168251 01/21/2009 CITY OF CARMEL, INDIANA VENDOR: 356231 Page 1 of 1
ONE CIVIC SQUARE YARDBERRY LANDSCAPING EXCAV_ CHECK AMOUNT: $100,608.92
e CARMEL, INDIANA 46032 9940 SOUTH 100 WEST
ANDERSON IN 46017 CHECK NUMBER: 168251
CHECK DATE: 1/21/2009
DEPARTMENT ACCOUNT PO NUMBER INV OICE NUMBER AMOUNT DESCRIPTION
2200 R4462200 19775 100,608.92 MAIN STREET SIDE PATH
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CONSTRUCTION PROJECT INVOICE
DATE: January 13, 2009
COMPANY NAME: Yarberry Landscape Excavating Company
AND ADDRESS 9940 South 1000 West
Anderson, IN 46017
TELEPHONE NO.: (765)- 620 -0981
FAX NO.: (765)- 378 -0376
PROJECT NAME: Main Street Sidepath Phase 1 Guilford Rd. to 4 Ave. SW
INVOICE NO.: 3
Construction pay items as per Progress Pay Estimates No. 3 as shown on the
attached invoice for work completed between the dates of December 1, 2008 to
December 31, 2008.
TOTAL PAY THIS ESTIMATE: $111,787.69
DEDUCT 10% RETAINAGE: $11,178.77
TOTAL NOW DUE: $100,608.92
Submitted by CrossRoad Engineers, PC
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Project Represents e signed name Date
Lance Stahley
Project Representative printed name
1 of 2
CITY OF CARMEL
Main Street
Sidepath
PROGRESS PAY ESTIMATE NO. 03
For work done during the period of: 12/1/08 through 12/31/08
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I Mobilization /Demobilization 0.25 LSUM 1.00 LSUM $12,500.00 $3,125.00 $12,500.00
2 Construction Engineering 0.25 LSUM 1.00 LSUM $8,000.00 $2,000.00 $8,000.00
1 3 lClearino 0.25 LSUM, 1.00 LSUM, $20,000.00 $5,000.00 $20,000.00
4 Trees, 6", Remove EA 4.00 EA 1 $500.00 $2,000.001
5 Headwalls and Partial Stone Wall, Remove LSUM 1.00 LSUM $2,500.00 $2,500.00
6 Valve Covers, Adjust to Grade EA 2.00 EA $500.00 $1,000.001
7 B-Borrow for Structure Backfill CYD 235.60 CYD $22.00 $5,183.20
8 Flowable BackFill for Pipes CYD CYD $115.00
9 Storm Sewer Pipe, 12" 40.00 LFT 461.00 LFT $45.00 $1,800.00 $20,745.00
10 -Storm Sewer Pipe, 18" LFT 450.00 LFT $50.00 $22,500.00
11 Draintile, PVC, 4' 18.00 LFT 18.00 LFT $25.00 $450.00 $450.00 1
12 Arch CMP, 95x67 16.00 LFT 16.00 LFT $237.00 $3,792.00 $3,792.00
13 Inlet E-7 EA 6.00 EA $1,450.00 $8,700.00
14 Inlet J-10 EA 7.00 EA $1,450.00 $10,150.00
15 Manhole C-4 EA 3.60 EA $1,800.00 $6,480.00
16 Cored Holes in Structures EA 2.00 EA $800.00 $1,600.00
17 Class A Concrete for Structures 20.00 CYD 20.50 CYD $975.00 $19,500.00 $19,987.50
18 Geotextile 45.28 SYD 45.28 SYD $5.00 $226.40 $226.40
19 Class 11 Riprap 16.45 TON 16.45 TON $60.00 $987.00 $987.00
20 Curb Ramps incl. truncated domes 5.17 syb 103.24 SYD $130.00 $672.10 $13,421.20
21 4" Concrete Sidewalk 383.66 SYD 1552.36 SYD $49.00 $118,799.34 $76,065.64
22 Concrete Sidewalk Removal SYD 109.56 SYD $10.00 $1,095.60
23 Concrete Curb Gutter 99.00 LFT 889.50 LFT $20.00 $1,980.00 $17,790.00
24 l Concrete Curb LFT 307.00 LFT $24.00 $7.368.00
25 Concrete Curb or C&G Removal LFT 212.00 LFT $5.00 $1,060.00
26 Concrete Pavement for Drive, 6" 36.08 SYD 229.49 SYD $52.00 $1,876.16 $11,933.48
27 Modular Block Retaining Wall 70.00 LFT 70.00 LFT $125.00 $8,750.00 $8,750.00
28 Rebuilt Stone Wall 23.00 LFT 23.00 LFT $130.00 $2,99-0.0-0- $2,990.00
29 Pedestrian Railing 36.00 LFT 36.00 LFT $193.00 $6,948.00 $6,948.00
30 Flowable Backfill for Roadway Patching 19.74 CYD 47.24 CYD $115.00 $2,270. 0 $5,432.60
31 -Linear Grading 875.00 LFT 2375.00 LFT $10.00 $8,750.00 $23,750.00
32 IUnsuitable Materials Remove/Replace (undistrib 35.00 CYD 35.00 CYO $35.00 $1,225.00 $1,225.00
33 Compacted A g. For Base, 53 131.74 TON 599.78 TON $24.00 $3,1161.76 $14,394.72
34 HMA Surface for Road Patching 20.97 TON 20.97 TON $115.00 $2,411.55 $2,411.55
35 Maintenance of Traffic 0.34 LSUM I 1.00 LSUM $10,000.00 $3,400.00 $10.000.00
36 Construction Signs, A EA 16.00 EA $200.00 $3,200.00
37 Barricade, Type III (undistributed) EA EA $125.00
38 Silt Fencina LFT 930.00 LIFT $4.00 $3,720.00
39 Construction Fencing LFT LFT $7.00
1 40 IDitch Inlet Protection EA EA $125.00
41 Curb Inlet Protection EA EA $125.00
42 Tree Protection Trimming 0.25 LSUM 1.00 LSUM $4,800.00, $11,200.00 $4,800.00
43 Topsoil (undistributed) 14.00 CY 70.00 CY $40.00 $560.00 $2,800.00
44 Sod, Nursery 1703.32 SYD 2903.32 SYD $4.00 $6,813.28 $11,613.28
45 Water LSUM LSUM $1,000.00
46 Signs, Relocate 2.001 EA 1 7.00 EA $200.00 $400.00 $1,400.00
47 Mailbox, Relocate 1 8.001 EA 1 10.00 EA $150.00 $1,200.00 $1,500.00
1 48 jQC Testing /Videotaping I 0.50 LSUM 1.00 LSUM $3,000.00 $1,500.00 $3,000.00
$111,787.69 1 $383,470.17
2of2
CITY OF CARMEL
Main Street
Sidepath
PROGRESS PAY ESTIMATE NO. 03
For work done during the period of: 12/1108 through 12/31108
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $111,787.69
TOTAL PAY TO DATE $383,470.17
DEDUCT 10% RETAINAGE $38,347.02
DEDUCT PREVIOUS NET PAY ESTIMATES $244,514.23
NET PAY ESTIMATE NO. 03 $100,608.92
CrossRoad Engineers, PC f Zd�v
Inspecting Firm By Date
Yarberry Landscape Excavating Company Gam— 5
Contractor By 'Date yAa- BCau,�/
Prescribed by State Board of Accounts ACCOUNTS PAYABLE VOUCHER City Form No. 201 (Rev. 1995)
CITY OF CARMEL
An invoice or bill to be properly itemized must show: kind of service, where performed, dates service rendered, by
whom, rates per day, number of hours, rate per hour, number of units, price per unit, etc.
Payee
'Xardberry Landscape Excavating
Purchase Order No.
9940 South 1000 West
Terms
Anderson, IN 46017
Date Due
Invoice Invoice Description Amount
Date Number (or note attached invoice(s) or bill(s))
01/05/09 Pay App #3 Main Street Sidepath Phase 1 Gford to 4th Ave SW $100,608.92
Total
I hereby certify that the attached invoice(s), or bill(s), is (are) true and correct and I have audited same in accordance
with IC 5- 11- 10 -1.6.
20
Clerk- Treasurer
VOUCHER NO. WARRANT NO.
ALLOWED 20
IN SUM OF
9940 South 1000 West
Anderson, IN 46017
$100,608.92
ON ACCOUNT OF APPROPRIATION FOR
Department of Engineering
Board Members
PO# or INVOICE NO. ACCT #/TITLE AMOUNT
DEPT. I hereby certify that the attached invoice(s), or
bill(s) is (are) true and correct and that the
ay App 2200-R4462200 2
materials or services itemized thereon for
which charge is made were ordered and
received except
20
Signature
Cost distribution ledger classification if Title
claim paid motor vehicle highway fund