HomeMy WebLinkAbout253331 01/15/16 W.&�N
`% "• CITY OF CARMEL, INDIANA VENDOR: 00350320
t'} ONE CIVIC SQUARE E& B PAVING, INC CHECK AMOUNT: $***110,808.34*
i ?a; CARMEL, INDIANA 46032 17042 MIDDLETOWN AVE CHECK NUMBER: 253331
9'''�*ox�°' NOBLESVILLE IN 46060 CHECK DATE: 01/15/16
DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION
212 R4462865 25297 20 110,808.34 ILLINOIS STREET
VOUCHER NO. WARRANT NO.
ALLOWED 20
E &B PAVING INC
12600 STATE ROAD 38 E IN SUM OF$
NOBLESVILLE, IN 46060
$110,808.34
ON ACCOUNT OF APPROPRIATION FOR
Engineering
PO#/Dept. INVOICE NO. I ACCT#/Fund AMOUNT Board Member
25297 I 20 j 44-628.65 $110,808.34 1 hereby certify that the attached invoice(s), or
2200 Encumbered 212 Prior Year
bill(s) is (are)true and correct and that the
materials or services itemized thereon for
which charge is made were ordered and
received except
Monday, January 11, 2016
Cost distribution ledger classification if
claim paid motor vehicle highway fund
P.O• 2529
-z.i 2- 2yL4LP28(05
CONSTRUCTION PROJECT INVOICE
DATE: December 18, 2015
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.: 20
Construction pay items as per Progress Pay Estimates'No. 20 as shown on the
attached invoice for work completed between the dates of November 1, 2015 to
November 31, 2015
TOTAL PAY THIS ESTIMATE: $123,120.38
MINUS 10% RETAINAGE: (-) $ 12,312.04
TOTAL NOW DUE: $110,808.34
Submitted by CrossRoad Engineers, PC
Project Representative-- signed name Date
Lance Stahley
Project Representative - printed name
1 of 7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO. 10-10
PROGRESS PAY ESTIMATE NO. 20
For work done during the period of: 11/1H5 through 11/30/15
Item,. Descnption Quantity this Total Quantlty; Und Total Pay ,, "' Total Pay
NEstimate �to Date Pnce this Estimate, to`Date ._
1 CONSTRUCTION ENGINEERING LS 1.00 LSA $75,000.00 $75,000.00
2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS $273,570.00 $273,570.00
3 CLEARING RIGHT OF WAY LS 1.00 LS $75,000.00 $75,000.00
4 IPAVEMENT REMOVAL SYS 43.98 SYS $10.00 $439.80
5 PAVED SIDE DITCH,REMOVE LFT 96.00 LFT $8.00 $768.00
6 CURB,CONCRETE,REMOVE LFT LFT $5.00
7 CURB AND GUTTER,REMOVE LFT 7241.00 LFT $4.50 $32,584.50
8 INLET,REMOVE EA 16.00 EA $415,00 $6,640.00
9 GUARDRAIL END TREATMENT,REMOVE EA EA $250.00
10 MAILBOX ASSEMBLT,REMOVE EA EA $300.00
11 LIGHT STANDARD AND FOUNDATION,REMOVE EA 13.00 EA $300.00 $3,900.00
12 PIPE,REMOVE LFT 1396.60 LFT $16.50 $23,043.90
13 EXCAVATION,COMMON CYS 44722.30 CYS $7.15 $319,764.45
14 BORROW CYS 5504.00 CYS $1.00 $5,504.00
15 TEMPORARY EROSION&SEDIMENT CONTROL,
CURB INLET PROTECTION EA 40.00 EA $85.00 $3,400.00
16 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 308.01 TON $26.50 $8,162.27
17 TEMPORARY DITCH INLET PROTECTION EA 1.00 EA $85.00 $85.00
18 TEMPORARY MULCHING TON 20.64 TON $700.00 $14,448.00
19 TEMPORARY SEDIMENT TRAP TON 60.28 TON $26.50 $1,597.42
20 TEMPORARY SILT FENCE LFT 6383.90 LFT $1.25 $7,979.88
21 NO 2 STONE TON 707.84 TON $17.25 $12,210.24
22 SUBGRADE TREATMENT,TYPE IA SYS 26438.81 SYS $6.25 $165,242.56
23 SUBGRADE TREATMENT,TYPE IIIA SYS 2466.33 SYS $6.10 $15,044.61
24 STORMWATER QUALITY STRUCTURE,1.0 CFS EA 2.00 EA $19,100.00 $38,200.00
25 STORMWATER QUALITY STRUCTURE,1.6 CFS EA 1.00 EA $25,150.00 $25,150.00
26 STORMWATER QUALITY STRUCTURE,3.0 CFS EA 1.00 EA $39,250.00 $39,250.00
27 STRUCTURAL BACKFILL,TYPE CYS 4402.95 CYS $21.15 $93,122.39
28 STRUCTURAL BACKFILL,TYPE 2 CYS 4094.63 CYS $27.15 $111,169.20
29 CHEMICAL MODIFICATION,SOILS SYS 1906.10 SYS $5.45 $10,388.25
30 COMPACTED AGGREGATE,N0.53,BASE TON 1835.98 TON $20.00 $36,719.60
31 COARSE AGGREGATE,NO 8 TON TON $40.00
32 COMPACTED AGGREGATE,N0.53, TON 93.19 TON $30.00 $2,795.70
33 MILLING,ASPHALT,11/2 IN SYS 153.34 SYS $12.50 $1,916.75
1MPAC
35 HMA,INTERMEDIATE,TYPE C,OG,19.0 MM TON 800.81 TON $49.00 $39,239.69
36 JHMA SURFACE,TYPE A TON 338.16 TON $86.00 $29,081.76
37 HMA SURFACE,TYPE C TON 1646.05 TON $78.00 $128,391.90
38 HMA INTERMEDIATE,TYPE A TON 822.09 TON $59.00 $48,503.31
39 HMA INTERMEDIATE,TYPE C TON 3007.85 TON $53,00 $159,416.05
40 HMA BASE,TYPE C TON 8593.91 TON $52.00 $446,883.32
41 HMA FOR APPROACHES,TYPE TON 698.39 TON $75.00 $52,379.25
42 ASPHALT FOR TACK COAT TON 9.14 TON $1.00 $9.14
43 CONCRETE PAVEMENT,TRUCK APRON,7" SYS 788.59 SYS $47.52 $37,473.80
44 GUARDRAIL,REMOVE LFT LFT $5.00
45 GUARDRAIL,END TREATMENT,OS EA EA $3,000.00
46 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LFT LFT $30.00
47 CURB,CONCRETE,STRAIGHT LFT 501.00 LFT $14.00 $7,014.00
48 CURB RAMP,CONCRETE,C SYS 176.40 SYS $117.00 $20,638.80
49 CURB RAMP,CONCRETE,L SYS 106.25 SYS $106.00 $11,262.50
50 HANDRAIL,PEDESTRIAN 328.00 LFT 328.00 LFT $145.00 $47,560.00 $47,560.00
51 CURB AND GUTTER,TYPE 11 LFT 7483.85 LFT $12.00 $89,806.20
52 ICURB AND GUTTER,TYPE 111 LFT 5544.70 LFT $12,00 $66,536.40
53 CURB,MODIFIED,ROLL LFT 670.00 LFT $16.00 $10,720.00
54 1 PCCP FOR APPROACHES,9 IN. S 345.44 S $45.00 $15,544.80
55 MAILBOX ASSEMBLY,SINGLE EA 1.00 EA $200.00 $200.00
56 GEOTEXTILES SYS 3211.22 SYS $1.12 $3,596.57
57 RIPRAP,REVETMENT TON 1284.03 TON $21.00 $26,964.63
58 SCREENING WALL LS 1.09 LS $142,150.00 $154,577.09
59 MOBILIZATION AND DEMOBILIZATION FOR
SEEDING EA 4.00 EA $200.00 $800.00
60 EROSION CONTROL BLANKET SYS 14502.44 SYS $1.17 $16,967.85
61 SEED MIXTURE,T LBS LBS $1.35
2 of 7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 20
For work done during the period of: 11/1/15 through 11/30/15
Item DgsPnpbon Quantity this Total Quantity} Urnt Tota Pay Total Pay
No f€ h E Estimate to Date Pnce this Estimate ' to Dafe
62 MULCHING MATERIAL TONW1401.82
TON $400.00 $1,736.00
63 WATER K alK al $1.00--
64 TOPSOIL CYSCYS $1.00
65 SODDING,NURSERY 250.60 SYS SYS $3.10 $776.86 $4,345.64
66 IRRIGATION,CONDUIT,PVC,4 IN. LFT LFT $11.40 $11,132.10
67 FIELD OFFICE,C 1.00 MOS MOS $1,500.00 $1,500.00 $30,000.00
68 STRUCTURE,REINFORCED CONCRETE BOX
SECTIONS,9 FT X 3 FT LFT 150.00 LFT $497.35 $74,602.50
69 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN LFT 2255.20 LFT $33.25 $74,985.40
70 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN LFT 657.30 LFT $36.00 $23,662.80
71 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN LFT 1567.75 LFT $39.00 $61,142.25
72 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN LFT 423.50 LFT $51.00 $21,598.50
73 PIPE,REINFORCED CONCRETE,CIRCULAR,30 IN LFT 74.00 LFT $76.00 $5,624.00
74 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN LFT 196.80 LFT $87,00 $17,121.60
75 PIPE,REINFORCED CONCRETE,CIRCULAR,541N LFT 167.00 LFT $138.00 $23,046.00
76 IPIPE,REINFORCED CONCRETE,CIRCULAR,60 IN LFT 14.00 LFT $191.00 $2,674.00
77 VIDEO INSPECTION FOR PIPE LFT LFT $1.20
78 PIPE,TYPE 4 CIRCULAR 6 IN LFT 5676.501 LFT $5.20 $29,517.80
79 AGGREGATE FOR UNDERDRAINS CYS 487.85 CYS $32.00 $15,611.20
80 VIDEO INSPECTION FOR UNDERDRAINS LFT LFT $0.95
81 GEOTEXTILES FOR UNDERDRAIN SYS 4119.31 SYS $1.00 $4,119.31
82 INLET,CAP EA EA $460.00
83 INLET,E7 EA 1.00 EA $1,275.00 $1,275.00
84 INLET,F7 EA 1.00 EA $1,300.00 $1,300.00
85 INLET,110 EA 20.00 EA $1,600.00 $32,000.00
86 INLET,M10 EA 8.00 EA $1,600.00 $12,800.00
87 CATCH BASIN,E7 EA 1.00 EA $1,500.00 $1,500.00
88 CATCH BASIN,K10 EA 15.00 EA $1,700.00 $25,500.00
89 PIPE CATCH BASIN,18 IN EA EA $1,300.00
90 MANHOLE,C4 EA 27.00 EA $1,800.00 $48,600.00
91 MANHOLE,L4 EA 1.00 EA $5,900.00 $5,900.00
92 MANHOLE,J4 EA 7.00 EA $2,900.00 $20,300.00
93 CATCH BASIN,M10 EA 15.00 EA $1,900.00 $28,500.00
94 STRUCTURE,REINFORCED CONCRETE THREE-
SIDED SECTIONS,240 IN X 72 IN LFT 244.00 LFT $2,029.50 $495,198.00
95 ISANITARY STRUCTURES,ADJUST TO GRADE EA 6.00 EA $920.00 $5,520.00
96 PUMP-AROUND EA 2.00 EA $12,000.00 $24,000.00
97 IROAD CLOSURE SIGN ASSEMBLY EA 25.00 EA $270.00 _ $6,750.00
98 DETOUR ROUTE MARKER ASSEMBLY EA 30.00 EA $100.00 $3,000.00
99 CONSTRUCTION SIGN,A EA 25.00 EA $200.00 $5,000.00
100 MAINTAINING TRAFFIC LS 0.85 LS $23,866,61 $20,286.62
101 BARRICADE,IIIB LFT 320.00 LFT $10.00 $3,200.00
102 DECORATIVE STREET SIGN ASSEMBLY 2.00 EA 10.00 EA $1,425.00 $2,850.00 $14,250.00
103 SIGN POST,SQUARE,TYPE 1,REINFORCED
ANCHOR BASE 44.00 LFT 265.60 LFT $11.00 $484.00 $2,921.60
104 ISIGN,SHEET,WITH LEGEND 0.080"THICKNESS SFT 220.75 SFT $14.00 $3,090.50
105 SIGN,SHEET,WITH LEGEND 0.100"THICKNESS SFT 214.25 SFT $15.00 $3,213.75
106 DECORATIVE STREET LIGHTING,WIRING AND
INSTALLATION EA 21.00 EA $8,875.00 $186,375.00
107 CABLE INTERDUCT 372.00 LFT 3165.00 LFT $9.50 $3,534.00 $30,067.50
108 LIGHTING POWER DISTRIBUTION PANEL EA 2.00 EA $5,200.00 $10,400.00
109 HANDHOLE,LIGHTING EA 16.00 EA $600.00 $9,600.00
110 CONDUIT,STEEL,GALVANIZED,2 IN 140.00 LFT 627.00 LFT $10.50 $1,470.00 $6,583.50
111 WIRE,NO 6 COPPER IN PLASTIC DUCT,IN
CONDUIT 41 C LFT 487.00 LFT $7.25 $3,530.75
112 WIRE,NO 6 COPPER 1N PLASTIC DUCT,IN TRENCH,
41 C 722.00 LFT 3344.00 LFT $7.25 $5,234.50 $24,244.00
113 HANDHOLE 1.00 EA 11.00 EA $850.00 $850.00 $9,350.00
114 TRANSVERSE MARKING,THERMOPLASTIC,
"SHARKS TEETH" LFT 99.00 LFT $5.00 $495.00
115 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3
FT STRIPE-3 FT GAP LFT 216.00 LFT $2.06 $432.00
3of7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 20
For work done during the period of: 11/1/15 through 11/30/15
IfeFn ` Descr�pttott Quantity this 7otal,L�uanfity � Urnt Total;Pay Total Pay
No Est<mate to ate: Pnce E
this strmate to Date,
s'
116 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3
FT STRIPE-3 FT GAP LFT 126.00 LFT $1.00 $126.00
PAVEMENT MESSAGE MARKING,
117 THERMOPLASTIC,FISHHOOK LANE INDICATION
ARROW EA 22.00 EA $80.00 $1,760.00
118 TRANSVERSE MARKING THERMOPLASTIC
CROSSWALK,WHITE 24" LFT 1238.001 LFT $6.00 $7,428.00
119 ILINE,THERMOPLASTIC,BROKEN,WHITE,41N LFT 2432.00 LFT $0.60 $1,459.20
120 LINE,THERMOPLASTIC,SOLID,WHITE,41N. LFT 3602.60 LFT $0.50 $1,801.30
121 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN LFT 4546.00 LFT $0.60 $2,727.60
122 PAVEMENT MESSAGE MARKING,
THERMOPLASTIC,LANE INDICATION ARROW EA 29.00 EA $50.00 $1,450.00
123 SNOWPLOWABLE RAISED PAVEMENT MARKER 4.00 EA 4.00 EA $200.00 $800.00 $800.00
124 GENERAL CONDITIONS LS LS $5,000.00
125 IMPORTED FILL CYS CYS $6.65
126 GRADING CYS 9759.00 CYS $6.50 $63,433.50
127 ASPHALT SURFACE COURSE TON 99.03 TON $87.63 $8,678.00
128 ASPHALT INTERMEDIATE COURSE TON 298.77 TON $69.60 $20,794.39
129 #53 CRUSHED LIMESTONE TON 465.72 TON $20.00 $9,314.40
130 36"RCP STORMWATER PIPE LFT 256.00 LFT $80.00 $20,480.00
131 CONCRETE END SECTION EA 6.00 EA $1,410.00 $8,460.00
132 6 FOOT PRECAST WALL SYSTEM LFT 1973.00 LFT $143.00 $282,139.00
133 8 FOOT PRECAST WALL SYSTEM LFT LFT $197,43
134 SEGMENTAL BLOCK WALL FF 559.26 FF $35.00 $19,574.10
135 IRRIGATION SYSTEM LS 0.45 LS $97,500.00 $43,875.00
136 OVERSIZED COBBLE STONE CYS 12.99 CYS $100.00 $1,299.00
137 LARGE MERAMEC STONE CYS 28.52 CYS $90.00 $2,566.80
138 STONE BARK CYS 22.78 CYS $130.00 $2,961.40
139 RIP RAP CYS 80.33 CYS $61.00 $4,900.13
140 MESIC PRAIRIE MIX AC AC $3,820.00
141 LOW STATURE PRAIRE MIX AC 1.00 AC $3,155.00 $3,155.00
142 YARROW SEED AC 0.89 AC $1,960.00 $1,744.40
143 CREEPING RED FESCUE SFT 4850.00 SFT $0.10 $485.00
144 TURF SEED SFT 366797.30 SFT $0.10 $36,679.73
145 GINKGO MALE 3.00 EA 20.00 EA $400.00 $1,200.00 $8,000.00
146 ISWAMP WHITE OAK EA 12.00 EA $360.00 $4,320.00
147 1 RED OAK EA 31.00 EA $330.00 $10,230.00
148 DOWNY SERVICEBERRY EA 47.00 EA $160.00 $7,520.00
149 KOUSA DOGWOOD 40.00 EA 47.00 EA $190.00 $7,600.00 $8,930.00
150 EASTERN REDBUD EA 50.00 EA $165.00 $8,250.00
151 KWANZAN CHERRY 33.00 EA 77.00 EA $165.00 $5,445.00 $12,705.00
152 WHITE PINE EA EA $185.00
153 BLACK CHOKEBERRY EA 36.00 EA $45,00 $1,620.00
154 KARL FOERSTER REED GRASS 185.00 EA 387.00 EA $23.00 $4,255.00 $8,901.00
155 ARTIC FIRE DOGWOOD 69.00 EA 88.00 EA $37.00 $2,553.00 $3,256.00
156 GREYOWL UNIPER 73.00 EA 168.00 EA $37.00 $2,701.00 $6,216.00
157 HAMELIN DWARF FOUNTAIN GRASS EA 130.00 EA $15.00 $1,950.00
158 NINEBARK EA 42.00 EA $40.00 $1,680.00
159 DAPPLED WILLOW EA 21.00 EA $40.00 $840.00
160 DWARF DELPHINIUM EA 1377.00 EA $4.20 $5,783.40
161 KIM-S KNEE HIGH CONEFLOWER EA 311.00 EA $14.00 $4,354.00
162 OLYENE NICHOLE DAYLILY 143.00 EA 394.00 EA $13.60 $1,944.80 $5,358.40
163 EVERGREEN CANDYTUFT 132.00 EA 878.00 EA $4.20 $554.40 $3,687.60
164 BLACK EYED SUSAN 50.00 EA 303.00 EA $14.00 $700.00 $4,242.00
165 TEMPORARY SILT FENCE LFT 2366.00 LFT $1.25 $2,957.50
166 EROSION CONTROL BLANKET SFT 50254.73 SFT $0.20 $10,050.95
167 INLET PROTECTION EA 13.00 EA $150.00 $1,950.00
168 PEDESTRIAN STOP SIGN EA 1.00 EA $200.00 $200.00
169 18 IN THERMOPLASTIC STOP BAR LFT 4.00 LFT $6.00 $24.00
170 WEED BARRIER FABRIC SFT 13491.25 SFT $0.18 $2,428.43
171 DOUBLE SHREDDED HARDWOOD MULCHCYS 87.24 CYS $60.00 $5,234.40
172 STEEL EDGING M3348.90 LFT 1885.00 LFT $5.25 $1,831.73 $9,896.25
173 AUSTRIAN PINES(PINES NIGRA) EA EA $230.00
TOTAL $93,844.29 $4,951,442.77
4of7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 20
For work done during the period of: 11/1115 through 11/30115
Item Description' Cluantity this Total Quantify+ Und Total Pay +
E Total Pay
€ Price his Estimate to Date
No t
Estimate to Date
>r
ALTERNATE BID A
Al CONSTRUCTION ENGINEERING LS 1.00 LS $10,000.00 $10,000.00
A2 MOBILIZATION AND DEMOBILIZATION LS 1.00 LS $44,400.00 $44,400.00
A3 CLEARING RIGHT OF WAY LS 1.00 LS $7,000.00 $7,000.00
A4 CURB,CONCRETE,REMOVE LFT 126.50 LFT $5.00 $632.50
AS CURB AND GUTTER,REMOVE LFT 4064.001 LFT $4.50 $18,288.00
INLET REMOVE EA I EA $415.00
5of7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 20
For work done during the period of: 1111/15 through 11/30115
tem DescnpLon Quantity this Total Quantity Urnt Total Pay ° Total Pay
h- Estimate E to Qate Puce this EstCmate to Date
No r;
A57 BARRICADE,111-3 LFT 248.00 LFT $10.00 $2,480.00
SIGN POST,SQUARE,TYPE 1,REINFORCED
A58 ANCHOR BASE LFT 26.65 LFT $11.00 $293.15
A59 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SF 18.75 SF $14.00 $262.50
A60 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SF SF $15.00
A61 DECORATIVE STREET LIGHTING,�AAND
ICABLE INSTALLATION EA 13.00 EA $8,300.00 $107,900.00
LFT 1582.00 LFT $9.50 $15,029.00
60f7
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 20
For work done during the period of: 11Iv15 through 11130/15
-
Item 04 Quantity 4j6ta
[Quan6� nibTotai,Pay aTotai Pay
10' 6t
12Nqc
B6 SUBGRADE TREATMENT,TYPE 111A SYS 881.00 SYS $6.10 $5,374.10
B7 STRUCTURAL BACKFILL,TYPE 2 CYS 543.67 CYS $27.15 $14,760.64
B8 STRUCTURAL BACKFILL,TYPE 3 CYS 237.75 CYS
E Estimate k D
21.15_ $5,028.41
$5,028-L41
B9 HMA SURFACE,TYPE B TON 60.21 TON. $110.00 $6,623.10
B10
B10 HMA INTERMEDIATE,TYPE B -TON 100.08 TON $45.00 <,4,503.60
Bll ASPHALT FOR TACK COAT TON TON $480.00
B12 GUARDRAIL END TREATMENT,I EA 4.00 EA $1,200.00. $4,800.00
IB13 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LFT 100.00 LFT $30.00 $3,000.00
1 LFT 50.00 LFT $145.00 1$7,2 11j.M $7,250.00
Bl 4 HANDRAIL,PEDESTRIAN _ 50.00
B15 PCCP FOR APPROACHES,9 IN SYS 97.96 1 SYS $51.35 $5,030.25
7 of.7.
CITY:OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION:
PROJECT NO.10-10
PROORESS PAY ESTIMATE NO. 20
For work done during the,period of: 11/1/15 through 11130115
item Descnption �, Quantity Phis Total CtuantRy Unit Totai Pay Total Pay
No Estimate. f"6 Date Pnce •this:Estimatex°;., to Date
C038.Pittman`Sanita "lateral LS LS
C0391 Mediand Wall Extension LS 1.00 LS $8;276:75 $8,276.75
C040 RCP End Sectinns,12" EA EA
G041 Added Mifflin Mob LS L5. $1,500:00
`C042 Reserve Wall Landsca pin LS LS
C043 Added Engineering for Local Ehanges I's is $4372:00
$18,373:59;.1 $591,097:16