 $0.00 90 MANHOLE,C4 0.00 EA 27.00 EA $1800.00 $0.00 $48,600.00 91 MANHOLE.L4 0.00 EA 1.00 EA 55 900.00 $0.00 $6 900.00 92 MANHOLE,14 0.00 EA 7.00 EA $Z 900.00 $0.00 $20100.00 93 CATCH BASIN M10 0.00 EA 15.00 EA $1900.00 $0.00 $28 500.00 94 STRUCTURE,REINFORCED CONCRETE THREE- SIDED SECTIONS 2401N X 721N 0.00 LFT 244.00 LFT 52 029.50 .00 $495,198.00 95 ISANITARY STRUCTURES ADJUST TO GRADE 0.00 EA 6.00 EA $920.00 $0.00 $5.520.00 96 PUMP-AROUND 0.85 EA 2.85 EA $12,000.00 $10,200.00 $34,200.00 97 ROAD CLOSURE SIGN ASSEMBLY 0.00 EA 25.00 EA $270.00 $0.00 $6,750.00, 98 DETOUR ROUTE MARKER ASSEMBLY 0.00 EA 30.00 EA $100.00 $0.00 $3,000.00 99 CONSTRUCTION SIGN A 0.00 EA 25.00 EA $200.00 $0.00 $500000 100 MAINTAINING TRAFFIC 0.15 IS 1.00 LS $23.866.61 $3,M.99 $23 866.61 101 BARRICADE,1116 0.00 LFT 320.00 LFT $10.00 $0.00S3 200.00 302 DECORATIVE STREET SIGN ASSEMBLY 0.00 EA 10.00 EA $1425.00 $0.00 $14 250.00 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 , PROGRESS PAY ESTIMATE NO. 22 For work done during the period of: through 2/2&M7 Item Dsuxlpibn Quantity this Total-Quantlty Unft Total Pay Totaipm No. ate to Date Prlae this ftflmab i; to, SIGN POST,SQUARE,TYPE 1,REINFORCED 103 ANCHOR BASE 0.00 LFT 265.60 LFT $11.00 $0.00 $2,921.60 104 ISIGN,SHEET WITH LEGEND 0.080"THICKNESS 0.00 SFT 1 220.75 SFT $14.00 1 $0.00 $3,090.50 105 SIGN SHEET WITH LEGEND 0.100'THICKNESS 0.00 SFT 214.25 SFT $15.00 $0.00 $3,213.75 106 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION 0.00 EA 21.00 EA $8,875.0 $0.00 $186 375.00 107 CABLE INTERDUCT 0.00 LFT 3165.00 LFT $9.50 $0.00 $30,067.50 108 LIGHTING POWER DISTRIBUTION PANEL 0.00 EA 2.00 EA $5,200.00 $0.00 $10,400.00 109 IHANDHOLE,LIGHTING 0.00 EA 16.00 EA $600.00 $0.00 $9,6 .00 110 ICONDUIT,STEEL,GALVANIZED 2 IN 0.00 LFT 627.00 LFT $10.50 $0.00 $6,583.50 111 WIRE'NO 6 COPPER IN PLASTIC DUCT,IN CONDUIT 41 C 0.00 LFT 487.00 LFT $7.25 $0.00 $3,530.75 112 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH, 41/C 0.00 LFT 3344.00 LFT $7.25 $0.00 $24,244.00 113 HANDHOLE 0.00 EA 11.00 EA $850.00 $0.00 $9.350.00 114 TRANSVERSE MARKING,THERMOPLASTIC 'SHARKS TEETH' 0.00 LFT 99.00 LFT $5.00 $0.00 $495.00 115 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3 FT STRIPE-3 FT GAP 0.00 LFT 216.00 LFT $2.00 $0.00 $432.00 116 LINE,THERMOPLASTIC,BROKEN,WHITE,61N,3 FT STRIPE-3 FT GAP 0.00 LFT 126.00 LFT $1.00 $0.00 $126.00 PAVEMENT MESSAGE MARKING, 117 THERMOPLASTIC,FISHHOOK LANE INDICATION ARROW 0.00 EA 22.00 EA $80.00 $0.00 $1760.00 118 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK WHITE 24' 0.00 LFT 1238.00 LFT $6.00 $0.00 $7,428.00 119 LINE,THERMOPLASTIC,BROKEN,WHITE 41N 0.00 LFT 2432.00 LFT $0.60 $0.00 $1459.20 120 LINE,THERMOPLASTIC,SOLID W ITE,41N. 0.00 LFT 3602.60 LFT $0.50 $0.00 $1,801.30 121 LINE,THERMOPLASTIC,SOLID YELLOW 41N 0.00 LFT 4546.00 LFT $0.60 $0.00 $2727.60 122 PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION ARROW 0.00 EA 29.00 EA $SO.00 $0.00 $1450.00 123 SNOWPLOWABLE RAISED PAVEMENT MARKER 0.00 EA 4.00 EA $200.00 $0.00 $800.00 124 GENERAL CONDITIONS R41.84 LS 1.00 IS $5,000.00 $S 000.00 $5.000.0 125 IMPORTED FILL CYS 0.00 CYS $6.65 $0.00 $0.00 126 GRADING CYS 9759.00 CYS $6.50 $0.00 $63,433.50 127 ASPHALT SURFACE COURSE TON 99.03 TON $87.63 $0.00 $8,678.00 1128 ASPHALT INTERMEDIATE COURSE TON 298.77 TON $69.60 $0.00 $20,794.39 129 N53 CRUSHED LIMESTONE TON 465.72 TON $20.00 $0.00 $9,314.40 130 36'RCP STORMWATER PIPE LFT 256.00 LFT $80.00 $0.00 $20,480.00 131 CONCRETE END SECTION EA 6.00 EA $1.410.00 $0.00 $8,460.00 132 6 FOOT PRECAST WALL SYSTEM LFT 1973.00 LFT $143.00 $0.00 $282139.00 133 8 FOOT PRECAST WALL SYSTEM LFT 0.00 LFT $197.43 $0.00 $0.00 134 SEGMENTAL BLOCK WALL FF 601.10 FF $35.00 1464.40 $21 038.50 135 IRRIGATION SYSTEM LS 1.02 LS $97 500.00 $55 575.00 $99 450.00 136 OVERSIZED COBBLE STONE CYS 70.00 CYS 5100.00 5 701.00 $7 000.00 137 LARGE MERAMEC STONE CYS 101.23 CYS $90.00 $6,50.90 $9110.70 138 STONE BARK 36.31 M 59.09 CYS $130.00 $4,720.30, $7681.7 139 RIP RAP 0.00 CYS 80.33 CYS $61.00 $0.00 $4,900.13, 140 MESIC PRAIRIE MIX 0.00 AC 0.00 AC $3,820.00 $0.00 $0.00 141 LOW STATURE PRAIRE MIX 1.65 AC 2.55 AC $3 355.00 $4,890.25 $8,045.25 142 YARROW SEED 0.11 AC 1.00 AC $1960.00 $215.60 $1.960.00 143 CREEPING RED FESCUE 8585.00 SFT 13435.00 SFT $0.10 $358.50 $1.343.50 144 TURFSEED 15959.70 SFT 383261.00 SFT $0.10 $1,595.97 $38,326.10 145 GINKGO MALE 3.00 EA 23.00 EA $400.00 $11.2-0 $9 200.00 146 SWAMP WHITE OAK 0.00 EA 12.00 EA $360.00 00 $4 320.00 147 RED OAK 0.00 EA 31.00 EA $330.00 20.00 $10,230.00 148 IDOWNY SERVICEBERRY 4.00 EA 51.00 EA $160.00 $540.00 $8160.00 149 IKOUSA DOGWOOD 0.001 EA 47.00 EA 1 $190.00 1 $0.00 $8,930.00 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 22 For work done during the period of: through 2=17 Item Deaa"M Quantity this. Total 4usntitlr UnR ToW pW TpW s? No Estlmab to Date: Prim this t-stimab 10 17 i ISO EASTERN REDBUD 0.00 EA 50.00 EA $165.00 $0.00 $8,250.00 151 KWANZAN CHERRY 1&00 EA 93.00 EA $165.00 $2,640.00 $15,345.00 1S2 WHITE PINE 0.00 EA 0.00 EA $185.00 $0.00 $0.00 153 BLACK CHOKEBERRY 3.00 EA 39.00 EA $45.00 $136.00 $1,755.00 iS4 KARL FOERSTER REED GRASS 316.00 EA 703.00 EA $23.00 $7.268.00 $16169.00 155 ARTIC FIRE DOGWOOD 15.00 EA 103.00 EA $37.00 $559L00 $3 811.00 156 GREY OWL JUNIPER 33.00 EA 308.00 EA $37.00 $1.221.00 $11396.00 157 HAMELIN DWARF FOUNTAIN GRASS 197.00 EA 364.00 EA $15.00 956.00 $5.460.00, 158 NINEBARK &00 EA 47.00 EA $40.00 $200.00 $1880.00 159 IDAPPLED WILLOW 1&00 EA 37.00 EA $40.00 $640.00 $1480.00 160 DWARF DELPHINIUM 660.00 EA 2407.00 EA $4.20 $2,730.00 $10109.40 161 KIM'S KNEE HIGH CONEFLOWER 460.00 EA 946.00 EA $14.00 $6,440.00 $13 244.00 162 JOLYENE NICHOLE DAYLILY 231.00 EA 625.00 EA $13.60 $3,141.60 $8,5160-00, 163 EVERGREEN CANDYTUFT 3492.00 EA 5179.00 EA $4.20 $14,666AO $21751.80 164 BLACK EYED SUSAN 136.00 EA 759.00 EA $14.00 $1904.00 $10,626.00. 165 TEMPORARY SILT FENCE 0.00 LFT 2366.00 LFT $1.25 $0.00 $2.957.50 166 EROSION CONTROL BLANKET 0.00 SFT 50254.73 SFT $0.20 $0.00 $10,050.95 167 INLET PROTECTION 0.00 EA 13.00 EA $150.00 $0.00 $1 950.00 168 PEDESTRIAN STOP SIGN 0.00 EA 1.00 EA $200.00 $0.00 $200.00 169 181N THERMOPLASTIC STOP BAR 0.00 LFT 4.00 LFT $6.00 $0.00 $24.00 170 WEED BARRIER FABRIC 32705.75 SFT 47320.00 SFT $0.18 $5.887.04 $8,517.60 171 DOUBLE SHREDDED HARDWOOD MULCH 157.33 CYS 324.57 CYS $60.00 $9 439.00 $19,474.20 172 STEEL EDGING 5267.00 LFT 7152.00 LFT $5.25 $27,651.75 $37.5a.00 173 iAUSTFJAN PINES(PINES NIGRA) 0.00 EA 0.00 EA $230.00 $0.001 $0.00 TOTAL 203,563.62 1 W179,735.73 ALTERNATE BID A Al CONSTRUCTION ENGINEERING 0.00 LS 1.00 LS $10000.00 0.001 $10,000.00 A2 MOBILIZATION AND DEMOBILIZATION 0.00 LS 1.00 LS 544400.00 $0.00 $44,400.00 A3 CLEARING RIGHT OF WAY 0.00 LS 1.00 LS $7000.00 $0.00 $7,000.00 A4 CURB,CONCRETE REMOVE 0.00 LFT 126.50 LFT $5.00 $0.00 $632.50 A5 CURB AND GUTTER,REMOVE 0.00 LFT 4064.00 LFT $4.50 $0.00 $18.288.00 A6 INLET REMOVE 0.00 EA 0.00 EA $415.00 $0.00 $0.00 A7 LIGHT STANDARD AND FOUNDATION REMOVE 0.00 EA 9.00 EA $300.00 $0.00 $2.700.00 A7A LIGHT STANDARD REMOVE 0.00 EA 8.00 EA $300.00 $0.00 $2,400.00 A8 PIPE,ABANDON AND GROUT FILL 0.00 LFT 0.00 LFT $11.00 $0.00 $0.00 A9 EXCAVATION,COMMON 0.00 CYS 5409.17 CYS $23.00 50.00. $124,410.91 TEMPORARY EROSION&SEDIMENT CONTROL, A10 CURB INLET PROTECTION 0.00 EA 13.00 EA $85.00 $0.00 $1,105.00 All TEMPORARY SILT FENCE 0.00 LFT 1104.00 LFT $1.25 $0.00 $1380.00 Al2 NO 2 STONE 0.00 TON 166.74 TON $17.25 $0.00 $2,876.27 A13 SUBGRADE TREATMENT,TYPE 1 0.00 SYS 0.00 SYS $6.24 $0.00 $0.00 A14 SUBGRADE TREATMENT,TYPE IIIA 0.00 SYS 169.00 SYS $12.00 $0.00 $2 028.00 A15 ISTRUCTURAL,BACKFILL,TYPE 1 0.00 CYS 128.00 CYS $23.15 $0.00 $2.963.20 A16 CHEMICAL MODIFICATION SOILS 0.00 SYS 0.00 SYS $SAS $0.00 $0.00 A17 COMPACTED AGGREGATE,NO.S3,BASE 0.00 TON 369.69 TON $20.00 $0.00 $7393.80 A18 COARSE AGGREGATE,NO 6 0.00 TON 0.00 TON $40.00 $0.00 $0.00 A19 MILUNG ASPHALT 11/2 IN 0.00 SYS 11625.11 SYS $0.90 $0.00 $10462.60 A20 PROFILOGRAPH HMA 0.00 LS 0.00 LS $1.00 $0.00 $0.00 A21 HMA.INTERMEDIATE,TYPE r.OG 19.0 MM 0.00 TON 0.00 TON $52.00 $0.00 $0.00 A22 HMA SURFACE TYPE A 0.00 TON 78.17 TON $106.00 $0.00 $8 286.02 A23 HMA SURFACE,TYPE C 0.00 TON 1679.55 TON $65.00 $0.00 109170.75 A24 HMA INTERMEDIATE,TYPE A 0.00 TON 184.97 TON 1 $68.00 $0.00 $12,577.96 A25 HMA INTERMEDIATE,TYPE C 0.00 TON 1368.24 TON $52.00 $0.00 571 148.48 A26 HMA BASE,TYPE C 0.00 TON 2160.38 TON $49.00 $0.00 $105 858.62 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 22 For work done during the period of: through 2/26117 Nem .� Deecflptlon :? Qwntit�r`this Tauri Quentlty._°( Unit Total Pay F 7otg1''P�y;,' NO Estimate. to Date Price this Esdmab to Date a f A27 ASPHALT FOR TACK COAT 0.00 TON 4.39 TON $1.00 $0.00 $4.39 A28 CURB RAMP CONCRETE,TYPE C 0.00 SYS 31.93 SYS $113.00 $0.00 $3 608.09 A29 CURB RAMP CONCRETE,TYPE K 0.00 SYS 49.75 SYS $130.00 $0.00 $6.467.50 A30 CURB AND GUTTER,TYPE 11 0.00 LFT 3996.50 LFT $12.00 $0.00 $47,946.00 A31 CURB AND GUTTER,TYPE 111 0.00 LFT 0.00 LFT $12.00 $0.00 $0.00 A32 PCCP FOR APPROACHES,9IN. 0.00 SYS 36.00 SYS $52.00 $0.00 $1,872.00 MOBILIZATION AND DEMOBILIZATION FOR A33 SEEDING 0.00 EA 0.00 EA $200.00 $0.00 $0.00 A34 ISEED MIXTURE,T 0.00 LBS 0.00 LBS $1.35 $0.00 $0.00 A35 I MULCHING MATERIAL 0.00 TON 0.00 TON $400.00 $0.00 $0.00 A36 WATER 0.00 Kgal 0.00 KRA $1.00 $0.00 $0.00 A37 TOPSOIL 0.00 CYS 0.00 CYS $1.00 $0.00 $0.00 A38 SODDING,NURSERY 0.00 SYS 0.00 SYS $3.11 $0.00 $0.00 A39 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN 0.00 LFT 332.00 LFT $33.25 $0.00 $11,039.00 A40 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN 0.00 LFT 36.50 LFT 545.00 $0.001 $1,642.50 A41 IPIPE.REINFORCED CONCRETE,CIRCULAR 21 IN 0.00 LFT 0.00 LFT $76.00 $0.00 $0.00 ' A42 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN 0.00 LFT 0.00 LFT $60.00 $0.00 $0.00 A43 VIDEO INSPECTIO FOR PIPE 0.00 LFT 0.00 LFT $2.00 $0.00 $0.00 A44 PIPE,TYPE 4 CIRCULAR 6 IN 0.00 LFT 28.00 LFT $5.20 $0.00 $145.60 A45 AGGREGATE FOR UNDERDRAINS 0.00 CYS 2.52 CYS $32.00 $0.00 $80.64 A46 GEOTEXTILES FOR UNDERDRAIN 0.00 SYS 0.00 SYS $0.95 1 $0.00 $0.00 A47 CASTING ADJUST TO GRADE 0.00 EA 2.00 EA $665.00 $0.00 $1,330.00 A48 INLET CAP 0.00 EA 0.00 EA $460.00 $0.00 $0.00 A49 INLET 110 0.00 EA 5.00 EA $1,600.00 $0.00 $8,000.00 ASO INLETM10 0.00 EA 1.00 EA $1600.00 $0.00 $1600.00 A51 MANHOLE,C4 0.00 EA 1.00 EA $1800.00 $0.00 $1800.00 A52 MANHOLE,110 0.00 EA 4.00 EA $3,300.00 $0.00 $13,200.00 A53 ROAD CLOSURE SIGN ASSEMBLY 0.00 EA 11.00 EA $270.00 $0.00 $Z970.00 A54 DETOUR ROUTE MARKER ASSEMBLY 0.00 EA 15.00 EA $65.00 $0.00 $975.00 ASS CONSTRUCTION SIGN,A 0.00 EA 6.00 EA $100.00 $0.00 $600.00 AS6 MAINTAINING TRAFFIC 0.00 IS 1.53 IS $6,064.97 $0.00 $9279.40 A57 BARRICADE,111-11 0.00 LFT 248.00 LFT $10.00 $0.00 $2480.00 SIGN POST,SQUARE,TYPE 1,REINFORCED A58 ANCHOR BASE 0.00 LFT 26.65 LFT $11.00 $0.00 $293.15 A59 SIGN,SHEET WITH LEGEND 0.080 IN THICKNESS 0.00 SF 18.75 SF $14.00 $0.00 $262.50 A60 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS 0.00 SF 0.00 SF $15.00 $0.00 $0.00 DECORATIVE STREET LIGHTING,WIRING AND A61 INSTALLATION 0.00 EA 13.00 EA $8,300.00 $0.00 $107,900.00 A62 ICABLEINTERDUCT 0.00 LFT 1582.00 LFT $9.50 $0.00 $15,029.00 A63 I HANDHOLE,LIGHTING 0.00 EA 5.00 EA $600.00 $0.00 $3,000.00 A64 CONDUIT,STEEL GALVANIZED 2 IN 0.00 LFT 80.00 LFT $10.50 $0.00 $840.00 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN TRENCH, A65 41 0.00 LFT 1950.00 LFT $7.25 $0.00 $14137.50 A66 HANDHOLE 0.00 EA 3.00 EA $850.00 $0.00 $2.550.00 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN A67 CONDUIT 41/3 0.00 LFT 90.00 LFT $7.25 $0.00 $652.50 TRANSVERSE MARKING THERMOPLASTIC A68 CROSSWALK,WHITE 24- 0.00 LFT 0.00 LFT $10.00 $0.00 $0.00 A69 LINE THERMOPLASTI BROKEN WHITE,41N 0.00 LFT 0.00 LFT $1.00 $0.00 $0.00 A70 LINE,THERMOPLASTIC,SOLID WHITE,41N. 0.00 LFT 0.00 LFT $1.00 $0.00 $0.00 A71 LIN THERMOPLASTIC,SOLID YELLOW 41N 0.00 LFT 0.DO LFT $1.00 $0.00 $0.00 TRANSVERSE MARKING THERMOPLASTIC STOP A72 LIN 24' 0.00 LFT 160.50 LFT $10.00 $0.00 $1605.00 PAVEMENT MESSAGE MARKING, A73 THERMOPLASTIC,LANE INDICATION ARROW 0.00 EA 0.00 EA 550.00 $0.00 $0.00 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 22 For work done during the period of: through 2128!17 (tern Descaiptlon "Quantity.this Total,tiwultlgr Unit Total Pey T. Pay Na t Fx0mate 10 Date Pride thb t.stlmab = bo DaQe tt - a5 PAVEMENT MESSAGE MARKING, A74 THERMOPLASTIC,WORD-ONLY- 0.00 EA 3.00 EA $100.00 $0.00 $300.00 A75 ISNOWPLOWABLE RAISED PAVEMENT MARKER 0.00 EA 0.00 EA $200.00 $0.00 $0.00 A76 SIGNALSUPPORT FOUNDATION,361N X 1441N 0.00 EA 0.00 EA $2100.00 $0.00 $0.00 A77 SIGNAL STRAIN POLE,STEE4 30 FT 0.00 EA 0.00 EA M00.00 $0.00 $030- A78 HANDHOLE,SIGNAL 0.00 EA 0.00 EA $875.00 $0.00 $0.00 CONDUIT,STEEL,GALVANIZED,21N, A79 UNDERGROUND 0.00 LFT 40.00 LFT $10.50 $0.00 $420.00 ASO SIGNAL CAB iC 14 GA 0.00 LFT 0.00 LFT $0.15 $0.00 $0.D0 CONTROLLER AND CABINET,MASTER,MENU A81 DRIVEN,8 PHASE 0.00 EA 0.99 EA $8,665.00 $0.00 $8,560.15 TRAFFIC SIGNAL HEAD,3 FACE,12 IN RED, A82 AMBER,GREEN 0.00 EA 3.19 EA $620.00 $0.00 $1,977.80 TRAFFIC SIGNAL HEAD,5 FACE,12 IN RED, A83 AMBER,GREEN,AMBERARROW GREEN ARROW 0.00 EA 0.76 EA $925.00 $0.00 $700.23 A84 ISPANCATENARY,AND TETHER 0.00 EA 0.00 EA $1,700.00 $0.00 $0.00 ABS DISCONNECT HANGER 0.00 EA 0.00 EA $275.00 $0.00 $0.00 A86 SIGNAL CABLE SC 14 GA 0.00 LFT 0.00 LFT $1.50 $0.00 50.00 A87 SIGNAL CABLE,7C 14 GA 0.00 LFT 0.00 LFT $1.65 $0.00 $0.00 A88 SIGNAL CAB 3C/8 GA 0.00 LFT 0.00 LFT 12.50 $0.00 $0.00 A89 SIGNAL CABLE 2C/16 GA,SHIELDED 0.00 LFT 0.00 LFT $0.75 $0.00 $0.00 A90 SIGNAL DETECTOR HOUSING 0.00 EA 0.00 EA $050.00 $0.00 $0.00 A91 iSAW CUT FOR ROADWAY LOOP AND SEALANT 0.00 LFT 0.DO LFT $6.00n$00'.000 $0.00 A92 CONTROLLER CABINET FOUNDATION PI 0.00 EA 0.00 EA $1,025.00 $ $0.00 A93 SIGNAL SERVICE 0.00 EA 0.00 EA $800.00 $0.00 A94 LOOP DETECTOR DELAY AMPLIFIE 2 CHANNEL 0.00 EA 0.00 EA $250.00 $0.00 MISCELLANE US EQUIPMENT FOR A95 SIGNALS 0.00 LS 0.00 IS $500.00 $0.00 TOTAL ALTERNATE BID A $818,350. ALTERNATE BID B ITEMS Bi CONSTRUCTION ENGINEERING 0.DO LS 1.00 LS $4400.00 $0.00 $4.400.00 B2 MOBILIZATION AND DEMOBILIZATION 0.00 LS 1.00 LS $12,643.00 .00 $12,643.00 B3 CLEARING RIGHT OF WAY 0.00 LS 1.00 LS $5,000.00 $0.00 $5,000.00 64 EXCAVATION COMMON 0.00 CYS 1711.00 CYS $13.00 $0.00 $22243.00 BS TEMPORARY SILT FENCE 0.00 LFT 136.00 LFT $1.25 $0.00 $170.00 66 SUBGRADE TREATMENT,TYPE IIIA 0.00 SYS 881.00 SYS $6.10 $0.00 $5,374.10 67 STRUCTURAL BACKFILL,TYPE 2 0.00 CYS 543.67 CYS $27.15 $0.00 $14,760.64 B8 STRUCTURAL BACKFILL,TYPE 3 0.00 CYS 237.75 CYS $21.15 $0.00 $5.028.41 B9 HMA SURFACE,TYPE 8 0.00 TON 60.21 TON $110.00 $0.00 $6,623.10 B10 HMA INTERMEDIATE TYPE B 0.00 TON 100.08 TON $45.00 $0.00 $4,503.60 Bil ASPHALT FOR TACK COAT 0.00 TON 0.00 TON $480.00 $0.00 $0.00 B12 GUARDRAIL END TREATMENT 1 0.00 EA 4.00 EA $1200.00 $0.00 $4.800.00 B13 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING 0.00 LFT 100.00 LFT $30.00 $0.00 $3,000.00 614 HANDRAIL,PEDESTRIAN 0.00 LFT 90.00 LFT $145.00 $0.00 $13050.00 B35 PCCPFORAPPROACHES 91N 0.00 SYS 97.96 SYS $51.35 $0.00 $5,030.25 816 MOBILIZATION AND DEMOBILIZATION FOR 0.00 EA 0.00 EA $0.00 $0.00 SEEDING $200.00 B17 EROSION CONTROL BLANKET 0.00 SYS 2906.06 SYS $1.17 $0.00 $3.400.09 B18 GEOTEXTILES 0.00 SYS 331.67 SYS $3.39 $0.00 $1124.36 B19 RIPRAP REVETMENT 0.00 TON 330.83 TON $35.00 $0.00 $11,579.05 820 SEED MIXTURE,T 0.00 LBS 0.00 LBS $1.35 $0.00 $0.00 B21 MULCHING MATERIAL 0.00 TON 0.00 TON $400.00 .00 $0.00 622 WATER 0.00 kGAL 0.00 kGAL $1.00 $0.00 $0.00 B23 TOPSOIL 0.00 CYS 0.00 CYS 51.00 $0.00 $0.00 624 SODDIN NURSERY 1 0.00 SYS 0.00 SYS 1 $3.27 $0.00 $0.00 B25 PUMP-AROUND 1 0.00 1 EA 1 1.00 1 EA 1 $4,000.00 $0.00 000.00 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.10-10 PROGRESS PAY ESTIMATE NO. 22 For work done during the period of- through 2=17 NO., i�atgnab t0p!te, Plkx thW Estkhita� s to B26 STP-REINFORCED CONCRETE 3-SIDED,2881N X 0.00 LIFT 55.55 LFT $138.319.50 96 IN $2,49100 $0-00 TOTAL ALTERNATE BID 8 1 $0.00 1 $265,049.10 CHANGE ORDERS ITEMS COI #10-10 IRRIGATION REPAIR 0.00 LS 1.00 IS $6,296.00 .00 $6,296.7 CO2 STREET DE"IRRIGATION AT SPLITTERS 0.00 LS 1.00 IS $10,105.2 $0.00 $10,105.20 CO3 18'RCP End Section 0.00 EA 1.00 EA $1,078.61 $0.00 $1,078.61 C04 24"RCP End Section 0.00 EA 1.00 EA $1,162.61 $0.00 $1,162.61 COS 36'RCP End Section 0.00 EA 1.00 EA $1,610.61 $0. 2 $1,610.61 00 2 C06 I SV RCP End Section 0.00 EA 1.00 EA $2,562.61 0 $2,562.61 00 0.0 $0 1$0 ONO C07 60'RCP End Section 0.00 EA 1.00 EA $3,346.61 .000 $3,346.61 COB STREET LIGHT FOUNDATIONS 0.00 EA 8.00 FA $1,289.50 $0.00 $10,316.00 C09 NORWAY SPRUCE 0.00 U 43.00 EA $70930- $0.00 $30,5011.56" COIO 6'Precast Wall column Stain Change 0.00 LS 1.00 LS $12-190.431 $0.00 $12,190A3 COII Unforeseen Utility Adjustments 0.00 LS 1.00 is $3,398.00 $0.00 $3,398.00 C012 Unforeseen Structure Plan Adjustments 0.00 IS 1.00 IS $2,24B.00 $0.00 $2,248.00 C01311avanese Zelkpva.2.S" 0.00 EA 0.00 EA $365.00 $0.00 $0.00 C014 lavanese Tree Lilac,1.5' 0.00 EA 0.00 EA $190.00 50.00. $0.00 C015 Ruby Red Horsechestnut 1.5* 0.00 EA 22.00 EA $230.00 $0.001 $5,060.00 C016 Norway Spruce,6' 0.00 EA 17.00 EA $215.00 $0.001 $3,655.00 C017 Plant Trees per Updated Details 321.00 EA 321.00 EA $30.00 $9.630.00 $9,630.00 COIS Private Irrigation Utility Repair 0.00 LS 1.00 IS $9,859.59 50.001 $9,859.59 C019 Phase III Utility Work 0.00 LS 0.00, IS $7,376.70 $0.001 -$0.00 COZO lGeovid 0.00 SYS 5933.28 SYS $2.94 $0.00 $17,443.84 CO21 Freeze guand 40-50 0.00 CYS 72.00 CYS $13.20 $0.00 $950.40 CO22 Freeze and 20-29 0.00 CYS 97.00 CYS $18.26 50.001 $1,771.22 CO23 TPM Mobilization 0.00 LS 1.00 IS $550.00 $0.00 $550.00 CO24 TPM,Paint Broken White 4 IN 0.00 LF 1290.00 LF $1.10 $0.00 $1,419.5F CO25 TPM,Paint Solid White 4 IN 0.00. LF 854.00 LF $1.10 $0.00 $939.40 CO26 TPM,Paint Solid Yellow 4 IN 0.00 LF 4320.00, LF $1.10 $0.00 $4,752.00 d027 TPM Paint Stop Line 24 IN 0.00 LF 67.001 LF $3.30 $0.00 $221.10 CO28 TPM,Paint Arrow 0.00 EA 3.00 EA $66.00 $0.00 $198.00 CO29 Utility Conflict Construction Re-Engineering 0.00 LS 1.00 LS $4,768.04 $0.00 $4,768.04 C030 9"Comp.#53 Stone 0.00 TON 5309.94 TON $18.02 $0.00 $95,685.12 C031 B Borrow 0.00 CYS 658.55 CYS $15.78 $0.00 110 391.92 C032 Utility Delay Winter Paving EWA 0.00 is 1.00 LS $2S.849.13 $0.00 $25,849.13 C033 Replace Existing Lighting Fixtures 0.00 is 1.00 LS $4,355. 3 $0.00 $4,355.03 C0341 8 Foot Precast Wall System 0.00 LS 0.99 LS $285,749.01 $0.00 $283,398.04 C035 Crane Remobilization 0.00 IS 1.00 LS $8,886.49 $0.001 $8,886A9 C036 Modified Sign Post Square,type I reinforced anchor base 0.00 LF 332.80 LF $15.34 $0.00 5.105.15 C037 Beaty 2014-2015 increases 0.00 Is 1.00 LS $12,738.76 $0.00 $1 738.76 C038 Pittman Sanitary lateral 0.00 LS 1.00 LS $60,138.30 $0.00 $60,138.30. C039 Medland Wall Extension 0.00 is 1.00 LS $8,276.75 $0.00 $8,276.75 CO40IRCP End Sections,12' 0.00 EA 3.00 EA $1.288.61 $0.00 $3,865.83 C041 lAdded Milling Mob 0.00 LS 1.00 LS $1,500.00 $0.00, $1,500.00 C042 Reserve Wall Landscaping 0.00 Is 1.00 LS $24,028.00 $0.00 $24.028.08 C043 Added Enalneering for Local Changes 0.00 Is 0.00 LS $4,372.00 $0.00 $0.50i C044 Line Remove 0.00 LS 1.00 IS $633.05 $0.00 $633.05 C045 Re de for Sod 0.00 IS 1.00 LS $2,666.05 $0.00 $2,666.00 C046 Sanitary Manhole Interior Coating 0.00 IS 1.00 is 52. 3 $0.00 $2,838.00 C047 Unforeseen Structure Reconstruct 0.00 LS 1.00 LS $2,713.00 $0.00 $2,713.00 CO48lAdded Stum Removal 0.00 IS 1.00 LS 53,360.80 $0.00 $3,360.80 C049 I Utility Delay9vewatering 1 0.00 1 LS 1.00 LS $24,283.55 $0.00 1 $24,283.65 �-�9.630.00 1 $726,753.T7 CITY OF CARMEL CARMEL-ILLINOIS STREET EXTENSION PROJECT NO.1040 PROGRESS PAY ESTIMATE NO. 22 For work done during the period of: through 2=17 Ri _ -� _ � Apllt�l,�♦fils. Tpgl�r r t p, p M3yb Dom: r TOTAL BASE.ALTERNATE A.ALTERNATE B AND ANY ADDITIONAL ITEMS 1 $213,193.621 989, TOTALS AND PAY ESTIMATE CALCULATIONS TOTAL PAY THIS ESTIMATE $213,193.62 TOTAL PAY TO DATE $6,989,889.66 DEDUCT 0%RETAINAGE $0.00 DEDUCT PREVIOUS NET PAY ESTIMATES $6,708,929.08 NET PAY ESTIMATE NO. 22 $280,960.58 DlgRally Ygwd by Lmo A S*I, Dhtrndence A Stahky,o-GaYload EngMm%m,-K/S. La n ce A Sta ey m — CrossRoad Engineers,PC Inspecft Firm BY Date /v- E&B Paving, Inc. 4-.— .Y-I3-17 Color BY Date