HomeMy WebLinkAboutWhite Construction/Eng/CO #5/159,546.80/Main St. & Gray Road; Main St. Path; Carey Road and Main St. Path– Project #16-ENG-55City of Carmel Projects 16 -ENG -55, 16 -
ENG -97, and 16 -ENG -109
Main Street and Gray Road, Main St
Multi -Use Pathway, Carey Rd and Main St
Pathway extension
CHANGE ORDER #S
For 16 -ENG -55, construction of a retaining wall with decorative facia along the Christ Church pond from
STA 16+80 to STA 17+92 LT.
Contract Price prior to this Change Order $3,689,558.11
Contract Price will be increased by this Change Order $159,546.80
New Contract Price including this Change Order $3,849,104.91
Amount
Adjusted Contract
Price
Cumulative % Change
from Original Contract
Original Contract
$3,572,000.00
N/A
C01
$84,909.57
$3,656,909.57
2.37%
CO2
$27,842.49
$3,684,752.06
_
3.13%
CO3
<$1,830.60>
$3,682,921.46
3.11%
C04
$6,636.65
$3,689,558.11
3.30%
C05
$159,546.80
$3,849,104.91
7.77%
. r �•
71,
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CITY OF CARMEL
TO: White Construction, Inc. CONTRACT CHANGE ORDER NO.:_5
3900 East White Avenue. DATE: December 6.2018
Clinton, IN 47842 PROJECT NAME: Main St and Gray Road Roundabout
Carey Rd and Main St. Pathway Extension
GM Rd Multi Use Path
CITY P.O. NO.: 100708
CITY P.O. DATE: September 7, 2017
I. You are directed to make the following changes in this Contract:
For Project # 16 -ENG -55 Main Street and Gray Road Roundabout
Per the City of Carmel, construct a retaining wall along the perimeter of the Christ Church pond from STA
16+80 44.0' LT to STA 17+92 62.5' LT for a distance of 130.0 LFT as shown on the attached plan. The
wall is to have a decorative facia, American Formliners Masonry 1516.
SCHEDULED ADJUSTMENT
ITEM AMOUNT H OR (-) DAYS
SEE ATTACHMENT `A'
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.: N/A
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Sum prior to this Change Order $3.689.558.11
Contract Sum will be increased/deereased by this Change Order $159.546.80
New Contract Sum including this Change Order $3.849.104.91
Contract Time Prior to this Change Order 5/15/210 18 Substantial Completion Date Days
5/30/2018 Final Completion Date Days
Net increased/decreased resulting from this Change Order 0 Days
Current Contract Time including this Change Order 511512Q 18 Substantial Completion Date Days
5/30/2018 Final Completion Date Days
This Change Order is for full and final settlement of all direct, indirect, impact costs and time extension incurred at
any time resulting from the performance of the changed work.
The Above Changes Are
Recommended:
DLZ Indiana, LLC,
Engineer
157 E. Maryland St.
Indianapolis, IN 46204
Date Z� f
The Above Changes Are
Accepted:
White Construction
Company, Inc
3900 East White Avenue
Clinton, IN 47842
Phone -717 - 5-0 7 -1 1-S
Date t / T /( P
Approved:
ATTEST:
4Cstine!S.�/auley,lerk
Treasurer
Date:
4rr.4 C'W'V'f*VT;4 *# PZ
11/29/2018 WHITE
Mike Smith
DLZ Engineering
157 East Maryland Street, Indianapolis, IN 46204
16 -ENG -55 Main & Gray
Subject: Christ Church Retaining Wall Cost Proposal
Mike,
Below is the proposal for adding the Christ Church retaining wall on the NW corner of the Main & gray
Roundabout project (16 -ENG -55 Main & Gray)
Sid Item Description QTY Unit Unit Price Total
4
MOBILIZATION
1
LS
$
8,500.00
$
8,500.00
%mow
CONSTRCUCTION ENGINEERING
1
LS
$
6,000.00
$
6,000.00
i'-17--
DEWATERING
1
LS
$
6,100.90
$
6,100.90
/ I/S r"
MATENANCE OF TRAFFIC
1
LS
$
6,850.00
$
6,850.00
> 11q
UNCLASSIFIED EXCAVATION
250
CY
$
49.00
$
12,250.00
B -BORROW
190
CY
$
59.00
$
11,210.0_0
PIPE, TYPE 4, 6"
150
LFT
$
8.00
$
1,200.00
i52-
AGGREGATE FOR UNDERDRAINS
15
CY
$
75.00
$
1,125.00
153,E
GEOTEXTILE FOR UNDERDRAINS
120
SY
$
3.75
$
450.00
�5'V r-
SURFACE- SEAL
800
SFT
$
2.40
$
1,920.00
J 55 Z
SEAL COAT GRAFFITI RESISTANT
800
SFT
$
2.40
$
1,920.00
/56
HANDRAIL, PEDESTRIAN
130
LFT
$
220.00
$
28,600.00
15-74i5
AGGREGATE FOR DRAINAGE FILL
5
CYS
$
100.00
$
500.00
/ Sff L
CONCRETE WALL, FOUNDATION & LINER
130
LFT
$
560.93
$
72,920.90
$ 159,546.80
1. Quote is contingent on permission to lower the water elevation below the footing depth.
2. Quote excludes any undercuts
Please contact me if you have any questions or comments.
Thomas Beeson
White Construction
Project Manager
317-508-1539
i)hjnia;' csde5ui1 vrhitecomtruction.coni
HIPS - High Impact Polystyrene
(Single use only)
Properties
Rating
ASTM
IZOD Impact. ftAblin.
Ratina
ASTM
@70`F
2.0
D256
@O;F
1.3
0256
Tensile Strength
3.700 psi
0638
Heat Deflection
188
C695
Vicat Softening
212
01525
Nit.lb.lsq.ft.
199
D648
.070 mil
.449
D648
.090 mil
.577
.110 mil
.705
.130 mit
.833
.150 mil
.966
0792
ABS -Acrylonitrile-Butadiene Styrene
(Multiple uses up to 10 times)
Properties
Ratina
ASTM
IZOD Impact. ft.-Iblin.
@73c
5.6
D256
@0`
1.9
D256
Tensile Strength
5.300 psi
D638
Heat Deflection
@264 psi
199
D648
@66 psi
211
D648
Falling Dart Impact. ft. -Ib.
@73-F
23
@40-F
14
Specific Gravity
1.05
0792
Vtk. Ib.lsq.ft.
070 mil
.451
.090 mil
.580
.110 mil
.705
.130 mil
.833
.150 mil
.961
AE - Polyurethane Elastomer
(Multiple uses
up to 40-50 times)
Properties
Ratina
ATM
Shore A Hardness
45-50
02240
Tear Strength, PLI
55
D624
Tensile Strength. psi
500
D638
Ultimate Elongation
40%
D638
PPE - Premium Polyurethane Elastomer
(Multiple uses up to 100+ times)
Properties
Shore A Hardness
Rating
60-65
ASTM
D2240
Tear Strength. PLI
120
D624
Tensile Strength, psi
1150
D638
Ultimate Elongation
1200%
0638
Tolerances @ 70F
(All patterns. all materials)
Standard size: 4'x1O
Length. +1„ to 2". -0" (shipped long for field trimming)
"fidth: ± 14: i
i
Thickness: t 1116' at edge (except over 1 thick)
Custom size: At customer request. additional charge. 1
J
Technical Data
Masonry 1516 - 3/16" Deep, 8"x16" Split Face
r
r
Y'ti-
s
weir
Application Summary
Reusability — Single -use HIPS plast+c, medium -use ASS plastic,
and extended -use PE and PPE elastomeric materials are
available for your specific concrete forming application.
Rate -of -Pour— Formliners are typically designed to withstand
concrete placement of five feet per hour, but there are other
materials/methods available if an application exceeds this limit.
Attachment
Formliners are used in cast -in-place: precast or tilt -up. All
mounting surfaces should be clean and dry. ASS and HIPS
materials can be installed using screws or staples. PE and PPE
materials are typically plywood -mounted with adhesive and
subsequently bolted to formwork. Adhesive tapes. foam tapes
and silicone caulks are used at joints and seams to minimize
grout leakage.
Alignment
The formwork must be properly aligned and in common planes.
A "stack up" of tolerances can result in a noticeable "step` in the
finished concrete surface, especially with "shallow' formliner
patterns. Reveals or rustications are recommended at joints
to simplify forming, accentuate the texture and reduce grout
leakage.
Form Release
Formliners should be sprayed with a premium form release
before each use and within the same day concrete is placed.
Form release should be applied with a low -flow. wide-angle. flat -
spray nozzle and wipe with a cloth to insure an evenly -coated
formliner surface. Formliners should always be covered when
not in use.
Call 877-533~5842 www.americanformliners-com
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ts-ENG-55 --
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LNATS OF SURFACE SEAL A UALSO RY COATM
PROJECT NO:
16 -ENG -55,16 -ENG -97,16 -ENG- 109
CONTRACTOR:
White Construction Co.
INSPECTION CONSULTANT:
DLZ Indiana
BID AMOUNT
$3,572,000.00
BID DATE.
09/01/17
CONTRACT
CHANGE ORDER
NUMBER
FORESEEN
OR
UNFORESEEN
TOTAL
FORESEEN
AMOUNT
TOTAL
UNFORESEEN
AMOUNT
RUNNING
TOTAL OF
CHANGE ORDERS
DESCRIPTION OF DATE
CHANGE ORDER BOARD
I APPROVED
NEW
CONTRACT
AMOUNT
Sb OF CHANGE
ORDER
FORESEEN
% OF C'I4ANGE
ORDER
UNFORESEEN
1
FORESEEN
$84,909.57
$84,909.57
Owner directed changes for
16 -ENG -55 for Modular
Block Wall
'3,6W909 17
2.37%
2
FORESEEN
$27,842.49
$112,752.06
Sunday Paving Premium
$3,684,752.06
3.16%
3
FORESEEN
<$1,830,60>$110,921.46
HMA Final
Quantities/Adustmants
$3,682,921.46
3.11%
4
UNFORESEEN
$6,636.65
$117,558.11
Sanitary Manhole Reline
$3,689,558.11
0.19%
5
FORESEEN
$159,546.80
$277,104.91
Christ Church Wall
$3,849.104.91
7.58%
$2/U,4fi6.2(i $8,638 tit. $2//,104.91 $3,849,104.91 7.58% 0.19%
Original Bid Amount
$3,572,000.00
Total Change Order(s) Amount
$277,104.91
Tutsi Foreseen Change Orders
$270,468.26
Total Unforeseen Change Orders
$6,636.65
Total % Change Orders vs. Bid Amt.
7.77