HomeMy WebLinkAbout208727 05/10/2012 voided CITY OF CARMEL, INDIANA VENDOR: 00350978 Page 1 of 1
ONE CIVIC SQUARE THE HUNT PAVING COMPANY INC
i CHECK AMOUNT: $14,031.50
CARMEL, INDIANA 46032 2450 S TIBBS AVE
PO BOX 42517 CHECK NUMBER: 208727
INDIANAPOLIS IN 46242 -0517
CHECK DATE: 5/10/2012
DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION
206 R4462300 27453 13 14,031.50 106TH /HAVERSTICK REPL
CONSTRUCTION PROJECT INVOICE
DATE: May 1, 2012
COMPANY NAME: Central Engineering Construction
AND ADDRESS 3862 North Commercial Parkway
Greenfield, Indiana 46140
TELEPHONE NO.: (317)- 894 -1990
FAX NO.: (317)- 894 -1890
PROJECT NAME: 106 Street Drainage Improvements
PROJECT NO.: 10 -06
INVOICE NO.: 13
Construction pay items as per Progress Pay Estimate No. 13 as shown on the
attached invoice for work completed between the dates of February 20, 2012 to April
30, 2012.
TOTAL PAY THIS ESTIMATE: $14,770.00
MINUS 5% RETAINAGE: H $738.50
TOTAL NOW DUE: $14,031.50
Submitted by CrossRoad Engineers, PC
//Z—
Project Representati e signed name Date
Lance Stahley
Project Representative printed name
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CITY OF CARMEL
106th Street and Haverstick Rd Drainage Improvements and Culvert Replacement
PROJECT NO. 10 -06
PROGRESS PAY ESTIMATE NO. 13
For work done during the period of: 2120/12 through 4130/12
Item DescnpUOn t� Quantity this Totai Quantity Und Total Pay Total Pay
Nod���� e estimate to Date Pncethrs Estimate �to�Date
1 Mobilization Demobilization I LS 1.00 LS $30,680.00 $30,680.00
2 Maintenance of Traffic LS 1.00 LS $5,000.00 $5,000.00
3 Clearing Right of Way LS 1.00 LS $38,000.00 $38,000.00
4 Sanitary Lateral, Replace Undistributed LFT 8.00 LFT $120.00 $960.00
5 Guardrail, Remove and Replace LS 0.50 LS $2,900.00 $1,450.00
6 Linear Ditch Grading LFT 573.00 LFT $4.00 $2,292.00
7 Manhole, Type C EA 1.00 EA $1,610.00 $1,610.00
8 Manhole, Type J EA 4.00 EA $5,800.00 $23,200.00
9 Manhole, Type K EA 2.00 EA $3,800.00 $7,600.00
10 Manhole, Type M EA 1.00 EA $6,500.00 $6,500.00
11 17' RCP LFT 94.00 LFT $49.00 $4,606.00
12 15" RCP LFT 31.00 LFT $52.00 $1,612.00
13 18" RCP LFT 5.00 LFT $67.00 $335.00
14 16" HDPE LFT 6.00 LFT $64.00 $384.00
15 30"RCP LFT 389.00 LFT $98.00 $38,122.00
16 4a'x68 Elliptical RCP LFT 78.00 LFT $210.00 $16,380.00
17 29" x 45" Elliptical RCP LFT 211.80 LFT $138.00 $29,228.40
18 Reinforced Concrete Box 4' X 14' LFT 100.00 LFT $850.00 $85,000.00
19 Reinforced Concrete Box 4'X 13' LFT 121.00 LFT $820.00 $99,220.00
20 Reinforced Concrete Box 4' X 11' LFT 71.00 LFT $645.00 $45,795.00
21 Reinforced Concrete Box 4'X 10' LFT 55.00 LFT $600.00 $33,000.00
22 lReinforced Concrete Box 4'X 8' LFT 104.00 LFT $460.00 $47,840.00
23 Mechanically Core Structure EA 4.00 EA $1,500.00 $6,000.00
24 Reinforced Concrete Headwall LS 1.00 LS $60,000.00 $60,000.00
25 Handrail 105.501 LFT 245.75 LFT $140.00 $14,770.00 $34,405.00
26 Flowable Fill CYS 434.00 CYS $69.00 $29,946.00
27 Rip Rap, Class 2 TON 434.10 TON $25.00 $10,852.50
28 Geotextiles SYS 559.01 SYS $115 $698.76
29 HMA Surface, 9.5 mm TON TON $220.00
30 HMA Intermediate, 19.0 mm TON TON $600.00
31 PCCP, 12 IN. SYS 452.83 SYS $41.00 $18,566.03
32 PCCP for Driveways, 6IN. SYS 28.26 SYS $28.00 $791.28
33 Compacted Agg. No. 53, Base TON 20.00 TON $56.00 $1,120.00
34 Concrete, Roll Curb LFT 279.30 LFT $22.00 $6,144.60
35 Concrete Sidewalk, 4IN. SYS 120.70 SYS $18.00 $2,172.60
36 Nursery Sodding SYS SYS $5.00
37 Erosion Control Measures LS 1.00 LS $5,541.00 $5,541.00
38 Topsoil Undistributed SYS SYS $0.50
39 Topsoil Undistributed CYS 90.00 CYS $20.00 $1,800.00
40 Temporary Pum around LS 1.00 LS $12,160.00 $12,160.00
41 Road Closure Sign Assembly EA 8.00 EA $470.00 $3,760.00
42 Detour Route Marker Assembly EA 16.00 EA $250.00 $4,000.00
43 Construction Sign. A EA 16.00 EA $250.00 $4,000.00
44
Barricade, III -B LFT 316.00 LFT $25.00 $7,900.00
•45 Field Order #2 LS 1.00 LS $5,188.34 $5,188.34
•46
Hydro Excavating LS 1.00 LS $15,176.19 $15,176.19
•47 Undercut LS 1.00 LS $4,568.85 $4,568.85
•48 Mulched Seeding SYS 2881.68 SYS $1.84 $5,302.29
•49 Additional Mobilizations EA 1.00 EA $3,366.37 $3,366.37
•50 Sanitary Relocate/Repair Structure 12 LS 1.00 LS $2,414.18 $2,414.18
•51 Field Engineered Culvert depth/relay depth/relay costs LS 1.00 LS $1,826.53 $1,826.53
$14,770.00 $766,514.92
2 or 2
CITY OF CARMEL
106th Street and Haverstick Rd Drainage Improvements and Culvert Replacement
PROJECT NO. 10-06
PROGRESS PAY ESTIMATE NO. 13
For work done during the period of: 2120112 through 4130112
P
itlii
a
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE $14,770.00
TOTAL PAY TO DATE $766,514.92
DEDUCT 5% RETAINAGE $38,325.75
DEDUCT PREVIOUS NET PAY ESTIMATES $714,157.68
NET PAY ESTIMATE NO. 13 $14,031.50
CrossRoad Engineers, PC
In5pectIng Firm By 'Dais
Central Engineering Construction W. A V Lu- I I
Contractor By Date
Prescribed by State Board of Accounts City Form No. 201 (Rev. 1995)
ACCOUNTS PAYABLE VOUCHER
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
Hunt Paving Co. Purchase Order No.
POB 42517 Terms
Indianapolis, IN 46242 -0517 Date Due
Invoice Invoice Description
Date Number (or note attached invoice(s) or bill(s) Amount
5/1/2012 13 Haverstick and 106th Drainage Improvement 14,031.50
Total 14,031.50
1 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
Hunt Paving Co.
IN SUM OF
POB 42517
Indianapolis, IN 46242 -0517
14,031.50
ON ACCOUNT OF APPROPRIATION FOR
Board Members
PO# or INVOICE NO. ACCT /TITLE AMOUNT
DEPT# I hereby certify that the attached invoice(s), or bill(s) is
27453 13 206- r4462300 14031.50 (are) true and correct and that the materials or services
itemized thereon for which charge is made were ordered
and received except
5/7/2012
Signature
City Engineer
Cost Distribution ledger classification if claim paid motor vehicle Title
highway fund