HomeMy WebLinkAboutRieth-Riley/Eng/CO #2/17,288.45/Shelborne Road Multi-Use Path - Project #16- ENG - 69 City of Carmel Project 16- ENG-69
Shelborne Road Multi- Use Path
•
CHANGE ORDER#2 bCit
Additional change order items:
• Item 52-Add temporary mulch for erosion control from the winter of 2018 through the spring of
2019 due to not being able to finish the project in 2018 due to weather issues
• Item 53- Replace and adjust castings on two existing manholes in the multi-use path to comply
with specifications
• Item 54-Add 10"CMP end sections due to design revisions for adding a drive pipe and changing
the size of a pipe
• Item 55-Add wedge and level at four curb ramp locations to comply with ADA requirements
• Item 56-Add a catch basin on the north side of Sedgemoor Circle between Shelborne Road and
the multi-use path for pedestrian safety due to existing steep slopes
• Item 57-Add topsoil to grade an existing ditch to drain
• Item 58-Add erosion control blanket to areas where seed has washed away on steeper slopes
and around structures
• Item 59-Add asphalt repairs split with the contractor for areas of the path that failed a proof-roll
on the intermediate lift of asphalt in the spring of 2019 after paving in the late fall of 2018
• Item 60 -Add credit for damage to the surface of the east edge of the path from the contractor's
saw-cutting operations in front of Mr. Snyder's property
Contract Price prior to this Change Order $588,922.20
Contract Price will be increased/decreased by this Change Order $17,288.45
New Contract Price including this Change Order $606,210.65
Amount Adjusted Contract Cumulative%Change
Price from Original Contract
Original Contract $563,174.84 $563,174.84 N/A
CO1 $25,747.36 $588,922.20 4.57%
CO2 $17,288.45 $606,210.65 7.64%
S
•
CITY OF CARMEL
TO: CONTRACT CHANGE ORDER NO.: 2
DATE: 10/31/2019
Rieth-Riley Construction Co. PROJECT NAME: Shelbome Road Multi-Use Path
1751 W.Minnesota St. CITY REQ.NO.:
Indianapolis,IN 46206 CITY PO NO.:
ATTN:Jeff Mattix CITY PO DATE:
I. You are directed to make the following changes in this Contract:
1. This change order will add nine new items for this contract for extra work.
• Item 52-Add temporary mulch for erosion control from the winter of 2018 through the spring of 2019 due to not being able to finish the project in 2018 due weather
issues
• Item 53-Replace and adjust castings on two existing manholes in the multi-use path to comply with specifications
• Item 54-Add 10"CMP end sections due to design revisions for adding a drive pipe and changing the size of a pipe
• Item 55-Add wedge and level at four curb ramp locations to comply with ADA requirements
• Item 56-Add a catch basin on the north side of Sedgemoor Circle between Shelbome Road and the multi-use path for pedestrian safety due to existing steep slopes
• Item 57-Add topsoil to grade an existing ditch to drain
• Item 58-Add erosion control blanket to areas where seed has washed away on steeper slopes and around structures
• Item 59-Add asphalt repairs split with the contractor for areas of the path that failed a proof-roll on the intermediate lift of asphalt in the spring of2019 after paving in the
late fall of2018
• Item 60-Add credit for damage to the surface of the east edge of the path from the contractor's saw-cutting operations in front of Mr.Snyder's property
2. 12 days will be added to the Substantial and Final Completion dates due to wet weather conditions preventing completion of final grading.
ITEM AMOUNT SCHEDULED ADJUSTMENT(+)OR(-)DAYS
52—60 New Items S 17,288.45 12 Days
II. The following referenced Documents further describe the changes outlined in Paragraph I,and are to be considered a part of this Change Order:R.F.P.: W.D.C.
No.:
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 588,922.20
Contract Price will be increased decreased by this Change Order S 17_288.45
New Contract Price including this Change Order S 606.210.65
Contract Time Prior to this Change Order 396 Days 5/1/2019 Substantial Completion Date
Contract Time Prior to this Change Order 427_Days 6/1/2019_Final Completion Date
Net increased/deereased-resulting from this Change Order 12 Days
Current Contract Time including this Change Order 404 Days 5/13/2019 Substantial Completion Date
Current Contract Time including this Change Order 439 Days 6/13/2019 Final Completion Date
This Change Order is for full and final settlement of all direct,indirect,impact costs and time extensions incurred at any time resulting from the performance of the changed
work.
The Above Changes Are Recommended: The Above Changes Are Accepted: Approved:
USI Consultants,Inc. Rieth-Riley Construction Co. Je .Kashman, dy Engineer
ENGINEER CONTRACTOR
i\kijie4Yelf\A.—
frau-I/cot rraard,M, .r
/
8415 East 5616 Street 1751 W.Minnesota St.
Indianapolis,IN 46216 Indianapolis,IN 46206
m
Mary Ann t e,Member
City/State/Zip City/State/Zip Wf/ -
1►
Lori V, .7n,Member
ATT
By sv. By: ‘ '
Phone: 317-363-9360 Phone: 31 651,I hillin-du)2)G2 - /1(i� a1 er
I„ ,Christine S.Pauley,Clerk-Treasurer — (/
IiJW� II Il
Date. 11/13/2019 Date: J.14 i1 (r "fL1 Date:l '���
U S I Consultants, Inc
Change Order Details
ConsU__i
a Carmel Shelbourne Path
engineers&land surveyors
Description City of Cannel Project 16-ENG-69-Shelbourne Road Path from 106th Street to 116th Street
Prime Contractor Rieth-Riley Construction Co.
1751 W.Minnesota St.
Indianapolis,IN 46206
Change Order 2
Status Pending
Date Created 04/18/2019
Type Changed Conditions
Summary Additional items due to design changes,to meet ADA requirements,and for erosion control over the winter of 2018 and spring of 2019
Change Order Description Additional change order items:
• Item 52-Add temporary mulch for erosion control from the winter of 2018 through the spring of 2019 due to not being able to finish
the project in 2018 due to weather issues
• Item 53-Replace and adjust castings on two existing manholes in the multi-use path to comply with specifications
• Item 54-Add 10"CMP end sections due to design revisions for adding a drive pipe and changing the size of a pipe
• Item 55-Add wedge and level at four curb ramp locations to comply with ADA requirements
• Item 56-Add a catch basin on the north side of Sedgemoor Circle between Shelborne Road and the multi-use path for pedestrian safety
due to existing steep slopes
• Item 57-Add topsoil to grade an existing ditch to drain
• Item 58-Add erosion control blanket to areas where seed has washed away on steeper slopes and around structures
• Item 59-Add asphalt repairs split with the contractor for areas of the path that failed a proof-roll on the intermediate lift of asphalt in
the spring of 2019 after paving in the late fall of 2018
Change Order Details: 10/31/2019
Carmel Shelbourne Path Page 1 of 3
• Item 60-Add credit for damage to the surface of the east edge of the path from the contractor's saw-cutting operations in front of Mr.
Snyder's property
Awarded Project Amount $563,174.84
Authorized Project Amount $588,922.20
Change Order Amount $17,288.45
Revised Project Amount $606,210.65
New Items
Line Number Item II) Unit Quantity Unit Price Extension
Section: 1 - Description
0052 Shelbourne Path Item 52 TON 2.000 $1,375.200 $2,750.40
TEMPORARY MULCH
0053 Shelbourne Path Item 53 EACH 2.000 $1,048.770 $2,097.54
CASTING FURNISH AND ADJUST TO GRADE: Manhole
0054 Shelbourne Path Item 54 EACH 4.000 $432.270 $1,729.08
PIPE END SECTION DIA 10 IN
0055 Shelbourne Path Item 55 LS 1.000 $4,393.320 $4,393.32
HMA WEDGE AND LEVEL
0056 Shelbourne Path Item 56 EACH 1.000 $1,695.360 $1,695.36
PIPE CATCH BASIN 15 IN
0057 Shelbourne Path Item 57 CYS 120.000 $23.780 $2,853.60
TOPSOIL
Change Order Details: 10/31/2019
Carmel Shelbourne Path Page 2 of 3
ine Number Item ID Unit Quantity Unit Price Extens� ,
'1 _1
0058 Shelbourne Path Item 58 SYS 1,044.000 $1.390 $1,451.16
EROSION CONTROL BLANKET
0059 Shelbourne Path Item 59 LS 1.000 $3,317.990 $3,317.99
ASPHALT REPAIRS
0060 Shelbourne Path Item 60 LS 1.000 -$3,000.000 -$3,000.00
ASPHALT DAMAGE CREDIT
9 items Total: $17,288.45
New Time Limits
Pending Cost per Day
Completion Date 05/13/2019 $1,000.00
Substantial Completion
Completion Date 06/13/2019 $1,000.00
Final Completion
2 time limits
Change Order Details: 10/31/2019
Carmel Shelbourne Path Page 3 of 3
, )
- / ILEY CONSTRUCTION Co. , INC.
100% Quality • 100% Employee Owned • Over 100 Years
LETTER OF TRANSMITTAL
TO: USI Consultants, Inc. DATE: 3.27.19
8415 E. 56th Street
Indianapolis, IN 46216 PROJECT: 16-ENG-69 Shelborne Road Multi-
Use Path Construction
JOB#: RR Job#3200736
ATTN: Kevin Harris RE: Add Temporary Mulch Item
We Are Sending: Submitted For: Action Taken:
Shop Drawings X Approval Approved as Submitted
Letter Your Use Approved as Noted
Prints/Plans As Requested Returned After Loan
X Change Order Review and Comment Resubmit Copies
Samples Submit Copies
Specifications Sent Via: Email Returned
Other: X Attached Returned for Corrections
Separate Cover Via: Due Date:
Notes/Remarks:
The following pricing is based upon the requested scope of work to add temporary mulch to the project.
Item Description Quantity Unit Unit Price Extension
EWA TEMPORARY MULCH 3,820.00 SY $0.72 $2,750.40
CC: 3208268-Job File Signed:
Gary Davis, RR Superintendent
John Tuddy, RR General Superintendent
Jeff M ix, r. Project Manager
P.O.Box 276.1751 W. Minnesota St.•Indianapolis, IN 46206 Phone:(317) 634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 12/19/18 Work Performed: Temporary Mulch
CONTRACT: 3200736 PROJECT: Shelborne Road Multi-Use Path Construction
FORCE ACCOUNT/EXTRA WORK FOR:
LABOR 109.05(b)(11
HOURS
EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION
CARPENTER 0.00 $27.51 $0.00
CARPENTER FOREMAN 0.00 $29.01 $0.00
COMBINATION 0.00 $30.51 $0.00
FINISHER 0.00 $26.22 $0.00
FOREMAN 0.00 $35.80 $0.00
LABORER 0.00 $25.22 $0.00
MECHANIC 0.00 $35.80 $0.00
OPERATOR(103) 0.00 $34.80 $0.00
OPERATOR(841) 0.00 $33.25 $0.00
OPERATOR OILER(103) 0.00 $30.66 $0.00
QA TECH 0.00 $25.22 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $44.80 $0.00
TEAMSTER 0.00 $28.41 $0.00
TOTAL LABOR $0.00 (2)
FICA ,-.,:r.7.550 % x LINE(2) $0.00 (3)
FRINGES
EMPLOYEE HOURS RATE EXTENSION
CARPENTER 0.00 X $22.32 = $0.00
CARPENTER FOREMAN 0.00 X $22.32 = $0.00
COMBINATION 0.00 x $15.16 = $0.00
FINISHER 0.00 X $15.16 = $0.00
FOREMAN 0.00 X $18.41 = $0.00
LABORER 0.00 X $15.16 = $0.00
MECHANIC 0.00 X $18.41 = $0.00
OPERATOR(103) 0.00 x $18.41 = $0.00
OPERATOR(841) 0.00 X $21.36 = $0.00
OPERATOR OILER(103) 0.00 X $17.66 = $0.00
QA TECH 0.00 X $15.16 = $0.00
SUPERINTENDENT/PROJECT MAN 0.00 X $18.41 = $0.00
TEAMSTER 0.00 X $14.91 = $0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION Z _ % X LINE(2) $0.00 (5)
BODILY INJURY/PROPERTY DAMAGE INSURANCE .5. % X LINE(2) $0.00 (6)
STATE UNEMPLOYMENT .3 85 % X LINE(2) $0.00 (7)
FEDERAL UNEMPLOYMENT rU 4U % X LINE(2) $0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9)
TOTAL LINES 2,3,4,5,6,7,8&9 $0.00(10)
20%x LINE(10) $0.00(11)
GRAND TOTAL LABOR LINES(10)+(11) $0.00(12)
Page 1 of 2
MATERIAL 109.05(b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price Extenstion
P $ - $ -
$ $
$ $
$ $
$ $
•
$ - $
MATERIALS PURCHASED $0.00 (18)
MATERIALS MANUFACTURED $0.00 (19)
TOTAL: LINE(18)+(19) $0.00 (20)
12%x LINE(20) $0.00 (21)
GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22)
EQUIPMENT 109.05(b)(4)
Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
Trucking-SMaght Time $0.00 $0.00
Trucking-Over Time $0.00 I $0.00
Trucking-Double Time $0.00 $0.00
TOTAL EQUIPMENT $0.00 (23)
TOTAL TRUCKING $0.00 (24)
FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25)
TOTAL LINES(23)+(24)+(25) $0.00 (26)
12%x LINE(26) $0.00 (27)
GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $0.00 (28)
SUBCONTRACTORS 109.05(b)(6)
DESCRIPTION AMOUNT
Roudebush $2,483.00
TOTAL SUBCONTRACT WEEK ENDING $2,483.00 (29)
10%x LINE(30)$3,000.00 OR LESS $248.30 (31)
7%x LINE(30)OVER$3,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $2,731.30 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22),(28)&(33) $2,731.30 (34)
%OF BOND RATE BASED UPON LINE(34) $0.00 (35)
10%x LINE(35) $0.00 (36)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $2,731.30 (37)
UNIT PRICE $0.72
Page 2 of 2
pr oudebush Grading, Inc
7155 Harger Court Noblesville, LN 46060 Phone:317-770-9970 • Fax: 317-770-6636
Proposal Submitted To: Job Name Shelborne Rd Path 16-ENG-69 C.O. 1
Rieth-Riley Location Carmel
Phone Date 12/17/18
Fax Revisions
Attention Gary Davis Estimated By: Gregg Lecher 317-710-8777
Line Item Description Quantity Unit Unit Price Total
1001 Temporary Mulch 3820 SYS $ 0.65 $ 2,483.00
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
TOTAL $2,483.00
Special Conditions
1 Proposal based on work being performed within a standard Monday through Friday work week.
2 Proposal includes 1 mobilization.
3 Traffic Control has been excluded from this proposal.
4 Quantities are based on the itemized proposal. Invoicing shall be based on actual installed quantities at the unit price shown.
5 Proposal excludes all bonding and railroad protective liability insurance.
6 Proposal is bid as a complete package. Pricing is subject to change if any quantity is deleted from this proposal.
7 This proposal excludes sales tax.
Acceptance Of Proposal
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are
authorized to do the work as specified. This proposal may be withdrawn if not accepted within 30 days.
Authorized Agent Signature and Printed Name Date
Job#:Shelborne Rd.Path 16-ENG-69
Cost Breakdown
CUSTOMER NO.:Rieth-Riley
Markup will be added per INDOT or CONTRACT specifications for Force Account Work DATE: 12/17/18
DESCRIPTION/SCOPE OF WORK: Temporary Mulch
ADDRESS/LOCATION Carmel
JOB NO.: DATE EFFECTIVE:
OVERTIME WILL BE CHARGED IN ACCORDANCE WITH UNION AGREEMENTS
EQUIPMENT(OPERATOR NOT INCLUDED) LABOR STRAIGHT TIME TIME 112 DBL.TIME
DESCRIPTION EQUIP H RATE HOURS TOTAL($) RATE HR RATE HR RATE HR TOTAL($)
Straw Blower $125.50 4.00 $502.00 LABORER $44.96 4 $52.83 $74.76 $179.84
Hydroseeder $115.00 4.00 $460.00 FOREMAN $54.49 4 $64.85 $97.21 $217.96
Skid Steer $70.62 4.00 $282.48 TEAMSTER $51.94 4 $62.41 $88.72 $207.76
$0.00 _ $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 LABOR COST TOTAL $605.56
$0.00 MATERIALS &SUPPLIES QUANTITY UNIT PRICE($) TOTAL($)
$0.00 Straw 2 TON $ 110.00 $220.00
$0.00 Tackifier 1 BAG $ 105.00 $105.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 MATERIAL COST TOTAL $325.00
$0.00 TRUCKING CO. RATE Hours TOTAL($)
REGULAR HOURS
$0.00 $0.00
OVERTIME HOURS
$0.00 $0.00
$0.00 TRUCKING COST TOTAL $o.00
$o.00 SUBCONTRACTOR TOTAL($)
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 SUBCONTRACTOR COST TOTAL $o.00
$0.00 CATEGORY COST TOTALS MARKUP TOTALS
$0.00 EQUIPMENT WITH MARKUP(12%) $1,244.48 $149.34 $1,393.82
$0.00 LABOR WITH MARKUP(20%) $605.56 $121.11 $726.67
$0.00 MATERIAL WITH MARKUP(12%) $325.00 $39.00 $364.00
$0.00 TRUCKING WITH MARKUP(12%) $0.00 $0.00 $0.00
EQUIPMENT COST TOTAL $1,244.48 SUBCONTRACTOR WITH MARKUP(10%FIRST$3000,7%AFTER$3000) $0.00
Owners Authorized Representative
TOTAL $2,484.49
By: By:
Printed: Printed:
Title: Title:
%ea.on It 2105404n010l
ILEY CONSTRUCTION Co. , INC.
100% Quality • 100% Employee Owned • Over 100 Years
LETTER OF TRANSMITTAL
TO: USI Consultants, Inc. DATE: 3.26.19
8415 E. 56th Street
Indianapolis, IN 46216 PROJECT• 16-ENG-69 Shelborne Road Multi-
Use Path Construction
JOB#: RR Job#3200736
ATTN: Kevin Harris RE: Add Adjust/Replace Casting Item
We Are Sending: a Submitted For: Action Taken:
Shop Drawings X Approval Approved as Submitted
Letter Your Use Approved as Noted
Prints/Plans As Requested Returned After Loan
X Change Order Review and Comment Resubmit Copies
Samples ! Submit Copies
Specifications Sent Via: Email Returned
Other: '; X Attached Returned for Corrections
Separate Cover Via: Due Date:
Notes/Remarks:
The following pricing is based upon the requested scope of work to replace and adjust(2)castings in
the path.
Item Description Quantity Unit Unit Price Extension
EWA REPLACE/ADJUST CASTINGS 2.00 EA $1,048.77 $2,097.54
CC: 3208268-Job File Signed:
Gary Davis, RR Superintendent
John Tuddy, RR General Superintendent
Jeff tti , Sr. Project Manager
P.O. Box 276 • 1751 W.Minnesota St.•Indianapolis, IN 46206 p .; Phone:(317) 634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 11/7/18 Work Performed: Add item to remove and replace casting
CONTRACT: 3200736 PROJECT: Shelborne Road Multi-Use Path Construction
FORCE ACCOUNT/EXTRA WORK FOR:
Adjust and replace 2 castings in path
LABOR 109.05(b)(1)
HOURS
EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION
CARPENTER 0.00 $27.51 $0.00
CARPENTER FOREMAN 0.00 $29.01 $0.00
COMBINATION 0.00 $30.51 $0.00
FINISHER 0.00 $26.22 $0.00
FOREMAN 3.00 3.00 $35.80 $107.40
LABORER 6.00 6.00 $25.22 $151.32
MECHANIC 3.00 3.00 $35.80 $107.40
OPERATOR(103) 0.00 $34.80 $0.00
OPERATOR(841) 0.00 $33.25 $0.00
OPERATOR OILER(103) 0.00 $30.66 $0.00
QA TECH 0.00 $25.22 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $44.80 $0.00
TEAMSTER 0.00 $28.41 $0.00
TOTAL LABOR $366.12 (2)
FICA V- 7.50 = % x LINE(2) $27.46 (3)
FRINGES
EMPLOYEE HOURS RATE EXTENSION
CARPENTER 0.00 X $22.32 = $0.00
CARPENTER FOREMAN 0.00 X _ $22.32 = $0.00
COMBINATION _ 0.00 X $15.16 = $0.00
FINISHER 0.00 X $15.16 = $0.00
FOREMAN 3.00 x $18.41 = $55.23
LABORER 6.00 x $15.16 = $90.96
MECHANIC 3.00 X $18.41 = $55.23
OPERATOR(103) 0.00 X $18.41 = $0.00
OPERATOR(841) 0.00 X $21.36 = $0.00
OPERATOR OILER(103) 0.00 X $17.66 = $0.00
QA TECH 0.00 X $15.16 = $0.00
SUPERINTENDENT/PROJECT MAN 0.00 X $18.41 = $0.00
TEAMSTER 0.00 X $14.91 = $0.00
TOTAL FRINGES $201.42 (4)
WORKERS COMPENSATION % X LINE(2) $20.94 (5)
BODILY INJURY/PROPERTY DAMAGE INSURANCE % X LINE(2) $21.23 (6)
STATE UNEMPLOYMENT Tie % X LINE(2) $14.10 (7)
FEDERAL UNEMPLOYMENT % X LINE(2) $1.46 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9)
TOTAL LINES 2,3,4,5,6,7,8&9 $652.74(10)
20%x LINE(10) $130.55(11)
GRAND TOTAL LABOR LINES(10)+(11) $783.28(12)
Page 1 of 2
MATERIAL 109.05(b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price Extenstion
P Castings 2.00 EA $ 317.28 $ 634.56
P Stone 2.00 TN $ 20.00 $ 40.00
$ - $
$ - $
$ - $
$ - $
MATERIALS PURCHASED $674.56 (18)
MATERIALS MANUFACTURED $0.00 (19)
TOTAL: LINE(18)+(19) $674.56 (20)
12%x LINE(20) $80.95 (21)
GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $755.51 (22)
EQUIPMENT 109.05(b)(4)
Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
Excavator $79.28 3.00 $237.84
3/4 ton PU $19.35 3.00 $58.05
$0.00 $0.00
$o.00 $0.00
$o.00 $0.00
$o.00 $0.00
$o.00 $0.00
$o.00 $0.00
$o.00 $0.00
Trucking-Striaght Time $101.50 2.00 $203.00
Trucking-Over Time $0.00 $0.00
Trucking-Double Time $0.00 $0.00
TOTAL EQUIPMENT $295.89 (23)
TOTAL TRUCKING $203.00 (24)
FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25)
TOTAL LINES(23)+(24)+(25) $498.89 (26)
12%x LINE(26) $59.87 (27)
GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $558.76 (28)
SUBCONTRACTORS 109.05(b)(6)
DESCRIPTION AMOUNT
TOTAL SUBCONTRACT WEEK ENDING $0.00 (29)
10%x LINE(30)$3,000.00 OR LESS $0.00 (31)
7%x LINE(30)OVER$3,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $0.00 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22),(28)&(33) $2,097.55 (34)
%OF BOND RATE BASED UPON LINE(34) $0.00 (35)
10%x LINE(35) $0.00 (36)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $2,097.55 (37)
UNIT PRICE $1,048.77
Page 2 of 2
¶RJTH1LLEY CONSTRUCTION CO. , INC.
100% Quality • 100% Employee Owned • Over 100 Years
LETTER OF TRANSMITTAL
TO: USI Consultants, Inc. DATE: 3.26.19
8415 E. 56th Street
Indianapolis, IN 46216 PROJECT: 16-ENG-69 Shelborne Road Multi-
Use Path Construction
JOB#: RR Job#3200736
ATTN: Kevin Harris RE: Add 10" PES Item
We Are Sending: Submitted For: Action Taken:
Shop Drawings X Approval Approved as Submitted
Letter J Your Use Approved as Noted
Prints/Plans As Requested Returned After Loan
X Change Order Review and Comment Resubmit Copies
Samples Submit Copies
Specifications Sent Via: Email Returned
Other: l X Attached Returned for Corrections
Separate Cover Via: Due Date:
Notes/Remarks:
The following pricing is based upon the requested scope of work to add 10" pipe end sections to the
project.
Item Description Quantity Unit Unit Price Extension
E W A 10" PES 4.00 EA $432.27 $1,729.08
CC: 3208268-Job File Signed:
Gary Davis, RR Superintendent
John Tuddy, RR General Superintendent
Jeff M ix,of<
ect Manager
P.O.Box 276.1751 W. Minnesota St. •Indianapolis, IN 46206 / Phone:(317) 634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 3/17/19 Work Performed: 10"PES
CONTRACT: 3200736 PROJECT: Shelborne Road Multi-Use Path Construction
FORCE ACCOUNT/EXTRA WORK FOR:
LABOR 109.05(b)(1)
HOURS
EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION
CARPENTER 0.00 $27.51 $0.00
CARPENTER FOREMAN 1 0.00 $29.01 $0.00
COMBINATION 0.00 $30.51 $0.00
FINISHER 0.00 $26.22 $0.00
FOREMAN 4.00 4.00 $35.80 $143.20
LABORER 6.00 _ 6.00 $25.22 $151.32
MECHANIC 0.00 $35.80 $0.00
OPERATOR(103) 4.00 4.00 $34.80 $139.20
OPERATOR(841) 0.00 $33.25 $0.00
OPERATOR OILER(103) 0.00 $30.66 $0.00
QA TECH 0.00 $25.22 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $44.80 $0.00
TEAMSTER 0.00 $28.41 $0.00
TOTAL LABOR $433.72 (2)
FICA , 7.50 % x LINE(2) $32.53 (3)
FRINGES
EMPLOYEE HOURS RATE EXTENSION
CARPENTER 0.00 x $22.32 = $0.00
CARPENTER FOREMAN 0.00 X $22.32 = $0.00
COMBINATION 0.00 X $15.16 = $0.00
FINISHER 0.00 X $15.16 = $0.00
FOREMAN 4.00 X $18.41 = $73.64
LABORER 6.00 X $15.16 = $90.96
MECHANIC 0.00 X $18.41 = $0.00
OPERATOR(103) 4.00 _ X $18.41 = $73.64
OPERATOR(841) 0.00 _ X $21.36 = $0.00
OPERATOR OILER(103) 0.00 _ X $17.66^ = $0.00
_QA TECH 0.00 x $15.16 = $0.00
SUPERINTENDENT/PROJECT MAN 0.00 X $18.41 = $0.00
TEAMSTER 0.00 X $14.91 = $0.00
TOTAL FRINGES $238.24 (4)
WORKERS COMPENSATION % X LINE(2) $24.81 (5)
BODILY INJURY/PROPERTY DAMAGE INSURANCE 3`:l % X LINE(2) $25.16 (6)
STATE UNEMPLOYMENT : i % X LINE(2) $16.70 (7)
FEDERAL UNEMPLOYMENT , „ % X LINE(2) $1.73 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9)
TOTAL LINES 2,3,4,5,6,7,8&9 $772.89(10)
20%x LINE(10) $154.58(11)
GRAND TOTAL LABOR LINES(10)+(11) $927.46(12)
Page 1 of 2
MATERIAL 109.05(b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price Extenstion
P 10-PES 4.00 EA $ 96.25_$ 385.00
$ - $
$ - $
$ - $
$ - $
$ - $
MATERIALS PURCHASED $385.00 (18)
MATERIALS MANUFACTURED $0.00 (19)
TOTAL: LINE(18)+(19) $385.00 (20)
12%x LINE(20) $46.20 (21)
GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $431.20 (22)
EQUIPMENT 109.05(b)(41
Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
FOREMAN TRUCK $31.71 4.00 $126.84
BACKHOE $46.77 4.00 $187.08
$0.00 $0.00
$o.00 $0.00
$o.00 $0.00
Moo $0.00
$o.00 $0.00
$o.00 $0.00
$o.00 $0.00
Trucking-Striaght Time $0.00 $0.00
Trucking-Over Time $0.00 $0.00
Trucking-Double Time $0.00 $0.00
TOTAL EQUIPMENT $313.92 (23)
TOTAL TRUCKING $0.00 (24)
FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25)
TOTAL LINES(23)+(24)+(25) $313.92 (26)
12%x LINE(26) $37.67 (27)
GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $351.59 (28)
SUBCONTRACTORS 109.05(b)(6)
DESCRIPTION AMOUNT
TOTAL SUBCONTRACT WEEK ENDING $0.00 (29)
10%x LINE(30)$3,000.00 OR LESS $0.00 (31)
7%x LINE(30)OVER$3,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $0.00 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22),(28)&(33) $1,710.25 (34)
%OF BOND RATE BASED UPON LINE(34) $17.10 (35)
10%x LINE(35) $1.71 (36)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $1,729.07 (37)
UNIT PRICE $432.27
Page 2 of 2
I
I
TILITY PIPE SALES OF IN, INC. Invoice
1 P 11802 N Green River Road
UT1L1T Evansville IN 47725
PIPE SAL a. S (3124-30100 7)2 fax
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Bill I Rieth-Riley Construction, Co.* Ship Rieth-Riley Construction, Co.*
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RRCONST Indianapolis 1N 46206 RRCONST Indianapolis IN 46206
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Customer PO# Ship Date Salesperson Term_s--_, Tax Code
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Janet Fish
From: Gary Vandegriff
Sent: Tuesday, November 27,2018 4:14 PM
To: Janet Fish
Subject: RE:Scanned image from Rieth-Riley Construction
Use CC 11619
Original Message
From:Janet Fish<jfish@rieth-riley.com>
Sent:Tuesday, November 27,2018 3:00 PM
To: Gary Vandegriff<gvandegrif@rieth-riley.com>
Subject: FW:Scanned image from Rieth-Riley Construction
Hey Gary
The code written on the tickets is no good for material Janet
Original Message----
From: Rieth-Riley IT Administrators
Sent:Tuesday, November 27, 2018 2:58 PM
To:Janet Fish<jfish@rieth-riley.com>
Subject:Scanned image from Rieth-Riley Construction
Reply to: <rritadmins@rieth-riley.com>«rritadmins@rieth-riley.com»Device Name: Rieth-Riley Construction Device
Model: MX-M654N
Location: Kitchen
File Format: PDF(Medium)
Resolution:200dpi x 200dpi
Attached file is scanned image in PDF format.
Use Acrobat(R)Reader(R)or Adobe(R)Reader(R)of Adobe Systems Incorporated to view the document.
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RjErH5l2ILEY CONSTRUCTION CO. , INC.
100% Quality • 100% Employee Owned • Over 100 Years
LETTER OF TRANSMITTAL
T . USI Consultants, Inc. DATE: 4.8.19
8415 E. 56th Street
Indianapolis, IN 46216 PROJECT: 16-ENG-69 Shelborne Road Multi-
Use Path Construction
JOB#: RR Job#3200736
ATTN: Kevin Harris RE: Add Wedge/Level Asphalt at
Handicap Ramps
We Are Sending: Submitted For: Action Taken:
Shop Drawings X Approval Approved as Submitted
Letter Your Use Approved as Noted
Prints/Plans As Requested Returned After Loan
X Change Order Review and Comment Resubmit Copies
Samples Submit Copies
Specifications Sent Via: Email Returned
Other: X Attached Returned for Corrections
Separate Cover Via: Due Date:
Notes/Remarks:
The following pricing is based upon the requested scope of work to replace and adjust(2)castings in
the path.
Item Description Quantity_Unit Unit Price Extension
EWA,WEDGE&LEVEL AT HANDICAP RAMPS 1.00 LS $5,400.02 $5,400.02
CC: 3208268-Job File Signed:
Gary Davis, RR Superintendent
John Tuddy, RR General Superintendent
Jeff M ix, r. Project Manager
ri
P.O.Box 276.1751 W.Minnesota St.•Indianapolis, IN 46206 / Phone:(317)634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 4/8/19 Work Performed: Wedge&Level at Handicap Ramps
CONTRACT: 3200736 PROJECT: Shelborne Road Multi-Use Path Construction
FORCE ACCOUNT/EXTRA WORK FOR:
LABOR 109.05(b)(1)
HOURS
EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION
CARPENTER 0.00 $27.51 $0.00
CARPENTER FOREMAN 0.00 $29.01 $0.00
COMBINATION 0.00 $30.51 $0.00
FINISHER 0.00 $26.22 $0.00
FOREMAN 8.00 2.00 10.00 $35.80 $393.80
LABORER 24.00 6.00 30.00 $25.22 $832.26
MECHANIC 0.00 $35.80 $0.00
OPERATOR(103) 8.00 2.00 10.00 $34.80 $382.80
OPERATOR(841) 0.00 $33.25 $0.00
OPERATOR OILER(103) 0.00 $30.66 $0.00
QA TECH 0.00 $25.22 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $44.80 $0.00
TEAMSTER 0.00 $28.41 $0.00
TOTAL LABOR $1,608.86 (2)
FICA .50 % x LINE(2) $120.66 (3)
FRINGES
EMPLOYEE HOURS RATE EXTENSION
CARPENTER 0.00 X $22.32 = $0.00
CARPENTER FOREMAN 0.00 X $22.32 = $0.00
COMBINATION 0.00 X $15.16 = $0.00
FINISHER 0.00 X $15.16 = $0.00
FOREMAN 10.00 x _ $18.41 = $184.10
LABORER 30.00 X $15.16 = $454.80
MECHANIC 0.00 X $18.41 = $0.00
OPERATOR(103) 10.00 X $18.41 = $184.10
OPERATOR(841) 0.00 X $21.36 = $0.00
OPERATOR OILER(103) 0.00 X $17.66 = $0.00
QA TECH 0.00 x $15.16 = $0.00
SUPERINTENDENT/PROJECT MAN 0.00 x , $18.41 = $0.00
TEAMSTER 0.00 x $14.91 = $0.00
TOTAL FRINGES $823.00 (4)
WORKERS COMPENSATION % X LINE(2) $92.03 (5)
BODILY INJURY/PROPERTY DAMAGE INSURANCE % X LINE(2) $93.31 (6)
STATE UNEMPLOYMENT _ % X LINE(2) $61.94 (7)
FEDERAL UNEMPLOYMENT • % X LINE(2) $6.44 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9)
TOTAL LINES 2,3,4,5,6,7,8&9 $2,806.24(10)
20%x LINE(10) $561.25(11)
GRAND TOTAL LABOR LINES(10)+(11) $3,367.49(12)
Page 1 of 2
4/8/2019 Wedge 8 Level at Handicap Ramps
MATERIAL 109.05(b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price Extenstion
P Asphalt _ 20.00 TN $ 54.82 $ 1,096.40
$ - $
$ - $
$ - $
$ - $
$ - $
MATERIALS PURCHASED $1,096.40 (18)
MATERIALS MANUFACTURED $0.00 (19)
TOTAL: LINE(18)+(19) $1,096.40 (20)
12%x LINE(20) $131.57 (21)
GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $1,227.97 (22)
EQUIPMENT 109.05(b)(4)
Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
FOREMAN TRUCK $31.71 10.00 $317.10
SKID STEER/MILL $34.88 10.00 $348.80
Moo $0.00
Moo $0.00
Moo $0.00
$o.00 $0.00
Moo $0.00
Moo $0.00
$0.00 $0.00
Trucking-Striaght Time $0.00 $0.00
Trucking-Over Time $0.00 $0.00
Trucking-Double Time $0.00 $0.00
TOTAL EQUIPMENT $665.90 (23)
TOTAL TRUCKING $0.00 (24)
FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25)
TOTAL LINES(23)+(24)+(25) $665.90 (26)
12%x LINE(26) $79.91 (27)
GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $745.81 (28)
SUBCONTRACTORS 109.05(b)(6)
DESCRIPTION AMOUNT
TOTAL SUBCONTRACT WEEK ENDING $0.00 (29)
10%x LINE(30)$3,000.00 OR LESS $0.00 (31)
7%x LINE(30)OVER$3,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $0.00 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22),(28)&(33) $5,341.27 (34)
%OF BOND RATE BASED UPON LINE(34) $53.41 (35)
10%x LINE(35) $5.34 (36)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $5,400.02 (37)
Page 2 of 2
From: Jeff Mattix
To: Scott Dick
Cc: Kevin Harris;Gary Davis;John Tuddv; Littlejohn.David W
Subject: RE: 16-ENG-69 Shelborne Rd Multi-Use Path-Wedge&Level Asphalt
Date: Thursday,April 11,2019 11:21:06 AM
Attachments: jmaae003.onq
jmage004.onq
Scott,
We will agree to the lump sum amount of$4,393.32 as stated below. We have an opening to do this
tomorrow, but with the rain forecast, it will most likely be the middle of next week.Thanks
IET _ ILEY CoNsmucnoN CO, INC.
Jeff Mattix
Senior Prr))ecr Managir
9 V120
17511A',Mnnezota St
arapo3r IN 46221 6 6
6sd
Work(317)634-5561 x 21216 •�'#[ , — —
taat--s(81.2)340-7025 .- ��Orh AHNIVER�aA�
jmattix@rieth-rs*.com
Cell: 812-340-7025
From: Scott Dick<sdick@usiconsultants.com>
Sent:Thursday,April 11, 2019 9:50 AM
To:Jeff Mattix<jmattix@rieth-riley.com>
Cc: Kevin Harris<kharris@usiconsultants.com>; Gary Davis<gdavis@rieth-riley.com>;John Tuddy
<jtuddy@rieth-riley.com>; Littlejohn, David W<dlittlejohn@carmel.in.gov>
Subject: RE: 16-ENG-69 Shelborne Rd Multi-Use Path -Wedge & Level Asphalt
CAUTION: This email originated from outside Rieth-Riley
Construction.
Do not click links or open attachments unless you recognize the sender and know the content
is safe.
Jeff and Gary,
Will Rieth-Riley agree to the$4,393.32 lump sum price to complete the wedge and level at four
ramp locations. It is our opinion that the work will take 6 hours to complete with the(5) workers
listed on your proposal.The (8) hours used for the$4,393.32 is between the (6) hours we estimate
and the (10) hours on your estimate.
Please respond soon.The City of Carmel would like this project completed as soon as possible.
Thanks,
Scott Dick € Construction Services Manager
USI Consultants,Inc.
Office:(317)544.4996 I Direct:(317)522.2492 I Cell:(317)441.3751
5dickC'usiconsultants.com I www.usiconsultants.com
movingiNFRASTRUCTUREforward >>
From:Scott Dick
Sent:Tuesday,April 9, 2019 9:11 AM
To:Jeff Mattix<jmattixPrieth-riley.com>
Cc: Kevin Harris<kharrisPusiconsultants.corrm>; Gary Davis<gdavisPrieth-riley.com>;John Tuddy
<jtuddyPrieth-riley.com>; Littlejohn, David W<dlittlejohnPcarmel.in.gov>
Subject: RE: 16-ENG-69 Shelborne Rd Multi-Use Path -Wedge& Level Asphalt
Jeff,
If Carmel paid you the price for 8 hours that would keep your crew on site the entire day.There are
other work items that most of the crew could complete if they were finished in less than 8 hours.
Thanks,
Scott Dick ' Construction Services Manager
USI Consultants,Inc.
Office:(317)544.4996 I Direct:(317)522.2492 I Cell:(317)441.3751
5dickl@usiconsultants.com I www.usiconsultants.com
movinglNFRASTRUCTUREforward >>
From:Jeff Mattix<jmattixPrieth-riley.com>
Sent: Monday,April 8, 2019 9:06 PM
To: Scott Dick<gdickPusiconsultants.com>
Cc: Kevin Harris<kharris(tusiconsultants.com>; Gary Davis<gdavisPrieth-riley.com>;John Tuddy
<jtuddyPrieth-riley.com>; Littlejohn, David W<dlittlejohnPcarmel.in.gov>
Subject: Re: 16-ENG-69 Shelborne Rd Multi-Use Path -Wedge & Level Asphalt
We are canceling work tomorrow until we can come to an agreement.
Jeff Mattix
Sr. Project Manager
Rieth-Riley Construction Co., Inc.
(812) 340-7025
Get Outlook for iOS
From: Scott Dick<sdickPusiconsultants.com>
Sent: Monday, April 8, 2019 8:20 PM
To:Jeff Mattix
Cc: Kevin Harris; Gary Davis;John Tuddy; Littlejohn, David W
Subject: Re: 16-ENG-69 Shelborne Rd Multi-Use Path -Wedge & Level Asphalt
CAUTION: This email originated from outside Rieth-Riley
Construction.
Do not click links or open attachments unless you recognize the sender and know the content
is safe.
Using that scenario there is no incentive to finish the work efficiently.
Sent from my iPhone
On Apr 8, 2019, at 5:20 PM,Jeff Mattix<jmattixCtrieth-riley.com>wrote:
Scott,
Here is an option;we will have to pay this crew for at least an 8-hour day since they
won't be able to go anywhere else and work. If this work only takes 8 hours,the price
would be$4,393.32. If it takes ten hours,the original price of$5,400.02 would apply.
Does this sound like a workable solution?
<image001.jpg><image004.png>
Cell: 812-340-7025
From: Scott Dick<sdickPusiconsultants.com>
Sent: Monday,April 08, 2019 4:45 PM
To:Jeff Mattix<jmattixPrieth-riley.com>
Cc: Kevin Harris<kharrisPusiconsultants.com>;Gary Davis<gdavisPrieth-riley.com>;
John Tuddy<jtuddyPrieth-riley.corn>; Littlejohn, David W<dlittlejohnPcarmel.in.gov>
Subject: RE: 16-ENG-69 Shelborne Rd Multi-Use Path -Wedge & Level Asphalt
CAUTION: This email originated from outside Rieth—
Riley Construction.
Do not click links or open attachments unless you recognize the sender and
know the content is safe.
Jeff,
The labor hours seam high for only four ramps.That would equal 2.5 hours per ramp
for 5 workers with 2 hours of that time as overtime.
Please look at this again. Are there additional locations that this work is required at
other than the four ramps I looked at?
Thanks,
Scott Dick I Construction Services Manager
USI Consultants,Inc.
Office:(317)544.4996 I Direct:(317)522.2492 I Cell:(317)441.3751
5dickPusiconsultants.con1 I www.usiconsultants.com
<image006.png>
From:Jeff Mattix<jmattixPrieth-riley.com>
Sent: Monday,April 8, 2019 4:33 PM
To: Scott Dick<sdickPusiconsultants.com>
Cc: Kevin Harris<kharrisPusiconsultants.com>;Gary Davis<gdavisPrieth-riley.com>;
John Tuddy<jtuddyPrieth-riley.com>
Subject: 16-ENG-69 Shelborne Rd Multi-Use Path -Wedge& Level Asphalt
Scott,
As requested, attached is the pricing for the additional wedge& level asphalt to tie-in
the handicap ramps. This work is scheduled to begin first thing Tuesday morning.
Please review and let us know if you have any questions or need additional
information.Thanks
<i m age001.j pg><i m age007.p ng>
Cell: 812-340-7025
This e-mail and any attachments thereto, are intended only for use by the addressee(s)
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hereby notified that any dissemination, distribution, printing or copying of this e-mail, and any attachment
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¶IJ !ETH- ►l
LEY CONSTRUCTION Co. , INC.
100% Quality • 100% Employee Owned • Over 100 Years
LETTER OF TRANSMITTAL
TO: USI Consultants, Inc. DATE: 3.26.19
8415 E. 561h Street
Indianapolis, IN 46216 PROJECT: 16-ENG-69 Shelborne Road Multi-
Use Path Construction
JOB#: RR Job#3200736
ATTN: Kevin Harris RE: Add 15" Catch Basin Item
We Are Sending: ' Submitted For: Action Taken:
Shop Drawings X Approval Approved as Submitted
Letter Your Use Approved as Noted
Prints/Plans As Requested Returned After Loan
X Change Order Review and Comment Resubmit Copies
Samples Submit Copies
Specifications Sent Via: Email Returned
Other: X Attached Returned for Corrections
Separate Cover Via: Due Date:
Notes/Remarks:
The following pricing is based upon the requested scope of work to add (1) 15"catch basin and pipe
connection.
Item Description Quantity Unit Unit Price Extension
EWA 15"CATCH BASIN 1.00 EA $1,695.36 $1,695.36
CC: 3208268-Job File Signed:
Gary Davis, RR Superintendent
John Tuddy, RR General Superintendent
Jeff M ix, . Project Manager
P.O.Box 276•1751 W. Minnesota St.•Indianapolis, IN 46206 I ' Phone:(317) 634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 3/27/19 Work Performed: 15"Catch Basin
CONTRACT: 3200736 PROJECT: Shelborne Road Multi-Use Path Construction
FORCE ACCOUNT/EXTRA WORK FOR:
LABOR 109.05(b)(1)
HOURS
EMPLOYEE Regular Overtime Doubletime I TOTAL RATE EXTENSION
CARPENTER 0.00 $27.51 $0.00
CARPENTER FOREMAN 0.00 $29.01 $0.00
COMBINATION _ 0.00 $30.51 $0.00
FINISHER 0.00 $26.22 $0.00
FOREMAN 2.00 2.00 $35.80 $71.60
LABORER 4.00 4.00 $25.22 $100.88
MECHANIC 0.00 $35.80 $0.00
OPERATOR(103) 2.00 . 2.00 $34.80 $69.60
OPERATOR(841) 0.00 $33.25 $0.00
OPERATOR OILER(103) 0.00 $30.66 $0.00
QA TECH 0.00 $25.22 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $44.80 $0.00
TEAMSTER 0.00 $28.41 $0.00
TOTAL LABOR $242.08 (2)
FICA 1'..Z0< ' % x LINE(2) $18.16 (3)
FRINGES
EMPLOYEE HOURS RATE EXTENSION
CARPENTER 0.00 x $22.32 = $0.00
CARPENTER FOREMAN 0.00 x _ $22.32 = $0.00
COMBINATION 0.00 x $15.16 = $0.00
FINISHER 0.00 X $15.16 = $0.00
FOREMAN 2.00 x $18.41 = _ $36.82
LABORER 4.00 x _ $15.16 = $60.64
MECHANIC 0.00 X $18.41 = $0.00
•
OPERATOR(103) 2.00 x $18.41 = $36.82
OPERATOR(841) 0.00 X $21.36 = $0.00
OPERATOR OILER(103) 0.00 X _ $17.66 = $0.00
•
QA TECH 0.00 x $15.16 = $0.00
SUPERINTENDENT/PROJECT MAN 0.00 X $18.41 = $0.00
TEAMSTER 0.00 X $14.91 = $0.00
TOTAL FRINGES $134.28 (4)
WORKERS COMPENSATION J"`.` % X LINE(2) $13.85 (5)
BODILY INJURY/PROPERTY DAMAGE INSURANCE B % X LINE(2) $14.04 (6)
STATE UNEMPLOYMENT ,: % X LINE(2) $9.32 (7)
FEDERAL UNEMPLOYMENT 1t %
,� � X LINE(2) $0.97 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9)
TOTAL LINES 2,3,4,5,6,7,8&9 $432.69(10)
20%x LINE(10) $86.54(11)
GRAND TOTAL LABOR LINES(10)+(11) $519.23(12)
Page 1 of 2
MATERIAL 109.05(b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price Extenstion
P 15"RCP 8.00 If $ 11.98 $ 95.84
P BeeHive Casting 1.00 ea $ 173.67 $ 173.67
•
P Concrete for Collars 3.00 cy $ 100.00 $ 300.00
P 4"sch.40 pipe 60.00 If $ 1.04 $ 62.40
4"fittings 2.00 ea $ 14.39 $ 28.78
$ - $
MATERIALS PURCHASED $660.69 (18)
MATERIALS MANUFACTURED $0.00 (19)
TOTAL: LINE(18)+(19) $660.69 (20)
12%xLINE(20) $79.28 (21)
GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $739.97 (22)
EQUIPMENT 109.05(b)(4)
Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
FOREMAN TRUCK $31.71 2.00 $63.42
BACKHOE $46.77 2.00 $93.54
$0.00 $0.00
$o.00 $0.00
$o.00 $0.00
Sao $0.00
$0.00 $0.00
$o.00 $0.00
$o.00 $0.00
Trucking-Striaght Time $108.00 2.00 $216.00
Trucking-Over Time $0.00 $0.00
Trucking-Double Time $0.00 $0.00
TOTAL EQUIPMENT $156.96 (23)
TOTAL TRUCKING $216.00 (24)
FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25)
TOTAL LINES(23)+(24)+(25) $372.96 (26)
12%x LINE(26) $44.76 (27)
GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $417.72 (28)
SUBCONTRACTORS 109.05(b)(6)
DESCRIPTION AMOUNT
TOTAL SUBCONTRACT WEEK ENDING $0.00 (29)
10%x LINE(30)$3,000.00 OR LESS $0.00 (31)
7%x LINE(30)OVER$3,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $0.00 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22),(28)&(33) $1,676.92 (34)
%OF BOND RATE BASED UPON LINE(34) $16.77 (35)
lox x LINE(35) $1.68 (36)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $1,695.36 (37)
Page 2 of 2
0 FERGUSON® Ferguson Waterworks INDY#1934 Deliver To:
6439 EAST 30TH STREET From: Daniel Massey
WATERWORKS INDIANAPOLIS,IN 46219-0000 Comments:
Phone:317-546-2013
Fax:317-546-2318
15:58:53 MAR 26 2019 Page 1 of 1
FERGUSON WATERWORKS#1934
Price Quotation
Phone:317-546-2013
Fax: 317-546-2318
Bid No: B173417 Cust Phone: ggg-ggg-gggg
Bid Date: 03/26/19 Terms: CASH ON DEMAND
Quoted By: DM
Customer: INDY WATERWORKS QUOTATION Ship To: INDY WATERWORKS QUOTATION
ACCOUNT ACCOUNT
INDIANAPOLIS, IN 46219 INDIANAPOLIS, IN 46219
Cust PO#: JEFF MATTIX Job Name: RIETH RILEY PROJECT
Item Description Quantity Net Price UM Total
E00653345 6533 O UND 15 BEEHIVE INTYPCB 1 173.670 EA 173.67
SDR35PP14 4X14 SDR35 PVC GJ SWR PIPE 60 1.040 FT 62.40
MUL043235 4 PVC SWR GXG 90 ELL 2 14.390 EA 28.78
Net Total: $264.85
Tax: $18.54
Freight: $0.00
Total: $283.39
Quoted prices are based upon receipt of the total quantity for immediate shipment(48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE
AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE.QUOTES FOR PRODUCTS SHIPPED FOR RESALE
ARE NOT FIRM UNLESS NOTED OTHERWISE.
CONTACT YOUR SALES REPRESENTATIVE IMMEDIATELY FOR ASSISTANCE WITH DBE/MBE/WBE/SMALL BUSINESS REQUIREMENTS.
Seller not responsible for delays,lack of product or increase of pricing due to causes beyond our control,and/or based upon
Local,State and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent upon the
Buyer's acceptance of Seller's terms and conditions,which are incorporated by reference and found either following this document,or
on the web at https://www.ferguson.com/content/website-info/terms-of-sale
Govt Buyers: All items are open market unless noted otherwise.
LEAD LAW WARNING:It is illegal to install products that are not"lead free"in accordance with US Federal or other applicable law in potable water
systems anticipated for human consumption.Products with*NP in the description are NOT lead free and can only be installed in non-potable
applications.Buyer is solely responsible for product selection.
CURVE DATA CURVE DATA
"P" CURVE DATA CURVE DATA
P.I.11+72.73
P.=21°72.73. Lt. P.I.12+86.13"P" P.I.13+34.31"P" P.I.13+75.55"P"
CURVE DATA R=75.00' A=18°23'11.9"Lt. A=30°3T18.4"Rt. A=12°14'19.5"Lt.
CURVE DATA T= 14.31' R=105.00' R=115.00' R=105.00'
P.I.10+60.44"P" T=16.99'
p=25°53'34.6"Lt P.I.11+23.39"P" L=2g 27' T=31.48' T=11.26'
A=47°32'07.2"Rt• E=1.35' L=33.70' L=61.46' L=22.43'
R=105.00' R=90.00' E=1.37' E=4.23'
T=24.14' E=0.60'
L=47.45' T=39.63' a w " ,
E=2.74' L=74.67' t, R1
E=8.34'
Proposed 4"SDR
Proposed 15" 40
,,i�� P.I.11+Curve ca tch basin
i
4.4 Tons Revetment Riprap& (No Curve Run)
3.6 Sys Geotextiles Req'd. STR No.11® P.I.C 56Ru )P' \ti
STR.N .10 198'oft:Pipe Line"Shelburne" (No Cur Run)
23+00 18'of Pipe i 1 p•
13+34.31 \
1 4+0 25+00 26+00 ` SHELBORNE RD 27+00 28+�':�
---- -- _ ion Line , ,
:INGonstr.Limits Lj—�p,I.11+23 39"P" f y P.I.12+86. 'P" P. 3+75.5:' �Constr.Limits
FION i I _� }1�
P.�`10+60.44„P.' 1 p0 �� ,f.Ti ��"�' A.. Via,\\ --- I -
es
-
'II
' w 4 �n 00000101.11 , ,- 7:. : , =1111111.1111ki: — - -
a � ' ® °--4-,011--, m is' _ 1 Line„P,
— ' , • (''v'0')' +33.00 69'TE ' ' W FOR`,GRAD 1 L tr.Limits
t" R(+32.73)i._ , I .. r op osad 1 F(,l'
• 4"SDR 40 14
Regrade to new culvert 45.00' of o v r u �a 3.3 Tory ,t evetrr5]]ai,t Rip ap&rr \�v previously installed ELI ;,Ni,, i )i 1 ,',P
I2.7,Sys eotextillis Req.. to extend existing '
3.3 Tons Revetment R' o ' 1 r „pipe below path b't Ti, r� ,
2.7 Sys Geotextile +33.05) w w 'I (50.38')) Ex.Catch 25+68.3,8asin5xlh 91� � )S r i��)\r i,
{ I
60.00 I 5 I �' �- ;t I IAJ-ILTL R C,A',PIPE
BLOCK w RIM:898.82 DEPTH IS OVER 6.0'
tn \_.
COMMON A EA Ex.catch Basin#1-219 e l
STD t 25+38.3;n.o RT. �\ ii PANHANDLE I
.00K D I RIM:899 5,1 `� `1 PIPELINE EA:
\ION AREA i 24\DIAMETER GAS PIPE(ABANDON D)
` I I aEVsI\,-S'95.0 TOP OF PIPE
i \
—{ a
App. �I a BLOCK A v
``i w a a COMMON AREA `\\ '
FOR AUGMENT
TIE-IN, SEE SH
1 1
\
R!ETHRILEY
CONSTRUCTION CO. INC.
100% Quality • 100% Employee Owned • Over 100 Years
LETTER OF TRANSMITTAL
T . USI Consultants, Inc. DATE: 6.14.19
8415 E. 56th Street
Indianapolis, IN 46216 PROJECT: 16-ENG-69 Shelborne Road Multi-
Use Path Construction
JOB#: RR Job#3200736
ATTN: Kevin Harris RE: Add Topsoil Material
We Are Sending: Submitted For: Action Taken:
Shop Drawings i X Approval Approved as Submitted
Letter ! Your Use Approved as Noted
Prints/Plans As Requested Returned After Loan
X Change Order Review and Comment Resubmit Copies
t Samples Submit Copies
i Specifications ! Sent Via: Email Returned
I Other: X Attached Returned for Corrections
Separate Cover Via: Due Date:
Notes/Remarks:
The following pricing is based upon the requested scope of work to add 8 loads of topsoil material for
drainage. This price does not include seeding or erosion mat. These will be paid under separate items.
Item Description Quantity Unit Unit Price Extension
EWA TOPSOIL 120.00 CY $23.78 $2,853.60
CC: 3200736-Job File Signed:
Gary Davis, RR Superintendent
John Tuddy, RR General Superintendent `1
Jeff Ma , . Project Manager
P.O. Box 276 •1751 W.Minnesota St.•Indianapolis, IN 46206 Phone:(317)634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 6/14/19 Work Performed: Topsoil
CONTRACT: 3200736 PROJECT: Shelborne Road Multi-Use Path Construction
FORCE ACCOUNT/EXTRA WORK FOR:
LABOR 109.05(b)(11
HOURS
EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION
CARPENTER 0.00 $27.51 $0.00
CARPENTER FOREMAN 0.00 $29.01 $0.00
COMBINATION 0.00 $30.51 $0.00
FINISHER 0.00 $26.22 $0.00
FOREMAN 0.00 $35.80 $0.00
LABORER 0.00 $25.22 $0.00
MECHANIC 0.00 $35.80 $0.00
OPERATOR(103) 0.00 $34.80 $0.00
OPERATOR(841) 0.00 $33.25 $0.00
OPERATOR OILER(103) 0.00 $30.66 $0.00
QA TECH 0.00 $25.22 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $44.80 $0.00
TEAMSTER 0.00 $28.41 $0.00
TOTAL LABOR $0.00 (2)
FICA t % x LINE(2) $0.00 (3)
FRINGES
EMPLOYEE HOURS RATE EXTENSION
CARPENTER 0.00 X _ $22.32 = $0.00
CARPENTER FOREMAN 0.00 X $22.32 = $0.00
COMBINATION 0.00 X _ $15.16 = . $0.00
FINISHER 0.00 X $15.16 = $0.00
FOREMAN 0.00 X $18.41 = . $0.00
LABORER 0.00 X $15.16 = $0.00
MECHANIC 0.00 x $18.41 = $0.00
OPERATOR(103) 0.00 X _ $18.41 = $0.00
OPERATOR(841) 0.00 X $21.36 = $0.00
OPERATOR OILER(103) 0.00 x _ $17.66 = . $0.00
QA TECH 0.00 X $15.16 = $0.00
SUPERINTENDENT/PROJECT MAN 0.00 X $18.41 = $0.00
TEAMSTER 0.00 x $14.91 = $0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION #' % X LINE(2) $0.00 (5)
BODILY INJURY/PROPERTY DAMAGE INSURANCE % X LINE(2) $0.00 (6)
STATE UNEMPLOYMENT a % X LINE(2) $0.00 (7)
FEDERAL UNEMPLOYMENT ":7) % X LINE(2) $0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9)
TOTAL LINES 2,3,4,5,6,7,8&9 $0.00(10)
20%x LINE(10) $0.00(11)
GRAND TOTAL LABOR LINES(10)+(11) $0.00(12)
Page 1 of 2
MATERIAL 109.05(b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price Extenstion
M Topsoil 120.00 CY $ 21.00 $ 2,520.00,
$ - $
$ - $
$ $
$ - $ -
$ $
MATERIALS PURCHASED $0.00 (18)
MATERIALS MANUFACTURED $2,520.00 (19)
TOTAL: LINE(18)+(19) $2,520.00 (20)
12%x LINE(20) $302.40 (21)
GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $2,822.40 (22)
EQUIPMENT 109.05(b)(4)
Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
Trucking•Striaght Time $0.00 $0.00
Trucking-Over Time $0.00 $0.00
Trucking-Double Time $0.00 $0.00
TOTAL EQUIPMENT $0.00 (23)
TOTAL TRUCKING $0.00 (24)
FUEL,LUBRICANTS AND TRANSPORTATION COSTS __ $0.00 (25)
TOTAL LINES(23)+(24)+(25) $0.00 (26)
12%x LINE(26) $0.00 (27)
GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $0.00 (28)
SUBCONTRACTORS 109.05(b)(61
DESCRIPTION AMOUNT
TOTAL SUBCONTRACT WEEK ENDING $0.00 (29)
10%x LINE(30)$3,000.00 OR LESS $0.00 (31)
7%x LINE(30)OVER$3,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $0.00 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22),(28)&(33) $2,822.40 (34)
%OF BOND RATE BASED UPON LINE(34) $28.22 (35)
10%x LINE(35) $2.82 (36)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $2,853.45 (37)
UNIT PRICE $23.78
Page 2 of 2
Martin
Marietta
Quote Date 6/14/2019 Expiration Date 9/14/2019
Account Name RIETH-RILEY CONST CO INC Quote Name Shelbourne Rd-Carmel
Account Number 248823
Street Address Shelbourne Rd&106th
City Carmel
County Hamilton
State/Province IN
Postal Code 46032
Country United States
Tax Exempt Yes
I am pleased to quote prices on the following required products on the above project:
Product Product Plant Plant ID Quantity Product Price Haul Haul Rate Per Unit Total
ID Unit Unit Total
PULVERIZED 1301 S. Indianapolis 25806 120 CY $21.00 Load $194.00 TBD TBD
TOPSOIL Topsoil
Product Total $2,520.00
Per Unit Haul Rate Total $0.00
Flat Haul Rate Total TBD
Combined Amount TBD
BY SIGNING BELOW OR ACCEPTING PRODUCTS SOLD BY MARTIN MARIETTA,THE CUSTOMER AGREES TO BE BOUND BY THE
TERMS AND CONDITIONS FOLLOWING THIS SIGNATURE UNE:
Matt Wynberry
Email:matt.wynberry@martinmarietta.com
Phone:317-244-4460
Fax:317-248-3153
Mobile:317-626-5295
Accepted This Day Of
Sales Representative Signature/Title
hk Martin
Marietta
Terms and Conditions
OTC-211044 Prices valid for 90 days from quote date. If the quote is accepted within the date range
listed above, prices will be valid until 12/31/2019. The above prices apply to plants noted
on this quote only and are subject to an increase after the listed price expiration date.
Materials are subject to availability at the specified plants.
TERMS:
1.This quotation will be valid for a period of thirty(30)days unless otherwise set forth on the face hereof. In order to make it a
binding agreement,the Customer must accept all of its terms by either signing and returning a copy to Martin Marietta or by
accepting products sold by Martin Marietta within that period of time.Any quotation that does not become binding prior to the quote
expiration date above will lapse.
2.If the terms of this quotation are accepted,it will constitute an agreement under which Martin Marietta will sell the products shown
to the Customer,and the Customer will purchase such products from Martin Marietta,for the prices indicated,during the time period
specified at the time of sale or agreed to by the parties in writing.
3.At the time of shipment,Martin Marietta warrants good title and conformance to the specifications set forth on the face hereof or,
if no specifications are so referenced,the customary specifications of Martin Marietta for such products from the facility of Martin
Marietta indicated above.No other specifications will apply,including,without limitation,those relating to moisture.Other than the
warranties stated in the first sentence of this paragraph,MARTIN MARIETTA HEREBY EXCLUDES ANY AND ALL OTHER
WARRANTIES,EXPRESS OR IMPLIED,WRITTEN OR ORAL,INCLUDING,BUT NOT LIMITED TO,WARRANTIES OF
MERCHANTABILITY AND ALL WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE AND ALL OTHER
WARRANTIES,EXPRESS OF IMPLIED,AS TO THE
PERFORMANCE OF ITS AGGREGATES,WHETHER WITH RESPECT TO ALKALI-AGGREGATE REACTIVITY.IF PRODUCT IS
UNSATISFACTORY,MARTIN MARIETTA'S LIABILITY IS LIMITED TO FURNISHING REPLACEMENT MATERIAL.IN NO EVENT
SHALL MARTIN MARIETTA BE LIABLE TO CUSTOMER FOR LOSS OF PROFITS OR REVENUE OR FOR ANY OTHER
CONSEQUENTIAL, INCIDENTAL,SPECIAL OR PUNITIVE DAMAGES.
4.All products will be delivered FOB at the particular facility of Martin Marietta indicated above or as otherwise shown. Deliveries
will occur in a manner that conforms to customary industry practice.If deliveries are to occur at a jobsite,a safe and secure delivery
area must be provided by the Customer.Deliveries made inside curb line or on the lot are at Customer's risk only,and Martin
Marietta accepts no responsibility whatsoever for damage resulting from such deliveries.
5.The Customer will be responsible for all compaction and other preparatory work required at the jobsite prior to the placement of
the products shown.Martin Marietta will not be responsible for any problems that may arise if such preparatory work is not properly
performed.
6.The prices set forth above are based upon the provisions of this quotation and the customary production and delivery practices of
Martin Marietta.If the Customer hereafter requests action by Martin Marietta that is not customary,Martin Marietta will attempt to
comply with the request,subject to the following:
A.If the Customer requests additives to products which are not a part of the applicable specifications described above,they will be
added by Martin Marietta,if available,and an amount equal to the then standard price of Martin Marietta for such additives will be
Martin
Marietta
added to the purchase price.Customer remains responsible for determining appropriate specifications and additives,if any,
appropriate for its specific project.
B.If the Customer requests delivery FOB at the jobsite in trucks or trailers that are different from customary tractors with end or
bottom dump trailers,Martin Marietta will attempt to comply with such request and,if successful,will add the then standard prices of
Martin Marietta for such trucks or trailers to the purchase price.
C.If the Customer requests deliveries of products at night or on weekends or holidays,Martin Marietta will attempt to comply with
such request,subject to sufficient advance notice and a prior agreement with the Customer regarding additional charges for such
services that will be added to the purchase price.
7.In addition,Martin Marietta may also add amounts to the purchase prices to reflect fuel surcharges that are imposed by third
parties in connection with any shipment of the products shown or any materials that are used in the production thereof,or any other
recuperative charges that are then applied by Martin Marietta to similar sales. Demurrage charges will begin after the first hour of
waiting at the jobsite and will be$50 per hour per truck,charged in no less than 30 minute increments.
8.Shipments are subject to prior credit approval.If credit is approved,all payments must be made in accordance with the then
applicable credit policies of Martin Marietta,and if not so made,the agreement that is contemplated herein may be terminated by
Martin Marietta immediately.Terms of payment are net 30 days following date of invoice,and payment is not dependent on receipt
of payment by Customer from Owner or others.If not paid when due,Customer agrees to pay interest charges at the rate of 1.5%
per month or the maximum lawful rate,whichever is lower,and Martin Marietta's reasonable costs of collection,including reasonable
attomey's fees.
9.All deliveries of products are subject to delays that may be experienced by Martin Marietta in connection with adverse weather
conditions,labor disputes,strikes,sabotage,war,govemmental action,mechanical failures,inventory shortages,rail or truck
transportation,and other similar events.Under such circumstances,Martin Marietta shall have the additional time needed to
complete the order and/or the right to allocate the available supply in any manner it selects.
10.The Customer will be responsible for any taxes owed as a result of the sale of products hereunder unless the Customer provides
Martin Marietta with a valid tax exemption certificate or other documentation properly indicating that such taxes should not be
collected.
11.Martin Marietta shall not be deemed to have waived any right,power,privilege or remedy unless such waiver is expressly in
writing and duly executed. No partial exercise,failure to exercise,delay in exercising or course of dealing with respect to any right,
power,privilege or remedy shall operate as a waiver thereof by Martin Marietta or of any other right,power,privilege or remedy.
12.These terms shall control the sale and purchase of the products shown and shall be a part of the Customer's purchase
agreement and may not be modified or altered in any way unless expressly approved in writing by a duly authorized representative
of Martin Marietta.Any acceptance by the Customer that changes the terms hereof will not be effective. Martin Marietta is not
bound by any Prime Contract between Owner and Customer which Seller has not signed.
13.The laws of the state of North Carolina shall govem the validity,interpretation,construction and effect of these terms and
conditions and any Order,without regard to principles of conflict or choice of law.
IETH
-� ILEY CONSTRUCTION CO. INC.
100% Quality • 100% Employee Owned • Over 100 Years
LETTER OF TRANSMITTAL
TO: USI Consultants, Inc. DATE: 6.21.19
8415 E. 56th Street
Indianapolis, IN 46216 PROJECT: 16-ENG-69 Shelborne Road Multi-
Use Path Construction
JOB#: RR Job#3200736
ATTN: Kevin Harris RE: Add Erosion Control Blanket
We Are Sending: Submitted For: Action Taken:
Shop Drawin s X Approval Approved as Submitted
Letter Your Use Approved as Noted
Prints/Plans As Requested Returned After Loan
X Change Order Review and Comment _ Resubmit Copies
Samples Submit Copies
Specifications Sent Via: Email Returned
Other: X Attached Returned for Corrections
Separate Cover Via: Due Date:
Notes/Remarks:
The following pricing is based upon the requested scope of work to add erosion control blanket to the
project. The quantity shown is an estimated amount.
Item Description Quantity Unit Unit Price Extension
EWA EROSION CONTROL BLANKET 1,044 SY $1.39 $1,451.16
CC: 3200736-Job File Signed:
Gary Davis, RR Superintendent
John Tuddy, RR General Superintendent
Jeff Ma ; , r. Project Manager
P.O.Box 276 •1751 W.Minnesota St.•Indianapolis, IN 46206 Phone:(317)634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 6/20/19 Work Performed: Erosion Control Blanket
CONTRACT: 3200736 PROJECT: Shelborne Road Multi-Use Path Construction
FORCE ACCOUNT/EXTRA WORK FOR:
LABOR 109.05(b)(1)
HOURS
EMPLOYEE Regular Overtime Doubletime I TOTAL RATE EXTENSION
CARPENTER i 0.00 $27.51 $0.00
CARPENTER FOREMAN 0.00 $29.01 $0.00
COMBINATION _ 0.00 $30.51 $0.00
FINISHER 0.00 $26.22 $0.00
FOREMAN 0.00 $35.80 $0.00
LABORER 0.00 $25.22 $0.00
MECHANIC 0.00 $35.80 $0.00
OPERATOR(103) 0.00 $34.80 $0.00
OPERATOR(841) 0.00 $33.25 $0.00
OPERATOR OILER(103) 0.00 $30.66 $0.00
QA TECH 0.00 $25.22 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $44.80 $0.00
TEAMSTER 0.00 $28.41 $0.00
TOTAL LABOR $0.00 (2)
FICA 7.50 % x LINE(2) $0.00 (3)
FRINGES
EMPLOYEE HOURS RATE EXTENSION
CARPENTER 0.00 X $22.32 = $0.00
CARPENTER FOREMAN 0.00 X $22.32 = $0.00
COMBINATION 0.00 X $15.16 = $0.00
FINISHER 0.00 X $15.16 = $0.00
FOREMAN 0.00 X $18.41 = $0.00
LABORER 0.00 x $15.16 = _ $0.00
MECHANIC 0.00 X _ $18.41 = $0.00
OPERATOR(103) 0.00 x $18.41 = $0.00
OPERATOR(841) 0.00 x $21.36 = . $0.00
OPERATOR OILER(103) 0.00 X $17.66 = $0.00
QA TECH 0.00 x $15.16 = $0.00
SUPERINTENDENT/PROJECT MAN 0.00 x $18.41 = . $0.00
TEAMSTER 0.00 X $14.91 = $0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION arta % X LINE(2) $0.00 (5)
BODILY INJURY/PROPERTY DAMAGE INSURANCE '.:iri, % X LINE(2) $0.00 (6)
STATE UNEMPLOYMENT % X LINE(2) $0.00 (7)
FEDERAL UNEMPLOYMENT 1`40 j % x LINE(2) $0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9)
TOTAL LINES 2,3,4,5,6,7,8&9 $0.00(10)
20%x LINE(10) $0.00(11)
GRAND TOTAL LABOR LINES(10)+(11) $0.00(12)
Page 1 of 2
MATERIAL 109.05(b)(3)
Purchased or
Manufactured Descnption Quantity Unit Unit Price Extension
$ - $
$ - $
$ - $
$ - $
$ - $•
-
$ - $ -
MATERIALS PURCHASED $0.00 (18)
MATERIALS MANUFACTURED $0.00 (19)
TOTAL: LINE(18)+(19) $0.00 (20)
12%x LINE(20) $0.00 (21)
GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22)
EQUIPMENT 109.05(b)(4)
Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
FOREMAN TRUCK $13.39 $0.00
BACKHOE $35.99 $0.00
SKID STEER MILL $34.88 $0.00
SWEEPER $36.96 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
Trucking-Straight Time $106.00 $0.00
Tricking-Over Time $121.00 $0.00
Trucking-Double Time $0.00 $0.00
TOTAL EQUIPMENT _ $0.00 (23)
TOTAL TRUCKING $0.00 (24)
FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25)
TOTAL LINES(23)+(24)+(25) $0.00 (26)
12%x LINE(26) $0.00 (27)
GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $0.00 (28)
SUBCONTRACTORS 109.05(b)(6)
DESCRIPTION AMOUNT
Roudebush(Erosion Control Blanket) $1,305.00
TOTAL SUBCONTRACT WEEK ENDING $1,305.00 (29)
10%x LINE(30)$3,000.00 OR LESS $130.50 (31)
7%x LINE(30)OVER$3,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS,LINES(30)+(31)+(32) $1,435.50 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22),(28)&(33) $1,435.50 (34)
%OF BOND RATE BASED UPON LINE(34) $14.36 (35)
10%x LINE(35) $1.44 (36)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $1,451.29 (37)
QUANTITY 1,044.00
UNIT PRICE $1.39
Page 2 of 2
Co. INC.
RiEn,_____LaHji,Ey CONSTRUCTION ,
100% Quality • 100% Employee Owned • Over 100 Years
LETTER OF TRANSMITTAL
TO: USI Consultants, Inc. DATE: 6.20.19 (REVISED 10.7.19)
8415 E. 56th Street
Indianapolis, IN 46216 PROJECT• 16-ENG-69 Shelborne Road Multi-
Use Path Construction
JOB#: RR Job#3200736
ATTN: Kevin Harris RE: T&M Path Repair
We Are Sending: Submitted For: Action Taken:
Shop Drawings X Approval Approved as Submitted
Letter Your Use Approved as Noted
Prints/Plans As Requested Returned After Loan
X ; Change Order Review and Comment Resubmit Copies
Samples Submit Copies
Specifications Sent Via: Email Returned
i Other: a X Attached Returned for Corrections
Separate Cover Via: Due Date:
Notes/Remarks:
The following pricing is based upon the requested scope of work to complete repairs to the HMA path on
a time and material basis.
Item Description Quantity Unit Unit Price Extension
EWA T&M PATH REPAIRS 1.00 LS $3,317.99 $3,317.99
CC: 3200736-Job File Signed:
Gary Davis, RR Superintendent 1,j
John Tuddy, RR General Superintendent
Jeff Matti , roject Manager
P.D. Box 276 • 1751 W.Minnesota St.•Indianapolis, IN 46206 Phone:(317)634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 10/7/19 Work Performed: Time and Material Path Repairs
CONTRACT: 3200736 PROJECT: Shelborne Road Multi-Use Path Construction
FORCE ACCOUNT/EXTRA WORK FOR:
LABOR 109.05(b)(1)
HOURS
EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION
CARPENTER 0.00 $27.51 $0.00
CARPENTER FOREMAN 0.00 $29.01 $0.00
COMBINATION 0.00 $30.51 $0.00
FINISHER 0.00 $26.22 $0.00
FOREMAN 10.25 10.25 $35.80 $366.95
LABORER 28.50 28.50 $25.22 $718.77.
MECHANIC 0.00 $35.80 $0.00
OPERATOR(103) 17.50 _ 17.50 $34.80 $609.00
OPERATOR(841) 0.00 $33.25 $0.00
OPERATOR OILER(103) _ 0.00 $30.66 $0.00
QA TECH _ 0.00 $25.22 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $44.80 $0.00
TEAMSTER 0.00 $28.41 $0.00
TOTAL LABOR $1,694.72 (2)
FICA ; 7.50 % x LINE(2) $127.10 (3)
FRINGES
EMPLOYEE HOURS RATE EXTENSION
CARPENTER 0.00 X $22.32 = $0.00
CARPENTER FOREMAN 0.00 X $22.32 = $0.00
COMBINATION 0.00 X $15.16 = $0.00
FINISHER 0.00 X $15.16 = $0.00
FOREMAN 10.25 x $18.41 = $188.70
LABORER 28.50 X $15.16 = $432.06
MECHANIC 0.00 X $18.41 = $0.00
OPERATOR(103) 17.50 X $18.41 = $322.18
OPERATOR(841) 0.00 X $21.36 = _ _$0.00
OPERATOR OILER(103) 0.00 x $17.66 = $0.00
QA TECH 0.00 X $15.16 = $0.00
SUPERINTENDENT/PROJECT MAN 0.00 x $18.41 = $0.00
TEAMSTER 0.00 X $14.91 = $0.00
TOTAL FRINGES $942.94 (4)
WORKERS COMPENSATION % X LINE(2) $96.94 (5)
BODILY INJURY/PROPERTY DAMAGE INSURANCE +{-; / % X LINE(2) $98.29 (6)
STATE UNEMPLOYMENT tc( 4 % X LINE(2) $65.25 (7)
FEDERAL UNEMPLOYMENT gi. % X LINE(2) $6.78 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9)
TOTAL LINES 2,3,4,5,6,7,8&9 $3,032.02(10)
20%x LINE(10) $606.40(11)
GRAND TOTAL LABOR LINES(10)+(11) $3,638.42(12)
Page 1 of 2
MATERIAL 109.05(b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price Extenstion
M Asphalt 16.17 TN $ 44.77 $ 723.93
$ - $
$ $
$ - $
$ - $
$ $
MATERIALS PURCHASED $0.00 (18)
MATERIALS MANUFACTURED $723.93 (19)
TOTAL: LINE(18)+(19) $723.93 (20)
12%x LINE(20) $86.87 (21)
GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $810.80 (22)
EQUIPMENT 109.05(b)(4)
Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
FOREMAN TRUCK $13.39 10.25 $137.25
BACKHOE $35.99 8.00 $287.92
SKID STEER MILL $34.88 8.00 $279.04
SWEEPER $36.96 5.50 $203.28
$0.00 $0.00
$o.00 $0.00
$o.00 $0.00
moo $0.00
$o.00 $0.00
Trucking-Striaght Time $106.00 9.25 $980.50
Trucking-Over Time $121.00 $0.00
Trucking-Double Time $0.00 $0.00
TOTAL EQUIPMENT $907.49 (23)
TOTAL TRUCKING $980.50 (24)
FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25)
TOTAL LINES(23)+(24)+(25) $1,887.99 (26)
12%x LINE(26) $226.56 (27)
GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $2,114.55 (28)
SUBCONTRACTORS 109.05(b)(6)
DESCRIPTION AMOUNT
TOTAL SUBCONTRACT WEEK ENDING $0.00 (29)
10%x LINE(30)$3,000.00 OR LESS $0.00 (31)
7%x LINE(30)OVER$3,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $0.00 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22),(28)8.(33) $6,563.77 (34)
%OF BOND RATE BASED UPON LINE(34) $65.64 (35)
10%x LINE(35) $6.56 (36)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $6,635.97 (37)
Page 2 of 2
Date.03/27/2019 Time Card Detail Report 3200736 •
Foreman:545220:MOORE,ANTHONY T _ 16-ENG-69 Shelbourne Path
Biditem: 903-32900 Approved
Activity:
Rework: Reviewed
Accepted
gg LEY Locations:
Production Qty: 0
Alt Code: 40207450.
Employee Name
-or- Hours Pay Class REVISED
Equipment Description ST OT DT Total Employee Signature
MOORE,ANTHONY T 8 3.5 0 8/3.5 101d A77" 8/3.5 5.75
TRUCK PICKUP 1/2 TON 1500 QUAD 11.5 0 0 11.5 11.5 5.75
CONWAY,KYLE G 8 3 0 8/3 10131.ACAT3 8/3 5.5
MCDONALD JR,STEVEN R 8 3 0 8/3 1O18LACAT3 8/3 5.5
GEER,JACOB L 8 3 0 8/3 1017LACAT1 8/3 5.5
SALCEDO QUEVEDO,ALFONSO 8 3 0 8/3 '00°1OPORP1 8/3 5.5
SWEEPER ROAD DT8OK DT8OK 3 0 0 3 3 1.5
Biditem Location Activity Cost Code Notes
903-32900 I I I Dig out bad areas,fill with stone and int.10 ton of stone,10.34 ton of int from plant 326,repair broken pipe,mill around manholes,valves,and
drives.nachos and skidstearmill not in system have stickers no numbers should be used 4 hrs per.
Printed on: 06/20/2019 09:39:19 Page 1
Date:03/28/2019 Time Card Detail Report 3200736
Foreman:545220:MOORE,ANTHONY T 16-ENG-69 Shelbourne Path
Biditem: 903-32900 Approved
�� Activity: Reviewed
Rework: Accepted
METH-LEY Locations:
Production Qty: 0
Alt Code: 40207450.
Employee Name
-or- Hours Pay Class
Equipment Description ST OT DT Total Employee Signature
MOORE,ANTHONY T 4.5 0 0 _4.5 10101 Ann 4.5
TRUCK PICKUP 1/2 TON 1500 QUAD 4.5 0 0 4.5 4.5
CONWAY,KYLE G 4 0 0 4 1016ACAT3 4
MCDONALD JR,STEVEN R 4 0 0 4 1016LACAT3 4
GEER,JACOB L 4 0 0 4 1017ACAT1 4
SALCEDO QUEVEDO,ALFONSO 4 0 0 4 ROOO1OPORP1 4
SWEEPER ROAD DT8OK DT8OK 4 0 0 4 4
CARVER,DARRIN L 4 0 0 4 20001°P°RPt 4
BROWN,TRAVIS C 4 0 0 4 200010P0RP1 4
Biditem Location Activity Cost Code Notes
903-32900 I I I Dig out and patch,finish milling,and paint 5.83 ton from plant 326.skidstear and backhoe have no numbers should be 4 hrs per.
Printed on: 06/20/2019 09:39:19 Page 2
Kevin Harris
From: Jeff Mattix <jmattix@rieth-riley.com>
Sent: Monday, October 7, 2019 5:10 PM
To: Kevin Harris
Cc: Gary Davis; David Littlejohn; Scott Dick
Subject: RE: Shelborne Road -Additional Work, Seed, and Change Order Items
Attachments: 736 Invoice#3 32003959.pdf;TM Path Repair REVISED.pdf; FW: Install ticket for Project:
16-ENG-69 Shelborne Rd Multi Use Path- Dated 4.15.19 (18045)
CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
Kevin,
See responses below and attached.
RJETH- 1LEY CONsrnLCr1ON Co.,INC.
Jeff Mattix
semiorP,r>,eea.Manager 9 ) " 0
1751 W.Minnesota St '
6 -14'ork{�17)b34 5561x21216 — — — — -,
Matt 344-705 ANNIVE90,511►jmatta g�rittrief h-r�ysors
11111111111111111111111111
Cell:812-340-7025
From: Kevin Harris<kharris@usiconsultants.com>
Sent:Tuesday, October 01,2019 3:41 PM
To:Jeff Mattix<jmattix@rieth-riley.com>
Cc:Gary Davis<gdavis@rieth-riley.com>; David Littlejohn<dlittlejohn@carmel.in.gov>;Scott Dick
<sdick@usiconsultants.com>
Subject: RE:Shelborne Road-Additional Work,Seed, and Change Order Items
CAUTION: This email originated from outside Rieth—Riley Construction.
Do not click links or open attachments unless you recognize the sender and know the content is safe.
Jeff,
I never received an invoice for Pay Estimate No. 3. Did you submit the pay estimate to the City of Carmel? If so,will you
please send me a copy. Copy attached.
Also, as previously discussed in an email that I sent on 7/30/19,the City of Carmel will only pay up to the planned
quantity of permanent mulched seeding for the first time it was seeded as this project was originally planned to be
completed last year. I don't understand your point.The overage that Roudebush is claiming is the amount of seeding
that has been completed in 2019.
1
Also, as discussed on the phone and per email sent on 7/10/19, I had requested a revision for the hours worked on just
the repair instead of for the whole day since other work was completed on that day. Please send this to me so that I can
add this to change order no. 2 for approval. See attached pricing
For the pavement marking items,see my response from email sent on 5/9/19 for the discrepancies that I had. See
attached email from ISB.
The City of Carmel has also requested a price reduction for the asphalt that was damaged by what appears to be from
the sawcut machine.The credit we are offering is an amount equal to what it cost to sawcut and remove the portion of
path completed earlier.The credit amount is$3,000.00
I will review the discrepancies for items 15 and 50 for what tickets and measurements that I have.
Do you have a schedule on the structure modification and crosswalk at Weston Drive?This work will still be completed
this year,correct?Yes,we plan to complete the extra work this year.We will need a notice to proceed (email is fine).
Does Carmel want to complete this on a time and material basis?Will you be signing our daily work records to verify
what was done?
Thank you,
Kevin Harris I Construction Project Manager
USI Consultants,Inc.
8415 E.56th Street
Indianapolis,IN 46216
Office:(317)544.4996 I Cell:(317)363.9360
kharrisPusiconsultants.com I www.usiconsultants.com
movingINFRASTRUCTUREforward >>
From: Jeff Mattix [mailto:jmattix@a>rieth-rilev.com]
Sent: Friday, September 27, 2019 4:34 PM
To: Kevin Harris
Cc: Gary Davis; David Littlejohn; Scott Dick
Subject: RE: Shelborne Road -Additional Work, Seed, and Change Order Items
CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
Kevin,
Below are the quantities for Estimate#4.
Bid Bid Item description U/M
Item
number Estimate 4
15.00 HMA FOR MULTI-USE PATH TON
8.23
22.00 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH
1.00
2
Kevin Harris
From: Kevin Harris
Sent: Monday, October 14, 2019 10:16 PM
To: Jeff Mattix
Cc: Gary Davis; David Littlejohn
Subject: Fwd: Shelborne path - additional work, credit
Jeff,
The City of Carmel agrees to the estimated cost proposal for the additional crosswalk and structure modification work.
As previously discussed,this additional work with be completed on a T&M basis. Please proceed with all of this work as
soon as possible and let me know when you will start.
Also,The City of Carmel accepts the$3,000 credit for the damage to the edge of the path where it was cut. I will add this
to Change order no. 2.
Thank you,
Kevin Harris I Construction Project Manager
USI Consultants, Inc.
8415 E. 56th Street
Indianapolis,IN 46216
Office: (317) 544.4996 I Cell: (317) 363.9360
kharris@usiconsultants.com I www.usiconsultants.com
Begin forwarded message:
From: "Littlejohn, David W"<dlittleiohn@carmel.in.gov>
Date:October 14, 2019 at 2:45:54 PM EDT
To: Kevin Harris<kharris@usiconsultants.com>
Subject:Shelborne path-additional work,credit
CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless
you recognize the sender and know the content is safe.
Kevin,
After reviewing the proposed cost estimate for the crosswalk at Weston Dr. we determined that we are
comfortable with the cost and would like them to proceed. We also accept the$3,000 credit for the
damage along the path where it was cut. Please let Rieth Riley know that we would like them to
proceed with the all of the work as soon as possible.
Thanks,
David Littlejohn,AICP
Alternative Transportation Coordinator
Department of Community Services
City of Carmel
One Civic Sq.
Carmel, IN 46032
(317) 571-2306
rA Please consider the environment before printing this e-mail
2