HomeMy WebLinkAboutChange Order 3; Rieth-Riley Construction, Inc.; ($171,824.40); 20-ENG-01 Smokey Row Road Reconstruction from Old Meridian Road to Range Line Road; CO #3; Engineering DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
City of Carmel Project 20-ENG-01
APPROVED
Smoky Row Road Reconstruction from
Old Meridian Road to Rangeline Road
CHANGE ORDER#3
This Change Order shall consist of establishing a new contract pay items and adjusting or eliminating
existing contract pay items for added or redesigned work associated with the Smoky Row Contract for
Project 20-ENG-01. This new work consists of constructing the Monon Trail bridge over the O.H.W.M.
which would require access from the Hagan-Burke Trail and a redesign of the Bent 1 Cut Wall and Bent 2
Cut Wall. A contract time extension is required for this change, but the full extent of the time extension
is unknown. A future change order will be required to address the time extension. (See attachments for
additional Change order details)
Contract Price prior to this Change Order $8,059,084.07
Contract Price will be increased/decreased by this Change Order $ 171,824.40
New Contract Price including this Change Order $8,230,908.47
Amount Adjusted Contract Cumulative%Change
Price from Original Contract
Original Contract $7,198,416.21 $7,198,416.21 N/A
CO1 _ $67,144.18 $7,265,560.39 0.93%
CO2 $793,523.68 $8,059,084.07 11.96%
CO3 $171,824.40 $8,230,908.47 14.34%
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
CITY OF CARMEL
TO: Rieth-Riley Construction CONTRACT CHANGE ORDER NO.: 3
1751 W.Minnesota Street DATE: 8/24/22
Indianapolis, IN. 46221 PROJECT NAME: Smoky Row Road Reconstruction
CITY REQ. NO.: 20-ENG-Oi
CITY P. 0.NO.: 106303
CITY P. O. DATE.: 2/23/22
I. You are directed to make the following changes in this Contract:
This Change Order shall consist of establishing a new contract pay items and adjusting or
eliminating existing contract pay items for added or redesigned work associated with the Smoky
Row Contract for Project 20-ENG-01. This new work consists of constructing the Monon Trail
bridge over the O.H.W.M. which would require access from the Hagan-Burke Trail and a redesign
of the Bent I Cut Wall and Bent 2 Cut Wall.A contract time extension is required for this change,
but the full extent of the time extension is unknown. A future change order will be required to
address the time extension.(See attachments for additional Change order details)
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.:
Other: ATTACHMENT A
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 8,059,084.07
Contract Price will be increased/decreased by this Change Order $ I71,824.40
New Contract Price including this Change Order $ 8,230,908.47
Contract Time Prior to this Change Order 0 Days 12/2/22 Completion Date
Net increased/decreased resulting from this Change Order _0_ Days
Current Contract Time including this Change Order 0 Days 12/2/22 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 The Above Changes Are Approved:
Recommended: Accepted: j DocuSigned by:
Beam,Longest and Neff LLC Rieth-RileyConstruction Inc. A-' 1
-20
ENGINEER CONTRACTOR J —Zafrdairiard,Mayor
8320 Craig Street 1751 W.Minnesota Street haril 1luu,
Address Address 5gk 2flurke,Member
Lei NW-
Lori2Wat6on mber
Indianapolis, IN 46250 Indianapolis, IN 46221
City/State/Zip City/State/Zip Je y Ka�hman,PE;City
leer
By:c 1 By:� l `'7/"r ATTEST:
V �DocuSignedby:
Phone: 317-849-5832 Phone: 317-634-5 Soa
kc}°^o
8/29/22 Sue�8T��e�`����-�
Date: Date: �� Date:
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
ATTACHMENT A
CHANGE ORDER NO. 3
Item Description Units Unit Price quantity Amount
No.
Increase Decrease Increase Decrease
49 _Fence,Wood,Reset - Lft $ 55.00 _ 2co $0.00 $11,000.00
82 Test pie,indicator,production Lft $ 131.03 95 $0.00 $12,523.85
84 Pile,steel pipe,0.312",14" Lft $ 163.B0 150 $0.00 $24,570.00
85 Conical pile tip,14" Each $ 387.05 6 $o.oa $2,322.30
191 Fence,Wood,Remove and Replace Lft $ 83.31 200 $16,862.00 $0.00
192 Mulched Seeding Native Slope Prairie Sys $ 2.69 2642 $7,106.98 $0.00
193 Test Pile Indicator,Production(H-Pile) Lit $ 128.02 86 $11,909.72 $0.00
194 Pile,Steel,H HP12x53 Lft $ 160.39 172 $27,587.08 $0.00
195 Pile Shoe,HP 12x53 Each $ 180.02 . 6 $1.080.12 $0.00
196 Pile Cul&Splice Each _$ 609-00_ 6 $3,600.00 $0.00
197 Restock Fee Shell Pile Lsum $ 1,674.21 1 $1,674.21 $0.00
198 HMA Trail Remove and Replace 4" Ton $ 179.00 414 $70,380.06 $0.00
199 Replace Concrete Node at Trail head 6" Sys $ 127.59 149 $17,862.60 $0.00
200 Stone Shoulders Ton $ 75.00 129 $9,000.00 $0.00
201 _Additional Clearing(Trail) Lsum $ 6.000.00_ 1 $6,000.00 $0.00
202 Limestone Benches Remove and Reset Each $ 700.00 6 $4.200.00 $0.00
203 Mobilization/Demobilization(Trail) Lsum $46,077 84 1 $46,077.84 $0.00
$ $0.00 $0.00
$0.00 $0.00
SUBTOTAL $222,240.55 $50,416.15
-
TOTAL NET INCREASE $171,824.40
A-2
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
ATTACHMENT A
The Smokey Row Road over Little Cool Creek and Monon Trail over Little Cool Creek bridges
originally began design in late 2016 for anticipated construction in late 2018 or 2019. The
project had proceeded through draft hydraulics and utility coordination through verification of
facilities. The draft hydraulics stated that the Smoky Row Bridge could not be completed until
the Monon Trail bridge was removed due to the restriction of the channel caused by the Monon
Trail structure. The project was placed on hold by the City of Carmel on January 24, 2018.
Since the construction dates were unknown and permits would likely expire before construction,
United Consulting did not apply for the IDNR Construction in a Floodway or US Army Corps of
Engineers (USAGE) 404 Permit prior to the design being placed on hold.
The project was re-started as an add-on to the Smoky Row Road project being completed by
BLN. Notice to proceed on Supplement No. 1 to finish the final design and application for
permits was received on May 6, 2021. The plan for the project was to bid with outstanding
permits in the spring of 2022. The project bid on February 16, 2022.
The permits were applied for as part of 20-ENG-01 in 2022. During the application process,
USACE flagged the existing Monon Trail structure as historic after a comprehensive review of
structure documentation and required the City of Carmel to follow the Section 106 process. The
existing structure did not previously show up on any historic bridge databases during design and
was not previously known by the City of Carmel to be historic. The USAGE estimated that the
Section 106 process would conclude in early 2023. This would have both the Smokey Row
bridge and Monon Trail bridge finishing in Summer/Fall of 2023.
To complete the bridges in 2022, United Consulting proposed constructing the Monon Trail
bridge over the Ordinary High-Water Mark (O.H.W.M.). This will eliminate the need for the
USACE 404 permit and the Section 106 process. This approach was approved by the City of
Carmel on August 2, 2022.
The proposal to construct the Monon Trail bridge over the O.H.W.M. required access from the
Hagan-Burke Trail and a redesign of the Bent 1 Cut Wall and Bent 2 Cut Wall. Reith-Riley
submitted a proposal with pricing on July 28, 2022 to construct the cut walls above the O.H.W.M
(Attachment A). From the submitted proposal and verbal discussions, the following changes
have been agreed upon by Rieth-Riley and the City of Carmel:
The City of Carmel will grant Rieth-Riley access to the north side of the Monon bridge
from the Hagan-Burke Trial. Rieth-Riley will flag construction traffic and equipment in
and out on the Hagan-Burke Trail. The detour route shown on plan sheet 3 of the Monon
Trail over Little Cool Creek plans will still be utilized.
The Contractor's construction equipment may damage the existing trail. The City of
Carmel will review the condition of the Hagan-Burke Trial and Monon Trail prior to the
final trail restoration. The City of Carmel will provide written direction to Rieth-Riley for all
HMA, trail head, and stone shoulder repairs.
Pile, Steel, H HP 12x53 will be used in lieu of Pile, Steel Pipe, 0.312", 141N. Rieth-Riley
will set the H-Piles in place with a vibratory hammer and then drive the H-piles to bearing
(211 kips) with a hydraulic impact hammer.
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
The submitted mobilization and demobilization pay item includes additional
mobilizations, added supervision, overheads, and additional MOT for flagging.
United Consulting must revise Bent 1 Cut Wall (plan sheet 7) and Bent 2 Cut Wall (plan
sheet 8) for the new "U" shaped alignment. The subcontractor, Beaty Construction, Inc.,
will redesign and construct the cut wall for the new "U" shaped alignment. A Contract
price adjustment is not required for the cut wall change. Existing Pay Item No. 126 Cut-
Wall, No. 1 will still be used.
Construction may begin on the Monon Bridge once the IDNR Construction in a Floodway
permit is received.
The installed quantities will be measured for final payment.
A contract time extension is required for this change. At this time, the full extent of the time
extension is unknown. A future change order will be required to address the time extension.
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
Attachment A
VP4 ' UNITED
Consulting—
ENGINEERING August 2, 2022
ENVIRONMENTAL
INSPECTION Brandon Weinkauf
LAND SURVEYING Project Manager
Rieth-Riley Construction Co., Inc.
LAND ACQUISITION 1751 West Minnesota Street
PLANNING Indianapolis, IN 46221
WATER&
WASTEWATER Sent via email: bweinkauf@rieth-riley.com
SINCE 1965
RE: 20-ENG-01 1 16-SW-104 - Monon Bridge over Little Cool Creek
OFFICERS Response to Monon Trail Redesign Cut Wall and Trail Access letter dated July 28,
2022 AND Monon Trail Redesign Cut Wall and Trail Access— Piling changes
o letter dated July 28, 2022
Eleven A,ones U
ce.PE -t Dear Mr. Weinkauf:
3 Kee 6ryant,cc
t-
,t i cw.PE Due to permitting issues, the Bent 1 Cut Wall and Bent 2 Cut Wall must be constructed
above the Ordinary High-Water Mark (O.H.W.M.). The O.H.W.M. is at Elevation
805.33. Reith-Riley submitted a proposal with pricing on July 28, 2022 to construct the
PROFESSIONAL STAFF Lt7 cut walls above the O.H.W.M. From the submitted proposal and verbal discussions,
Nthe following changes have been agreed upon:
lh
The City of Carmel will grant Rieth-Riley access to the north side of the Monon
ti bridge from the Hagan-Burke Trial. Rieth-Riley will flag construction traffic and
- m equipment in and out on the Hagan-Burke Trail. The detour route shown on
plan sheet 3 of the Monon Trail over Little Cool Creek plans will still be utilized.
_= " The Contractor's construction equipment may damage the existing trail. The
City of Carmel will review the condition of the Hagan-Burke Trial and Monon
- ' = z Trail prior to the final trail restoration. The City of Carmel will provide written
direction to Rieth-Riley for all HMA, trail head, and stone shoulder repairs.
Pile, Steel, H HP 12x53 will be used in lieu of Pile, Steel Pipe, 0.312", 141N.
Rieth-Riley will set the H-Piles in place with a vibratory hammer and then drive
the H-piles to bearing (211 kips) with a hydraulic impact hammer.
. .. o
The submitted mobilization and demobilization pay item includes additional
mobilizations, added supervision, overheads, and additional MOT for flagging.
Cl)
United Consulting must revise Bent 1 Cut Wall (plan sheet 7) and Bent 2 Cut
Wall (plan sheet 8) for the new"U" shaped alignment. The subcontractor, Beaty
Construction, Inc., will redesign and construct the cut wall for the new "U"
c
shaped alignment. A Contract price adjustment is not required for the cut wall
change. Existing Pay Item No. 126 Cut-Wall, No. 1 will still be used.
Q Construction may begin on the Monon Bridge once the IDNR Construction in a
Floodway permit is received.
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
20-ENG-01116-SW-104 Monon Trail over Little Cool Creek
Page 2 of 2
The City of Carmel accepts the unit prices listed in Monon Trail Redesign Cut Wall and
Trail Access Letters. The installed quantities will be measured for final payment. A
change order will be forthcoming to add the new pay items to the Contract.
If you have any questions or comments, please contact me at your convenience.
Sincerely,
UNITED CONSULTING
Braun Rodgers, PE
Field Operations Manager
Enclosures: Monon Trail Redesign Cut Wall and Trail Access letter dated July 28, 2022,
Monon Trail Redesign Cut WallTrail Access— Piling changes letter dated July 28, 2022,
Email from Brandon Weinkauf dated July 13, 2022
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
RIETHER.1LEY CONSTRUCTION Cot , INC.
100% Quality • 100% Employee Owned • Over 100 Years
July 28, 2022
Mr. Chris Ogg
Assistant City Engineer
Carmel Engineering Dept.
One Civic Square
Carmel, IN 46032
RE: Monon Trail Redesigned Cut Wall and Trail Access
Chris,
After discussions with our cut wall subcontractor Beaty Construction, Inc. it was determined that if
geometry of the wall changes to the "U" shaped wall (as previously discussed and shown in the attached
drawing), and the concrete facing for the walls to be a shotcrete facing in lieu of a formed cast in place
facing(see attached pictures where Beaty did this on 1-69),then the Cut-Wall price in the original bid will
not change. All piling is now assumed to be installed utilizing an excavator mounted vibratory rig. This
being the case Rieth-Riley will need to switch from the currently designed shell piling to an H-pile design
to be driven with the excavator mounted rig. The new H-Piles will likely need to be spliced/cut. Both of
the above costs will be determined after a new H-Pile design is complete.
To construct this new redesign to stay above the O.H.W.M. access will need to be granted from the North
end of the Monon Trail from the Hagan-Burke Trail. Below you will find unit prices needed to have access
from the North:
P.O. Box 276 •1751 W. Minnesota St.• Indianapolis, IN 46206 / Phone:(317) 634-5561 • www.rieth-riley.com
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
¶J?IETHS&ILEY CONSTRUCTION CO. , INC.
100% Quality • 100% Employee Owned • Over 100 Years
Description Qty. Unit U/P Total
HMA Trail Remove and Replace 4" 414 TON $170.00 $70,380.00
Replace Concrete Node at Trail head 6" 140 SYS $127.59 $17,862.60
Stone Shoulders 120 TON $75.00 $9,000.00
Additional Clearing (Overhead) 1 LSM $6,000.00 $6,000.00
Limestone Benches Remove and Reset 6 Each $700.00 $4,200.00
Mobilization/Demobilization 1 LSM $46,077.84 $46,077.84
TOTAL $153,520.44
This proposal does not include existing items pay items that may be needed such as any fence
remove and reset, detour route signage, sheet sign remove and reset, landscape, etc.
If you have any questions or require additional information, please do not hesitate to call me at
(574)612-6511.
Respectfully submitted,
RIETH-RILEY CONSTRUCTION CO., INC.
Brandon Weinkauf
Project Manager
Cc: Job file 3200920
F
.....---- i
P.O. Box 276 • 1751 W. Minnesota St.•Indianapolis, IN 46206 Phone: (317) 634-5561 • www.rieth-riley.com
........______
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
Rigifia... 1.LEY CONSTRUCTION Co. , INC.
100% Quality • 100% Employee Owned • Over 100 Years
July 28, 2022
Mr. Chris Ogg
Assistant City Engineer
Carmel Engineering Dept.
One Civic Square
Carmel, IN 46032
RE: Monon Trail Redesigned Cut Wall and Trail Access— Piling Changes
Chris,
Below you will see the new unit prices from the necessary switch to H-Pile from the shell piling at the
Monon Trail Bridge:
Description QTY UNIT U/P Total
82 test pile, indicator, production -95 LFT $ 131.83 $ (12,523.85)
83 test pile, indicator, restrike 2 EACH $1,913.57 $ 3,827.14 Keep Item
84 pile, steel pipe, 0.312", 14" -150 LFT $ 163.80 $ (24,570.00)
85 conical pile tip, 14" -6 EACH $ 387.05 $ (2,322.30)
TOTAL $ (35,589.01)
New Test Pile Indicator, Production (H-Pile) 86 LFT $ 128.02 $ 11,009.72
New Pile, Steel, H HP12x53 172 LFT $ 160.39 $ 27,587.08
New ifile Shoe, HP 12x53 6 EACH $ 180.02 $ 1,080.12
New Pile Cut/Splice 6 EACH $ 600.00 $ 3,600.00
New Restock Fee Shell Pile 1 LSUM $1,674.21_ $ 1,674.21
TOTAL $ 44,951.13
Removed=$39,416.15•
Added=$44,951.13
Difference=$5,634.98
'Piling restrike item is already in
the Contract
P.O. Box 276 1751 W. Minnesota St. •Indianapolis, IN 46206 Phone:(317) 634-5561 • www.rieth-riley.com
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
¶l?IETH111ILEY
CONSTRUCTION Co. INC.
100% Quality • 100% Employee Owned • Over 100 Years
If you have any questions or require additional information, please do not hesitate to call me at
(574)612-6511.
Respectfully submitted,
RIETH-RILEY CONSTRUCTION CO., INC.
Brandon Weinkauf
Project Manager
Cc: Job file 3200920
P.O. Box 276 •175i W. Minnesota St. •Indianapolis, IN 46206 Phone: (317) 634-5561 • www.rieth-riley.com
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
Additional Pricing Dicussion
Braun Rodgers
From: Brandon Weinkauf <bweinkauf@rieth-riley.com>
Sent: Tuesday, July 19, 2022 10:51 AM
To: Braun Rodgers
Subject: FW: 20-ENG-01 Monon Trail Bridge Redesign/Trail Access
Attachments: Brandon Weinkauf2.vcf; Brandon Weinkauf3.vcf
Braun,
Below is what I sent Guy last week regarding a breakdown of items on the trail access proposal.
Thank you,
LETFI- ILEY CONSTRUCTION Ca,Ix
Brandon Weinkauf i
3-", 45 53451
s4s.5,_.5=, ` METH LEY
ti,w 5 r?tr•rvj.ccr 100%Employee Owned
Cell: 574-612-6511
From: Brandon Weinkauf
Sent:Wednesday,July 13, 2022 2:10 PM
To:Guy Della Valle<gdellavalle@b-l-n.com>
Cc: Mike Jaskela<mjaskela@rieth-riley.com>; Scott Stine<sstine@rieth-riley.com>; Eric Holmes<eholmes@rieth-
riley.com>; Randy Zimmerman <rzimmerman@rieth-riley.com>
Subject: RE: 20-ENG-01- Monon Trail Bridge Redesign/Trail Access
Guy,
As requested, please see below for more description on what these items include, for your recommendation for the City:
• HMA Trail Remove and Replace 4"—This item includes removal of 4" trail, placing 2.5" Intermediate lift, placing
1.5" surface lift back per Carmel Standards. This was field measured to be approximately 1,411 LFT long. This
accounts for the trail from the concrete node at Rangeline to the concrete node at the Monon/Hagan-Burke trail
head, 60 LFT North of the concrete node at the Monon/Hagan-Burke trail head, and North of the new Monon
ped. Bridge to the concrete node.
• Replace Concrete Node at Trail head—This item is the removal and replacement of the concrete node at the
Monon/Hagan-Burke trail head. This was field determined to be 4"thick.
• Stone Shoulders—based on the width of equipment needed to access this area the existing stone shoulders may
need to be refreshed after replacement of trail.
1
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681 323032
• Additional Clearing(Overhead)—Additional clearing needed for access of equipment vertically.
• Limestone Benches Remove and Reset—at the concrete node there are six benches that need to be removed
and then reset to avoid permanent damage.
• Mobilization/Demobilization—Additional mobilizations to the north, added supervision and overheads,
additional MOT figured for flagging, etc.
Thank you,
IETH- ILEY CONSTRUCTION CO., INC.
Brandon Weinkauf I
NWT igar•cw
rc aram's fd 15zv5
63l.e561r METH LEY
;571;61Z.55„
Nvp.rd..fT(EV-r"ley core
r ;1 C4r 100%Employee Owned
Cell: 574-612-6511
From: Brandon Weinkauf
Sent:Tuesday,July 12, 2022 4:12 PM
To:Ogg, Chris<cogg@carmel.in.gov>
Cc: Eric Holmes<eholmes@rieth-riley.com>; Randy Zimmerman<rzimmerman@rieth-riley.com>; Mike Jaskela
<mjaskela@rieth-riley.com>; Scott Stine<sstine@rieth-riley.com>; Guy Della Valle <gdellavalle@b-I-n.com>; Mike Cox
<MCox@b-l-n.com>
Subject: 20-ENG-01 - Monon Trail Bridge Redesign/Trail Access
Chris,
Please see the attached for additional pricing and summary for the redesign/trail access at the Monon Trail Bridge. Let
me know if you have any questions.
Thank you,
ETj ILEY CONSTRUCTION CO„INC.
Brandon Weinkau "Xi
f
-5i.Vff53ot?fit _'S f
:;3'+)534.555, WI_ETH-WI:LEY
NYE
etr-r_?.EOf 100%Employee Owned
2
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
Cell: 574-612-6511
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DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
¶&1ETH- RLLEY CONSTRUCTION Co. , INC.
100% Quality • 100% Employee Owned • Over 100 Years
EXTRA WORK AGREEMENT PRICING
TO: Beam, Longest 8� Neff DATE: 7/21/2022
8320 Craig Street
Indianapolis, IN 46250 PROJECT: 20-ENG-01 Smoky Row Road
JOB#: RR Job# 3200920
Guy E. Della Valle, Field Services CO2—Material for 200 LFT Fence,
ATTN: Coordinator RE' Wood (Item 49)
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:
Please see below for the pricing for 200 LFT of Fence, Wood item 49. Item 49 Fence, Wood, Reset
covers the removal and installation of this fence. This is the cost of material for the new rails and posts.
Item Description Quantity Unit Unit Price Extension
CO2 Fence, Wood, Reset (New Material) 200 LFT $28.31 $5,661.44
Thank you,
Brandon Weinkauf
Signed:
K.........
P.O. Box 276 • 1751 W, Minnesota St. •Indianapolis, IN 46206 I Phone: (317) 634-5561 • www.rieth-riley.com
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 7/21/22 Work Performed: New Timber Rails and Posts
CONTRACT: 20-ENG-01 PROJECT: Smoky Row Road
FORCE ACCOUNT/EXTRA WORK FOR: Pricing for new material for all new timber rails and posts for Item 49.
LABOR 109.05(b)(1)
HOURS
EMPLOYEE Regular Overtime Doubleeme TOTAL RATE EXTENSION
CARPENTER 0.00 $30.81 $0.00
CARPENTER FOREMAN 0.00 $32.81 $0.00
COMBINATION 0.00 $32.76 $0.00
FINISHER 0.00 $28.90 $0.00
FOREMAN 0.00 $42.00 $0.00
LABORER 0.00 $28.40 $0.00
MECHANIC 0.00 $39.48 $0.00
OPERATOR(103) 0.00 $39.40 $0.00
OPERATOR(841) 0.00 $39.35 $0.00
OPERATOR OILER(103) 0.00 $34.51 $0.00
QA TECH 0.00 $28.40 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $52.00 $0.00
TEAMSTER 0.00 $33.77 $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 $24.38 = $0.00
CARPENTER FOREMAN 0.00 x $24.38 = $0.00
COMBINATION 0.00 X $17.39 = $0.00
FINISHER 0 00 x $17.39 = $0.00
FOREMAN 0.00 X $19.71 - $0.00
LABORER 0 00 X $17.39 = $0.00
MECHANIC 0,00 X $20.96 = $0.00
OPERATOR(103) 0.00 X $20.96 = $0.00
OPERATOR(841) 0.00 X $25.36 = $0.00
OPERATOR OILER(103) 0.00 x $20.96 = $0.00
QA TECH 0.00 X $17.39 = $0.00
SUPERINTENDENT/PROJECT MAN 0.00 x $19.71 = $0.00
TEAMSTER 0.00 X $16.54 = $0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATON 4.70 % X LINE(2) $0.00 (5)
ALLOCATED PR TAXES 13.00 % X LINE(2) $0.00 (6)
STATE UNEMPLOYMENT 3.85 % X LINE(2) $0.00 (7)
FEDERAL UNEMPLOYMENT 0.40 % X LINE(2) $0.00 (a)
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
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
MATERIAL 109.05(b)(3)
Purchased or Manufactured Description Quantity Unit Unit Price Extension
$ - S
$ - S
$ -
S - $
S • S
S • S -
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 tv CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
$0.00
$0.00
$0.00
$0.00
$0 00
$0.00
$0.00
$0.00
S0.00
Trucking-Straight Tme $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 (26)
SUBCONTRACTORS 109.05(b)(6)
OESCRIPTtON AMOUNT
Timber Rails and Post Material for Item 49(200 LET) $5,270.20
•
TOTAL SUBCONTRACT $5,270.20 (29)
7% x LINE(29) $368.91 (30)
GRAt GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+{31)+(32) $5,639.11 (31)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17).(22),(28)8(31) $5,639.11 (32)
0.36 %OF BONG RATE BASED UPON LINE(34) $20.30 (33)
10%x LINE(35) $2.03 (34)
TOTAL EXTRA WORK LINES:(34)+(35)+(38) $5,661.44 (35)
UNITS 200.00
UNIT PRICE $28.31
Page 2 of 2
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
•Am Quotation
ArA-amicu, erican
Timber and Steel Quote No 243840
P,O.Box 767/4832 Plank Road / Norwalk,OH 44857 Quote Date 05/20/2022
P:419-668-1610 F:419-668-7537 Quote Expires 05/27/2022
Quote To: Ship To: customer# 004850
C-TECH CORPORATION,INC. C-TECH CORPORATION,INC. Your Ref# Treated Lumber
Attn:Dave Carew Attn:DANA SHERWOOD Taken By Jason Crosby
5300 W 100 NORTH 5300 W 100 NORTH Sales Rep Jason Crosby[5]
BOGGSTOWN,IN,48110-9706 BOGGSTOWN,IN,46110-9706 Terms 112%10/Net 30
P:317-835-2745 P:317/835-2745
F:3 1 7183 5-2 781
1It,IIIUIIIIIIIli II NIIIIIIiIIII
Issuing Branch [00]Norwalk,OH Page 1 of 1
� �-l�nst�ons---- --�-` • � -, 77- -
Receiving hours:7 am to 3:30 pm
,
nei$ u� ? =f3"asrrptlo'n - — a roE7t
1 1N06060-7703 IN 6x6-T 1#1 SYP S4S BEVEL TOP POST.15 CA-C 3200.000 40 ea 55.00 ea 2,200.00
2 0208161-1700 2X8-16 41 SYP S4S.15 CA-C 6420.700 86 ea 35.70 ea 3,070.20
3 3rd Party Delivery I Delivery 1 Freight Included 0 000 0.00
4 "" Quote Based on Quantities Listed Delivered to Baggstown,IN
" Lead Time: 6-10 Weeks
I i
•
Additional Freight Charges May Apply
Delivery/Freight Subject to Change at Time of Shipment
Final Quantities May Vary Due to Weight
Lead Times Start When Everything Is Approved
Customer to Unload with Proper Equipment
=fdt§I:Es 9,020.70
_.._
• :r A $5,270.20
F - $0.00
a r +l C1a $5,270.20
By your signature below,you are agreeing to the Terms and Conditions set forth above back and/or attached.
buyer Date
Subject to our terms a-id conditions of sale.Further copies available on request
5/20/2022 9;02 am
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
RJETH-RILEY CONSTRUCTION Co. , INC.
100% Quality • 100% Employee Owned • Over 100 Years
EXTRA WORK AGREEMENT PRICING
TO: Beam, Longest& Neff DATE: 8/4/2022
8320 Craig Street
Indianapolis, IN 46250 PROJECT: 20-ENG-01 Smoky Row Road
JOB#: RR Job#3200920
ATTN: Guy E. Della Valle, Field Services RE: C06—Mulched Seeding Native
Coordinator Slope Prairie
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:
Please see below for the pricing for Mulched Seeding Native Slope Prairie per Construction Change#3:
item Description Quantity Unit Unit Price Extension
C06 Mulched Seeding Native Slope Prairie 5,005 SYS $2.69 $1,,,057.09
2,642 $7,106,98
Thank you,
Brandon Weinkauf
Signed:
P.O. Box 276 • 1751 W. Minnesota St. • Indianapolis, IN 46206 Phone:(317) 634-5561 • www.rieth-riley.com
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323O32
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DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
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DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
Native Herbaceous / Slope Stabilization / Tallgrass Mesic Prairie
Seed Mix
Scientific Name Common Name Application Rate and
Grasses, Sedges, and Rushes Percent of Mix Category
Andropogon gerardii Big Bluestem 3.02 lb./acre (16.99%)
Bouteloua curtipendula Side-Oats Grama 1.52 lb./acre (8.54%)
Elymus canadensis Canada Wild Rye 3.28 lb./acre (18.74%)
Panicum virgatum Switch Grass 1.86 lb./acre (10.48%)
Schizachyrium scoparium Little Bluestem 2.41 lb./acre (13.60%)
Sorghastrum nutans Indian Grass 5.67 lb./acre (31.93%)
Total 17.76 lb./acre (100.00%)
Forbs
Asclepias syriaca Common Milkweed 0.096 lb./acre (0.38%)
Coreopsis tripteris Tall Tickseed 1.93 lb./acre (7.64%)
Heliopsis helianthoides False Sunflower 0.48 lb./acre (1.90%)
Monarda fistulosa Wild Bergamot 2.38 lb./acre (9.44%)
Oligoneuron rigidum Stiff Goldenrod 0.86 lb./acre (3.41%)
Penstemon digitalis Foxglove Beardtongue 4.124 lb./acre (16.34%)
Ratibida pinnato Yellow Coneflower 3.08 lb./acre (12.21%)
Rudbeckia hirta Black-Eyed Susan 8.14 lb./acre (32.25%)
Silphium integrifolium Rosin-Weed 0.15 Ib./acre (0.58%)
Symphyotrichum novae-angliae New England Aster 1.70 lb./acre (6.75%)
Verbena stricta Hoary Vervain 2.30 Ib./acre (9.11%)
Total 25.24Ib./acre (100.00%)
Temporary Cover Grasses
Avena sativa Seed Oats 79 lb./acre (100.00%)
Total 79 Ib./acre (100.00%)
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 814122 Work Performed: Mulched Seeding Native Slope Prairie
CONTRACT: 20-ENG-01 PROJECT: 20-ENG-01 -Smoky Row
FORCE ACCOUNT/EXTRA WORK FOR: Mulched Seeding Native Slope Prairie
LABOR 109.05(b)(1)
I HOURS
EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION
CARPENTER _ 0.00 $30.81 $0.00
CARPENTER FOREMAN 0.00 $32.81 $0.00
COMBINATION 0.00 $32.76 $0.00
FINISHER 0.00 $28.90 $0.00
FOREMAN 0.00 $42.00 $0.00
LABORER 0.00 $28.40 $0.00
MECHANIC 0.00 $39.48 $0.00
OPERATOR(103) 0.00 $39.40 $0.00
OPERATOR(841) 0.00 $39.35 $0.00
OPERATOR OILER(103) 0.00 $34.51 $0.00
QA TECH 0.00 $28.40 $0.00
_SUPERINTENDENT/PROJECT MANAGER _ 0.00 $52.00 $0.00
TEAMSTER 0.00 $33.77 $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 $24.38 = $0.00
CARPENTER FOREMAN 0.00 X $24.38 = _ $0.00
COMBINATION 0.00 X $17.39 $0.00
FINISHER 0.00 X $17.39 = $0.00
FOREMAN 0.00 X $19.71 = $0.00
LABORER 0.00 X $17.39 = $0.00
MECHANIC 0.00 X $20.96 = $0.00
OPERATOR(103) 0.00 x $20.96 = $0.00
OPERATOR(841) 0.00 x $25.36 = $0.00
OPERATOR OILER(103) 0.00 X $20.96 = $0.00
QA TECH 0.00 X $17.39 = $0.00
SUPERINTENDENT/PROJECT MAN 000 X $19.71 = $0.00
TEAMSTER 0.00 x $16.54 = $0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION 4.70 % X LINE(2) $0.00 (5)
$0.00 (6)
STATE UNEMPLOYMENT 3.85 °/a X LINE(2) $0.00 (7)
FEDERAL UNEMPLOYMENT 0.40 % 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
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
MATERIAL 109.05(b)(3)
Purchased or Manufactured Description Quantity Unit Unit Price Extension
5
$ - S -
$ - S -
-
$ S
$ 5
$ $
MATERIALS PURCHASED $0.00 (18)
MATERIALS MANUFACTURED $0.00 (15)
TOTAL: LINE(18)+(19) $0.00 (20)
12% x LINE(20) $0.00 (21)
GRANO TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22)
EQUIPMENT 109.05(b)(4)
Equipment it CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
SO 00
•
500E
50.00
$0.00
50.0E
50.00
$0.00
50.00
$0.00
Trucking-Straight Time 30.00 $0.00
Trucking-Over Time $0.00 $0.00
Trucking-Double Time $0.00 $0.01)
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
Mulched Seeding Native Slope Prairie(5,905 SYS) $14,762.00
TOTAL SUBCONTRACT $14,762.00 (29)
7% x LINE(29) $1,033.34 (30)
GRAt GRANO TOTAL FOR SUBCONTRACTORS.LINES(30)+(31)+(32) $15,795.34 {31)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22),(28)S(31) $15,795.34 (32)
• 0.38 %OF BOND RATE BASED UPON LINE(34) $56.86 (33)
10%x LINE(35) $5.69 (34)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $15,857.89 (35)
UNITS 5,905.00
UNIT PRICE $2.69
Page 2 of 2
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
oudebush Grading, Inc
, - 171»Harper Court:. Noblesville, LN1 46060 Phone: 317-770-9970 • Fax: 317-770-6636
Proposal Submitted To: Job Name Smoky Row Rd. 20-ENG-01 C.O. 2
Rieth-Riley Location Carmel
Phone Date 8/3/22
Fax Revisions quantities provided
Attention Matt Alexander Estimated By: Gregg Lecher 317-710-8777
Line Item Description Quantity Unit Unit Price Total
2001 Mulched Seeding Native Slope Prairie 5905' SYS $ 2.50 $ 14,762.50
$
$
$
$
$
TOTAL $14,762.50
Special Conditions
1 Seeding mobilizations will be charged per the subcontract.
2 Seed and sod prices exclude finish grading,sod notching,debris removal, and soil preparation.
3 Topsoil and topsoil placement has been excluded from this proposal.
4 Proposal based on work being performed within a standard Monday through Friday work week.
5 Lawn maintenance including mowing,spraying,and post fertilization has been excluded from this proposal.
6 Soil testing, organic,and inorganic soil amendments have been excluded from this proposal.
7 Traffic Control has been excluded from this proposal.
8 Quantity is per the plan provided. invoicing shall be based on actual installed quantities at the unit price shown.
9 Proposal excludes all bonding and railroad protective liability insurance.
10 Proposal is bid as a complete package. Pricing is subject to change if any quantity is deleted from this proposal.
11 Proposal excludes private utility locates.
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