HomeMy WebLinkAbout2013 Illinois St pay request 05 .41011111 t ® ® 1
U lJ iii l] o
�.d 0: ® il .p d In
CITY 0 ; `\ -ARMEL
.JA MFS BRAINARD, MAYOR
EXHIBIT B
Disbursement Direction#5
E-Mail or Fax the signed Disbursement Direction to:
The Huntington National Bank Corporate Trust Department (INHP22)
Attn: Kim.Wilson
Tel: (317) 229-4094
Fax: (317) 229-4094
E-Mail: Kim.Wilson(c�huntington.com
Re: Depositary Agreement between the City of Carmel and the Huntington National Bank,
- Construction Account#4087000986
Dear Kim:
On August 11, 2014, you are hereby authorized and directed as the Depositary under the above-
referenced Agreement, to pay the amounts set forth on the attached Register of Claims from the above-
referenced Trust account and overnight checks to:
Carmel Engineering Department
Attn: Kate Lustig
1 Civic Square
Carmel, IN 46032
City of Carmel, Indiana
By: i
IS f'
I
Name: Diana L. Cordray Title: Clerk-Treasurer
* Your Alternate contact at Huntington National Bank will be:
Ellen Campbell
Tel: (616)235-5941
E-mail: Ellen.Campbell huntington.com
DE141KIAIENI or i.i1GIiNLI NUR INC;
ONE: CIVIC: SQuARr, CARME.E., IN 46032 Orr-icE 317.571.2441 FAN 317.571.2439
LNAIL cn,gincering@carmcl.ill.g(P
Illinois Street Bond
Construction Account#4087000986
Disbursement Request#05
August 11, 2014
PAYEE AMOUNT DUE CHARACTER OF EXPENDITURE
ALL CHECKS LISTED HEREON •
TO BE MAILED TO KATE LUSTIG
CITY OF CARMEL ENGINEERING
ONE CIVIC'SQUARE rCARMEL IN 46032
317571 2432 KATE LUSTIG
AUnless Otherwise Stated
E&B Paving,Inc. $851,936.98 Project 10-10; Illinois Street Extension
17042 Middletown Avenue Invoice#5; PO#25297
Noblesville,IN 46060 Construction
TOTAL $851,936.98
1 of 5
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 05
For work done during the period of 711114 through 7131114
Item ' Description quantity this Total Quantity Unit TotallPay• Total Pay
°No j s�• - Estllnate to Dale •
Price this Estimate to Date ;_
$ ,'s',.,- ,,,:t''v.. -�.. F' 0,,- x., 5... :
,.. .,_:-,_ -,.y.. k, .,.:ir,.�
1 CONSTRUCTION ENGINEERING 0.15 LS 0.75 LS 575.000.00 $11,250.00_ $56,25000
2 MOBILIZATION AND DEMOBILIZATION 1,5 1.00 LS 5273,570.00 $273,570.00
3 _CLEARING RIGHT OF WAY 0.45 LS 0.95 LS 575,000.00 $33,750.00 $71,250.00
4 PAVEMENT REMOVAL SYS SYS 510.00
5 PAVED SIDE DITCH,REMOVE LFT LOT 58.50
6 CURB,CONCRETE,REMOVE LFT LFT 55.00
7 CURB AND GLITTER.REMOVE 15.00 LFT 2531.00 LFT 54.50 567.50 $11,389.50
8 INLET,REMOVE EA 9.00 EA 5415.00 $3,735.00
9 GUARDRAIL END TREATMENT.REMOVE EA EA $250.00
10 MAILBOX ASSEMBLT,REMOVE EA EA $300.00
11 LIGHT STANDARD AND FOUNDATION,REMOVE 3.00 EA 3.00 BA 5300.00 $900.00 $900.00
12 PIPE,REMOVE 221.00 LET 372.00 LOT $16.50 $3,646.50 $6,138.00
13 EXCAVATION,COMMON 11264.00_ CYS 21592.00 CYS $7,15 $80,537.60 5155,097.80
14 BORROW 1994.00 CYS 517300 CYS 51.00 $1,994.00 $5,173.00
15 TEMPORARY EROSION&SEDIMENT CONTROL,
CURB INLET PROTECTION 1.00 EA 17.00 EA $85.00 585.00 $1,445.00
16 TEMPORARY CHECK DAM,REVETMENT RIPRAP 26.13 TON 110.20 TON 526.50_ 5692.45 $2,920.30
17 TEMPORARY DITCH INLET PROTECTION _ 1.00 EA 1.00 EA 585.00 585.00 $8500
18 TEMPORARY MULCHING 1.15 TON 11.15 TON _ 5700.00 $805.00 57.805.00
15 TEMPORARY SEDIMENT TRAP TON 42.88 TON 526.50 $1,136.32
20 TEMPORARY SILT FENCE 1689.00 LFT 4346.00 LET 51,25 52,111.25 $5,432.50_
21 30 2 STONE. 100.86 TON 253.48 TON 517.25 51,739.84 54,372.53
72 SUEGRADE TREATMENT,TYPE IA 6069.70 SYS 6069 70 SSS 56.25 537,935.63 537,935.53
23 SUBGRAOE TREATMENT,TYPE 111.4 233.00 SYS 23300 SYS 56.10 51,421.30 51,421.30
24 STORMWATER QUALITY STRUCTURE,1.0 CES EA 2 00 EA 519.100.00 538,200.00
25 STORMWATER QUALITY STRUCTURE,1,6 CFS EA EA 525.150,00
26 STORMWATER QUALITY STRUCTURE,3.0 CFS 1.00 EA '1.00 FA 034210.00 539,250.00 539,250.GO
27 STRUCTURAL B.ACKFILL,TYPE 1 929.40 CYS 2233.04 CYS 521.13 $19,656.81 547,228.80
2R STRUCTURAL BACKFILL,TYPE 2 _ CYS CYS 527.15
29 CHEMICAL MODIFICATION,SOILS 1906.10 SYS 1906.10 SYS 55.45 510,388.25 $10,388.25
30 COMPACTED AGGREGATE,NO.53,BASE 98.25 TON 98.25 TON 520.00 51,965.00 51,965.00
31 COARSE AGGREGATE.NO 8 TON TON 540.00
32 COMPACTED AGGREGATE,10.63, TON TON $30.00
33 MILLING,ASPHALT,11('L IN SYS
`f ....
�IMPA ><-_ <_
35 HMA INTERMEDIATE.TYPE C,OG,19.0 MM 740.12 TON 740,12 TON $49.00 $36,265.88 536,265.88
36 HMA SURFACE,TYPE TON TON 586.30
37 HMA SURFACE.TYPE C TON TON_ $78.30
38 HMA INTERMEDIATE,TYPE A TON TON 559.00 .
34 HMA INTERMEDIATE,TYPE C TON TUN 553.00
40 HMA BASE,TYPE C 1901.91 TON 1901.91 TON 552.00_ $98,899.32 $98,899.32
41 FIMA FOR APPROACHES,TYPE B 59.45 TON 59.45 TON 575.00 54,458.75 54,458.75
42 ASPHALT FOR TACK COAT 0.35 TON 0.35 TON $1.00 $0.35 $0.35
43 CONCRETE PAVEMENT,TRUCK APRON,7' 381.00 SYS 381.00 SYS 547.52 $18,105.12 518,105.12
44 GUARDRAIL,REMOVE LFT LFT .$5.00 __45 GUARDRAIL END TREATMENT,OS EA EA 53,900.00
46 GUARDRAIL,W-BEAM,6 FT 3 IN SPACING LFT _ LET 530.09
47 CURB,CONCRETE,STRAIGHT 250.00 LFT 250.00 LFT 514.00 53,500.00 53,500.00
48 CURE RAMP,CONCRETE,C SYS SYS S117.00
49 CURE RAMP,CONCRETE,I. SYS SOS 5106.00
50 HANDRAIL,PEDESTRIAN I LIT 1.1,I 5141.00
51 CURB AND GUTTER,TYPE II 1685.20 LFT 1686 20 I,FT 512.00 520,234.40 520,234.40
52 :URBANE]GUTTER,TYPE IF 1222.701 LFT 1222 70 LET Si2.00 514,672.40 514,872.40
53 CURB,MODIFIED,ROLL 336.00 LOT 336,00 LET S15.00 55,376.00 55,37600
54 PEEP FOR APPROACHES,9 IN, S S 545.00
55 MAILBOX ASSEMBLY,SINGLE EA EA 5200,00
56 GEOTEXTILES 280.65 SYS 979.62 SYS 51.12 $314.33 $1,097.17
�57 RIPRAP,REVETMENT 61.80 TON 101,54 TON 521.00 S1,297.'80 $2,132.34
SR SCREENING WALL IS LS 5142,150.00 .
59 MOBILIZATION AND DEMOBILIZATION FOR
SEEDING 2.00 EA 2.00 EA 5200.00 $400100 $400 00
60 EROSION CONTROL BLANKET _ 2045.96 SYS 2045.96 SYS 51.17 52,393177 $2,393.77
61 SEED MIXTURE,T LEIS IRS 51.35
l
62 MULCHING MATERIAL TON TON 540000
63 WATER Kgal Kgal 51.00
64 TOPSOIL COS CYS 51.00
65 SODDING.NURSERY SYS SYS 53,10
2 of 5
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO, 05
For work done during the period of: 711/14 through 7131/14
66 IRRIGATION,CONDUIT,PVC,4 IN. 200.00 LFT 256.00 LET 011.40 52,280.00 52,918.40
67 FIELD OFFICE,C 1.00 MOS 5.00 1405 51,500.00 51,500.00 $7,500.00
STRUCTURE,REINFORCED CONCRETE BOX
68 SECTION5,9 FT 03 FT LET 150.00 LFT 5497.35 574,602.50
69 PIPE.RF.INFORCED CONCRETE.CIRCULAR,1210 263.50 LFT 769.50 LFT 033.25 $8,751.38 525,585313
70 PIPE.REINFORCED CONCRETE,CIRCULAR,15 IN 16.50 LET 16.50 LET 536.10 5594.00 $594.00
71 PIPE,REINFORCED CONCRETE,CIRCULAR,I8 1N 9.75 LET 565.25 LET $39.00 5380.25 522,044.75
72 FIFE REIN•FORCED CONCRETE,CIRCULAR.24 IN 206.50 LET 299.00 LET 551.00 _ 510,531.50 515,249.00
73 PIPE,REINFORCED CONCRETE.CIRCULAR,30 IN 74.00 LET 74.00 LET 07600 35,624.00 05,624.00
74 PIPE,REINFORCED CONCRETE.CIRCULAR,361N LFT 196.60 LET 587.00 $17,121.60
75 PIPE.REINFORCED CONCRETE,CIRCULAR,541N 159.00 LFT 159.00 LET S138.00 521,942.00 521,942.00
76 FIFE,REINFORCED CONCRETE,CIRCULAR,60 IN LET LET_ $191.00
77 VIDEO INSPECTION FOR PIPE LET LET 51.20 _
7B PIPE,TYPE 4 CIRCULAR 6 IN 1287.00 LFT 1287.00 LET 55.20 56,692.40 $6,602.40
79 _AGGREGATE FOR UNOERORAINS 110.68 CYS 110.68 CYS $32.00 53,541.76 $3,541.76
BO VIDEO INSPECTION FOR UNDERDRAI NS LET LET 50.95
61 GEOTEXTILES FOR UNDERDRAIN 926.66 SYS 926.66 SYS $1.00 5926.66 $926.66
82 1NLET,CAP _ EA EA $460.00
83 INLET,E7 EA 1.00 EA 51,270.00 51,275.00
84 INLET,F7 EA EA 01,300.00
85 INLET,Il0 3.00 EA 5.00 EA $1630.00 54,800.00 $8,000.00
BE INLET,M10 1.00 EA 4.00 EA $1,600.00 $7,600.00 $6,400.00
87 CATCH BASIN,E7 1.00 EA 1.00 EA $1,500.00 $1,500.00 $1,500.00
138 CATCH BASIN,K10 4.00 EA 9.00 EA $1,700.00 $6,800.00_ 515,300.00
89 PIPE CATCH BASIN,is IN EA EA $1,300.00 .
90 MANHOLE,C4 2.00 EA 12.00 EA $1,800.00 53,600.00 $21,600.00
91 MANHOLE,L4 1.00 EA 1.00 EA $5,900.00 55,900.00 55,900.00
92 MANHOLE,J4 3.00 EA 6.00 EA 52,900.00 58,700.00 $17,400.00
93 CATCII BASIN,MI0 3.00, EA 3.00 EA 51,900.00, 55,700.00 55,70000
STRUCTURE,REINFORCED CONCRETE THREE-
9a
SIDED SECTIONS.240 IN X 72 IN 63.67 LFT 142.79 LFT 52.029.50 5129,218.27 $289,792.31
95 SANITARY STRUCTURES,ADJUST TO GRADE EA EA 0920.00 _
96 PUMP-AROUND EA 1.00 EA 012,000.00 $12.000.00
97 ROAD CLOSURE SIGN ASSEMBLY 5.00 EA 18.00 EA 0270,00 51,350.00 $4,860.00
98 DETOUR ROUTE MARKER ASSEMBLY EA 18.00 EA 0100.00 51,800.00
99 CONSTRUCTION 51011,A EA 11.00 EA 5200.00 $2.20000
100 MAINTAINING TRAFFIC 0.15 LS 0 75 1.5 $33,866.61 53,579.99 $17,889.96
101 BARRICADE,1118 LET 224.00 LFT $41100 52,240.00
j 02 DECORATIVE STREET SIGN ASSEMBLY EA EA $1,425.00
103 SIGN POST.SQUARE,TYPE.I.REINFORCED
ANCHOR BASE LET LET Si1.00
104 SIGN,SHEET,WITH LEGEND 0.GES"THICKNESS SFT SET 014.00
105_SIGN,SHEET,WITH LEGEND 0.100"THICKNESS SET SET 515.00 -
DECORATIVE STREET LIGHTING,WIRING AND
106 INSTALLATION FA EA 50.875.00
107 CABLE INTERDUCT 615.00 LEE 615.00 LET $9.50 55,842.50 $5,842.50
108 LIGHTING POWER DISTRIBUTION PANEL EA FA 50.200,00
109 HANDHOLE,LIGHTING 7.00 FA 7.00 EA 5600.00 $4,200.00 $4,200.00
11.0 CONDUIT,STEEL,GALVANIZED,2 IN 185.00 LFT- 185.00 LFT $10.50 $1,942.50 $1,942.50
WIRE,NO 6 COPPER 114 PLASTIC DUCT,IN
111 CONDUIT 4 1/C LFP LET 57,25 _
112 WIRE,NO 0 COPPER IN PLASTIC DUCT,IN
TRENCH.4 1/C LFT , LET 57.25 _
113 HANDHOLE 2.00 EA 2.00 EA 5850.00 51,700.00 51,700.00
TRANSVERSE.MARKING,THERMOPLASTIC,
114 "SHARKS TEETH" LFT LET $5.00
115 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3
FT STRIPE-3 FT GAP _ LET LET $2.00 _
116 LINE.THERMOPLASTIC,BROKEN,WHITE,6111,3
FT STRIPE-3 FT GAP LET LET $1.00 _
PAVEMENT MESSAGE MARRING,
117 THERMOPLASTIC.FISHHOOK LANE INDICATION
_ ARROW EA ER 000.07 _
TRANSVERSE MARKING THERMOPLASTIC
118 CROSSWALK,WHITE 24" LFT LET 56.00
119 LINE.THERMOPLAST1C,BROKEN.WHITE,415 LET LET 50.60
120 LINT-.THERM 1'I.ASTIC,SOLID,WHITE,'I IN. LET LFT $0.50 ,
121 _LINE.THERMOPLASTIC.SOLID,YELLOW,4 IN LET-- LFT $0.60 _
122 PAVEMENT MESSAGE MARKING.
THERMOPLASTIC,LANE INDICATION ARROW EA EA 550.00
123 SNOWPLOWAULE RAISED PAVEMENT MARKER EA EA $200.00
124 GENERAL CONDITIONS LS LS 55,000.00
125 IMPORTED FILL CYS CYS 56.65 _
126 GRADING CYS 7800.00 CYS 56.50_ 550,700.00
127 ASPHALT SURFACE COURSE __TON TON 587.63
128 ASPHALT INTERMEDIATE COURSE _ TON TON $69.60
129 8S3 CRUSHED LIMESTONE. TON TON $20.00_
130 36-RCP STORM WATER PIPE LET 256.00 LFT -., 580.00 520,480.00
3ot5
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO, 05
For work done during the period of: 711/14 through 7/31/14
131 CONCRETE END SECTION EA 6.00 EA 51.410.00 58.460.00
132 6 FOOT PRECAST WALL SYSTEM 1575.00 LOT 1575.00 LFT 5143,00 0225,225.00 5225.225.00
133 B FOOT PRECAST WALL SYSTEM LFT LET 5197.43
131 SEGMENTAL BLOCK WALL. FF 138.20 OF 535.00 64,53700
135 IRRIGATION SYSTEM LS LS 197,000.00
136 OVERSIZED COBBLE STONE CIS CYS 5:00.00
137 LARGE MERAAIEC STONE CYO CYS 590.00
136 STONE BARK CY5 CYS 9130.00
139 RIP RAP CYS 80.33 CYS 561.00 54,900.13
140 MESIC PRAIRIE MIX AC AC 53,820.00
141 LOW STATURE PRAIRE MIX AC AC $3,155.00
142 YARROW SEED 0.28 AC 0.28 AC 51,960.00 $548.80 $548.80
143 CREEPING RED FESCUE OFT SOT 50.10
144 TURF SEED 20928.30_SF' 20928.30 SFT $0.10 52,092.83 $2,092.83
11S GINKGO IMALEJ CA 7.00 EA 5400.00 52,800.00
146 SWAMP WHITE OAK EA EA $350.00
147 RED OAK EA 14.00 EA 5330.00 $4,620.00
148 DOWNY SERVICEBERRY EA 22.00 EA 5160.00 53.520.00
149 KOO5A DOGWOOD EA 7.00 EA $190.00 $1,330.00_
150 EASTERN REDRUD EA 20.00 EA $165.00 $3,300.00
151 KWANZAN CHERRY EA EA $165.00
152 WHITE PINE EA EA 0185.00
153 BLACK CHOKEBERRY _ EA _ EA $45.00
154 KARL FOERSTER REED GRASS EA EA $23.00 _
15.0 ARTIC FIRE DOGWOOD EA EA 537.00
156 GREY OWL JUNIPER EA EA 537,00
157 HAMELIN DWARF FOUNTAIN GRASS EA EA $15.00
150 NINEBARK EA EA 540.00 _
159 DAPPLED WILLOW EA EA 640.00
160 DWARF DELPHINIUM 6A EA 54.30 _
161 KIM'S KNEE HIGH CONEFI.OWER EA EA 514.00
162 IOLYENE NICHOLE UAY1.11,Y EA_ EA 513.60 -
163 EVERGREEN CANDY-TUFT EA FA 54.20
164 CLACK EYED SUSAN EA 04 014.00
165 TEMPORARY SILT FENCE 450.00 LFT 2298.00 LOT' 01,25 5562.50 $2,872.50
166 EROSION CONTROL BLANKET _ ' SET SOT 50.20
157 INLET PROTECTION EA 13.00 EA 5150.00 $1,950.00
168 PEDESTRIAN STOP SIGN I EA EA 5200.00
169 18 IN THERMOPLASTIC STOP BAR LFT LFT 56,00
170 WEED BARRIER FABRIC SOT SOT 50.16 .
171 DOUBLE SHREDDED HARDWOOD MULCH C05 10,00 CYS S60.00 $600.00
172 STEEL EDGING LET LFT _ $5.25 ,
173 AUSTRIAN PINES(PINES NIGRAJ EA EA $200.00
TOTAL _ 5931,835.56, $1,960,755.89
2.
-
'ALTERNATE BIDA _ _
Al CONSTRUCTION ENGINEERING LS LS $10,000.00
02 MOBILIZATION AND DEMOBILIZATION LS LS 544,400.00
A3 CLEARING RIGHT OF WAY LS 0.60 LS 57,000.00 54,200.00
A4 CURB,CONCRETE.REMOVE _ I.Fr LFT 55.00
AS CURB AND GUTTER,REMOVE. LOT LOT 54.50
Al INLET,REMOVE CA _ EA 5415.00 .
A7 LIGHT STANDARD AND FOUNDATION,REMOVE EA EA 5300.00
A7A LIGHT STANDARD,REMOVE EA 4.00 EA $300.00 57,200.00
A8 PIPE,ABANDON AND GROUT FILL LFT _ LFT 511.00
AN EXCAVATION,COMMON CYS CYS 523.00
TEMPORARY EROSION&SEDIMENT CONTROL.
Al 0 CURB INLET PROTECTION EA 12.00 00 580.00 51,020.00
All TEMPORARY SILT FENCE LF1 LOT $1.20
312 NO 2 STONE TON TON 97.25
413,SUBCRAOE TREATMENT.TYPE.1 I SYS I SOS $6.24
4 of 5
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 05
For work done during the period of: 711114 through 7131114
Al 4 SUBGRADE TREATMENT.TYPE IIIA SYS SYS S12.00
MS STRUCTURAL BACKFILL,TYPE 1 CYS CYS 523.15
A16 CHEMICAL MODIFICATION.SOILS SYS SYS 55.45
417 COMPACTED AGGREGATE,NO.53,BASE TON TON $20.00
A18 COARSE AGGREGATE,NO 8 TON TON 540.00
A19 MILLING.ASPHALT,11/2 IN SYS SYS $0.90
A20 PROFILOGRAPH,HMA LS LS 51.00
A21 IIMA.INTERMEDIATE,TYPE C,CG,19.0 MM TON TON $52.00
A22 HMA SURFACE,TYPE A TON TON 5106.00
A23 11MA SURFACE.TYPE C TON TON $65.00
A24 HMA INTERMEDIATE,TYPE A TON TON 568.00
A25 HMA INTERMEDIATE,TYPE C TON TON $52.00
A26 HMA BASE,TYPE C TON TON $49.00
A27 ASPHALT FOR TACK COAT TON TON 51.00
A28 CURB RAMP,CONCRETE,TYPE C SYS SYS $113.00
A29 CURB RAMP,CONCRETE,TYPE K SYS SYS 3130.00
A30 CURB AND GUTTER,TYPE II LFT LFT 512.00
A31 CURB AND GUTTER,TYPE III LFT LFT $12.00
A32 PCCP FOR APPROACHES.9 IN. SYS SYS 552.00
MOBILIZATION AND DEMOBILIZATION FOR
A33 SEEDING EA EA 5200.00
A34 SEED MIXTURE,T LBS LBS S1.35
A35 MULCHING MATERIAL TON TON $400.00
436 WATER Kgal ,Kgal 11.00
A37 TOPSOIL CYS CYS 31.00
A38 SODDING,NURSERY SYS SYS S3.11
A39 PIPE,REINFORCED CONCRETE,CIRCULAR 12 IN LE-F LFT $33.25
A40 PIPE,REINFORCED CONCRETE,CIRCULAR 18 IN LFT LET $45.00
A41
PIPE,REINFORCED CONCRETE.CIRCULAR 21 IN LFT LET 576.00
Al2 PIPE,REINFORCED CONCRETE,CIRCULAR 24 IN LFT LFT $60.00
A43 VIDEO INSPECTIO FOR PIPE LFT LFT 52.00
A44 PIPE,TYPE 4 CIRCULAR 6 IN LFT LFT $5.20
A45 AGGREGATE FOR UNDERDRAINS CYS CYS $32.00
A46 GEOTEXTILES FOR UNDERORAIN SYS SYS S0.95
A47 CASTING,ADJUST TO GRADE EA EA 5665.00
A48 INLET,CAP EA EA $460.00
A49 INLET,J10 EA EA 31,600.00
ASO INLET M10 EA EA 51,600.00
A51 MANHOLE.C4 EA EA $1,800.00
A52 MANHOLE,J10 EA EA $3,300.00
A53 ROAD CLOSURE SIGN ASSEMBLY EA EA S270.00
A54 DETOUR ROUTE MARKER ASSEMBLY EA EA $65.00
A55 CONSTRUCTION SIGN,A EA _ BA $100.00
A56 MAINTAINING TRAFFIC LS LS 56,064.97
AS7 BARRICADE,III-B LFT LET S10.00
SIGN POST,SQUARE,TYPE I.REINFORCED
A58 ANCHOR BASE LFT LFT $11.00
AS9 SIGN,SHEET.WITH LEGEND 0.080 IN THICKNESS SF SF 314.00
460 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SF SF 515.00
DECORATIVE STREET LIGHTING,WIRING AND
461 INSTALLATION EA EA 58,300.00
A62 CABLE INTERDUCT LFT LET $9.50
A63 HANDHOLE,LIGHTING EA EA 5600.00
464 CONDUIT,STEEL,GALVANIZED,2 IN LFT LET 510.50
WIRE,NO 6 COPPER IN PLASTIC DUCT,IN
A65 TRENCH,4 1/3 LFT LET $7.25
A66 HANDHOLE EA EA 5850.00
WIRE.NO 6 COPPER IN PLASTIC DUCT,IN
A67 CONDUIT 41/3 LFT LFT 57.25
TRANSVERSE MARKING THERMOPLASTIC
A68 CROSSWALK,WRITE 24" LFT LET S10.00
469 LINE.THERMOPLASTIC,BROKEN,WHITE,4 IN LFT LET 51.00
A70 LINE,THERMOPLASTIC,SOLID,WHITE,4IN. LET LFT $1.00
5 o15
CITY OF CARMEL
CARMEL-ILLINOIS STREET EXTENSION
PROJECT NO.10-10
PROGRESS PAY ESTIMATE NO. 05
For work done during the period of: 7/1/14 through 7/31/14
A71 LINE.THERMOPLASTIC,SOLID,YELLOW,4 IN LFT LFT SLOE
TRANSVERSE MARKING THERMOPLASTIC STOP
A72
LINE,24' LFT LET 510.00
PAVEMENT MESSAGE MARKING.
A73 THERMOPLASTIC,LANE INDICATION ARROW EA EA 550.00
PAVEMENT MESSAGE MARKING,
A74 THERMOPLASTIC,WORD.-ONLY" EA EA 5100.00
A7$ SNOWPLOWABLE RAISED PAVEMENT MARKER EA EA 5200.00
A76 SIGNAL SUPPORT FOUNDATION,36 IN X 144 IN EA EA 52,100.00
A77 SIGNAL STRAIN POLE,STEEL,30 FT EA EA 54,500.00
478 HANDIIOI.E.SIGNAL EA EA 5875.00
CONDUIT,STEEL.GALVANIZED.2 IN,
A79 UNDERGROUND LET LFT 510.50
A80 SIGNAL CABLE.IC/14 GA LFT LFT 50.15
CONTROLLER AND CABINET,MASTER.MENU
A81 DRIVEN,8 PHASE EA EA 58,665.00
TRAFFIC SIGNAL HEAD.3 FACE,12 IN RED,
A82 AMBER,GREEN LA EA $620.00
A83 TRAFFIC SIGNAL HEAD.5 FACE,12 IN RED,
AMBER,GREEN,AMBER ARROW,GREEN ARROW EA EA 5925.00
A84 SPAN,CATENARY,AND TETHER EA EA 51,700.00
A8S DISCONNECT HANGER EA EA 5275.00
A86 SIGNAL CABLE,SC/14 GA LET LET 51.50
487 SIGNAL CABLE,7C/14 GA LFT LFT 51.65
488 SIGNAL CABLE,3C/8 GA LFT LET 52.50
A89 SIGNAL CABLE,2C/16 GA.SHIELDED LFT LFT 50.75
A90 SIGNAL DETECTOR HOUSING EA EA 5850.00
A91 SAW CUT FOR ROADWAY LOOP AND SEALANT LFT LFT $6.00
A92 CONTROLLER CABINET FOUNDATION,P1 EA EA 31,025.00
A93 SIGNAL SERVICE EA , EA $800.00
A94 LOOP DETECTOR DELAY AMPLIFIER.2 CHANNEL EA EA 5250.00
MISCELLANEOUS EQUIPMENT FOR TRAFFIC
A95 SIGNALS LS LS 5500.00
TOTAL ALTERNATE BID A _ $6,420.00
CHANGE ORDERS ITEMS
CO1 R10-10 IRRIGATION REPAIR 0.90 LS - 0.90 LS 56,296.00 $5,666.40 $5,666.40
CO2 STREET DEPT IRRIGATION AT SPLITTERS 0.90 LS 0.90 LS 510,105.20 $9,094.68 $9,094.68
CO3 LS LS
514,761.08 $14,761.08
TOTAL BASE,ALTERNATE A AND ANY ADDITIONAL ITEMS I $946,596.54 1 51,981,936.97
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $946,596.64
TOTAL PAY TO DATE $1,981,936.97
DEDUCT 10%RETAINAGE $198,193.70
DEDUCT PREVIOUS NET PAY ESTIMATES $931,806.30
NET PAY ESTIMATE NO. 05 5851,936.98
CrossRoad Engineers, PC 's // ill/4 te
Inspecting Firm r ap p
EBB Paving, Inc. , ,,44.1.1...- — a- _o –/c/
Contractor By Date