HomeMy WebLinkAboutMorphey Construction/Eng/CO #3/19,394.97/Shelborne Trail/96th Street Trail – Project #16-ENG-73City of Carmel Project 16 -ENG -73
Shelborne Trail/ 96th Street Trail
CHANGE ORDER #3
Change Order #3 includes the following T&M work completed, Relocation of water main from 23+00 to
26+00 on Line PR -B (RFI 4) and Additional Clearing from 59+00 to 62+00 on Line PR -C. Also included
in Change Order #3 was additional Construction Engineering Cost due to Revision #2 on Line PR -S -1-A
(Enoch ROE Agreement) and Revisions to Pedestrian Crossings on Michigan Road at 96'' and 106`
Streets and 12" Vertical Stand Pipe (RFP 2) added at Station 16+20 on Line PR -B.
Contract Price prior to this Change Order
$3,834,247.97
Contract Price will be increased/decreased by this Change Order $19,394.97
New Contract Price including this Change Order
$3,853,642.94
Amount
Adjusted Contract
Price
Cumulative % Change
from Original Contract
Original Contract
$3,652,000.00
$3,652,000.00
N/A
C01
$100,247.97
$3,752,247.97
2.7%
CO2
$82,000.00
$3,834,247.97
5%
CO3
$19,394.97
$3,853,642.94
5.5%
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CITY OF CARMEL o``��ii Fo
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TO: WORK DIRECTIVE CHANGE NO.3
DATE: June 21, 2018
PROJECT NAME: Shelbome Trail 90 St. Trail
PROJECT NO.: 16 -ENG -73
Specification Reference T&M Work, Additional Construction Engineering
eering
Drawing Reference: PG. 10, 14, 15 and 27
DESCRIPTION OF WORK COVERED BY THIS DIRECTIVE CHANGE:
A. Water main relocation from station 23+00 to 26+00 was addressed in RFI 4. This work was to be
done on a T&M basis. Work was completed 4-12-18. The total additional cost to project for this
Item is $10,333.86. Also 3 Calendar Days Added to Contract Completion Date. (See Attachment
A)
B. 12" Vertical Stand Pipe Drain: This item was addressed in RFP 2 as work to be completed on a
T&M basis. The work was completed on 3-27-18. The total additional cost to the project for this
Item is $3,274.14. Also 1 Calendar Day Added to Contract Completion Date. (See Attachment
B)
C. Additional Clearing on Line PR -C from station 59+00 to 62+00: This item was addressed in RFI
12. The work was to be completed on a T&M basis. The work was completed on 5-11-18. The
total additional cost to the project was $4,568.14. Also 2 Calendar Days Added to Contract
Completion Date. (See Attachment C)
D. Additional Construction Engineering: Construction Revision #2 on Line PR -S-1 -A (Enoch ROE
Agreement) resulted in re -alignment of the trail and also includes Revisions made to Pedestrian
Crossings on Michigan Road at 96th and 106'b Streets. The total additional cost to project was
$1,218.83. (See Attachment D)
REASON FOR THIS ORDER:
A.) T&M work completed for Water Main Relocation.
B.) Additional Work Added to Contract.
C.) Additional work Added to Contract.
D.) Revision of Trail Alignment due to ROE Agreement.
AR -3
Vasion 2016.08-31
AUTHORIZATION:
THIS WORK DIRECTIVE CHANGE AUTHORIZES THE WORK TO BE COMPLETED AS
OUTLINED. A Contract Change Order in the Amount of $_1_9,394.97 will be issued to you in the
near future to cover this Work Directive Change.
PROJECT COMPLETION DATE: ADD/— — — GT 6 DAYS.
By: Robert Surber (BFS)
A E
Stine S. Pau , Clerk-Treas er
AR -3
Version 2016-08-31
Approved By:
CITY OF CARMEL
BOARD OF PUBLIC
WORKS AND SAFET
B/esBjainar0j
J Mayor
Mary
C.110SEMILIAr�
ber
By:
Jeremy ashman, PE, City Engineer
DATE:
DATE: /zl),h,r
Attachment "A"
June 20, 2018
Jeremy L. Books, PE, CPESC
Construction Department Manager
Butler, Fairman & Seufert, Inc.
8450 Westfield Blvd., Suite 300
Indianapolis, IN 46240-8302
Re: EWA 02a — Watermain Relocation, T&M
In Reference to: RFI No. 04 — Watermain, Utility Conflict, Response (Attached)
T&M was tracked on 04-09-18, 04-10-18, and 04-12-18 for the watermain relocations as discussed in the response to RFI 04. Morphey
Construction Inc. is requesting to add the following work item to our Contract for this work:
EWA 02a-1—T&M 04-09-18............................................................................... 1 LS @ $2,450.91 Totaling $2,450.91
EWA 02a-2 — T&M 04-10-18............................................................................... 1 LS @ $3,376.68 Totaling $3,376.68
EWA 05a-3 — T&M 04-12-18................................................................................ 1 LS @ $4,506.27 Totaling $4,506.27
EWA 02a — Clearing Right of Way, Added Clearing Ln "PR -C" ..................... 1 LS @ $10,333.86 Totaling $10,333.86
Total Increase to our Contract: $10,333.86
Please see attached cost summaries and supporting documentation for your records. This work delayed our controlling operation by 2
work day. Morphey Construction would request 3 calendar days added to our Contract's completion dates. If you need any additional
information, please let us know.
Sincerely,
Morphey Construction Inc.
�/�9a-d-�
�/�yGE��cc�
Jason Umlauf (�
Project Manager
p. 1-317-356-9250
m. 1-317-766-3951
1499 N Sherman Drive Equal Opportunity Employer
Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.35.9253 www.morpheyconstruction.com
BUTLER, FAIRMAN & SEUFERT, INC.
Civil Engineers
8450 Westfield Boulevard, Suite 300 • Indianapolis, Indiana 46240-8302
317 713-4615 9 FAX 317 713-4616
email: BFS@BFSEngr.com
TO: Jason Umlauf — Morphey Construction
FROM: Jeremy Books
CC: File �✓
DATE: January 31, 2018 Job No.: 592500
SUBJECT: 16 -ENG -073 Carmel Shelborne & 96'h Street Trails
RFI No. 4 Resr)onse:
The option of shifting of the watermain alignment to miss the utilities in moving of the watermain
to the south from approximate station 23+00 to station 25+00 PR -B is the direction. The work
related to modifications to the storm sewer has already been directed and the submitted price is
acceptable for this work.
As previously discussed, the work that is in addition to the original bid work for the watermain
shall be tracked and paid for through time and materials. We expect the additional work to
include the time, materials and labor to install any additional fittings required for the change in
alignment. INDOT specification section 109.05(b) shall be utilized for pricing and tracking. Only
time, materials and labor directly related to the additional work shall be compensated. A tracking
sheet of labor, materials and equipment are to be agreed to on a daily basis.
Let us know if you have any further questions.
MORPHEY
CONSTRUCTION Request For Znf'ormat%on
December 5, 2017
Project: 16 -ENG -073 RFI No. 04
To:
From:
Jeremy Books - BF&S
Morphey Construction
Date Submitted: December 5, 2017
Date Info Req'd: 12-08-17
Category
❑
Info Not in Contract Documents
Reference: Carmel Water
Relocations
❑
Interpretation of Contract Documents
Drawing: 96th Street Pg 15
O
Discrepancy in Contract Documents
Shop Drawing:
®
Coordination Problem
Specification:
❑
Clarification
Attachments:
❑
Other
Subject: Carmel Water's Water Main Relocation, Utility Conflict from Sta. 23+00 to 26+00 Ln "PR -B"
Description: Two locations have been discovered were utility poles and nearby concrete pads/pedestals
are prohibiting the installation of the proposed watermain. These conflicts are also extreemtly close to
the proposed storm sewers. One location has a private shed adjacent to the proposed waterline that
may need relocation. Please see attached pictures. The watermain as drawn in our plans cannot be
installed with the present utility conflicts. Please provide information on how you would like us to
proceed with the proposed watermain through this area.
We offer the following for your consideration
Z Solution ❑ Alternate ❑ Change Order Request
Solution: Looking at the conflicts, two possible solutions can be Dresented by MCI. 1.) Relocation of
Lh-e utilities.:j.)Shifting of the proposedwatermain n rm 5ewers to theh. This still may
require some guy wire relocations, but it appears that the utilitv poles can remain in place. Structures 32
and 33 may be able to be shifted to the south and changed to manholes. Inlets may need to be added
from the shifted trunk line to hit drainage points. The Proposed waterline may need t4 be
shifted/lowered around the proposed storm. We will need further guidance on how to proceed.
1499 N Sherman Drive Equal Opportunity Employer
Indianapolis, IN 46201-1515 ph: 317.356.9250 Fx: 317.356.9253 www.morpheyconstrucction.com
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NORPHEY CONSTRUCTION, INC.
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Certified Pavroll Report
Contractor MORPHEY CONSTRUCTION. INC.
Project City of Cam* Mike McBride3064Shebane 8 96th St. 1 ProjectlComraU E
1499 Y SHERMAN DRIVE
3400 W. 131st
Street
Payroll Number
INDIANAPOLIS, IN 45201
Carmel, Indiana 48074
For Week Ending
411512018
Hours Worked by Day
Work Pay
Man Tve Wed Thu Fri Sat Sun. Timesheet Palo Pay
Job
Fringe. Check
Total
Social Medl• Federal State Total
6m61wee Name
Cr91g Davd A
ID Clessifl-U.0 Type
8358 Operators Reg Rate R7
- S. io 11 12 13 I!L
8.00 8.00 8
16 Hours Hours Rate Grass Pay
Rata Number Gto! Pav
SecurltV care
Tax Tax Other Deduct Net Pay
00 900 8.00
40.00 40.00 35.80
1.49200
58.46 DD3167
2,563.80
135.40 37.66
258.00 69.92 57 90 582.66 1.600.92
CrAll, DBVIdA
8358 Operators Overtime Rate RT
2.00 2.50 3.00 3.00 3.50
14,00; 14.00 53.76
751.90
16,46 DDG157
2,183.80
135.40 31.66
256.00 68.82 87.90 592.85 1,000.92
Gassed, Edward C 5370. Reg. ....
Operators R Rate RT
.. ..
9.00 8.00 9.00
21.00 24.60 34,80
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835.20.
1448-DD3174
..
1,861.90
.
' 115.4 29.9
132.06 56.41 74.48 405.31 1,458.49
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5370 C"rators Overtime Rate RT
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460' 6.50 5220
379.30'
' 18.46 DD3174
1.961.BD
115.43 36.98
132.00 38.41 744! 405.31 1,458.49
Haler, David E
3047 Operators
per9laa Reg. Rate RT
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- .. ..
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227.09 64.38 79.79 577.38 1,475.49
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44.82.
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1,993.07
123.57 28.90
U1.00 64 ill 70.73 517.58 1,476.49
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8740 Laborer Reg. Aar' Ri
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-- 38.00; 38.60 3096
..
1.179.09
15.78 1303184..
1,755.29
108 53 25.48
314.0081 J0 91.44 925.42 7,129.87
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8156.Operators Reg. Rale RT
'11,01) 8.06 8.00 8.00 8.&
40,00: 40.00 94.90
1,392.00
16.48 D153189
1,992.30
123.52 25.69
351-60'64-35'140.05' 70711 1,284.49
Morgan. QevidW
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8150 O Aerators Overdma Rely RT
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200 2.00 2.50 2.00 3.00
11,60 11.506 52.20
800.30,
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78.48 D03189
1,992.30
723.52 28.89
351.00 84.35 140,05 707.87 1,294.49
Morgan, Tyler M
2223 l5borer- .
Reg. Rafe R7
..
400 8.00 9.00 8.00 9.00
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40.111V4111.66 Z.241
806.90
15.78 DD3190
1,168.74
71.e4 78.80
1ai:do 37.4] 14.01371.09 787.88
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2223 Laborer OmMme Rate RT
2.06 3.00 2.60 240 9.00
11.50. 11.60 ]8.38
3414
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1,15474
71.84 16.80 '161.00
37.4 ..84.01 371.06 767.66
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1860 Laborer Reg. Rata - RT
8.06 9.00 8-1064 GO 8.06
0.00: -40.00 24.72
688.80'
19.18`D03M
1,376.14
' 85.45 19.99
64A0 4206 98.92 311.36 11,068.75
Weidi, Barry E
1860 Laborer OveK me Rale RT
2.662-00 2.50 2.00 2.00
70.50 1090 37.05
389.34
15.18 003209
1,378.14
95.45 19.95
64,00 42.03 99.92 311.39 1,088.76
Date. Apf-20, 2'J1B
L tine Mreaeratla, AOFaWeng Marag.r, de henbyetal.;
0)That l pry or aupem,aedte paymani oftha plesons wnp"d ey MORPHEY CONSTRUCTION, INC an Ta prypq Cb of Cann MIFe Mr�ntle7mgSh tamed a6n St eatl sial dVn he
employed on the said pm;m Mrs bean pod the fuu weaWY wag. "Mod NM m rabmea nave then or wad bO meds ark"' oV! tt➢ yMa'I feint our 1 moldy pit Apr -0g, ed b and ending , o her-1ma 20ero all prisons
4y 4 esdracay b 48, 5 ulna 0 said MORPIIFY CONSTRl1CT10N, INC ROT ria fW weedy wages Wined by airypaean, phot Bart permhelNe
deQCCom .s daLraad m Reg�AaLlons. Part (29 CFR $Wase A), ranted DY pa $aaemry M Ubar uw'a the Copeland Aq. as amended (� 5tH. W B, SJ $tet. 106, 72 Stat 667; 76 Slat ]67, W U 9 C 276e), and daauEed below'
(2) Tnet any P"rgra clhenwes order this cdneaq npdred b b. naYNtlad for ere ax pen=d"correct and gfmplah, Oral Ime wipe rhes for lebowa aril medanre rnrtlMntd TereF an ml W s then ah applloble wage rotas cmal000 in levy wage cunermmatm Imorp mf
Mao ale coreracL that the daeplcat-W aH 1011h thereto sole each I.orer or reprep, —I— v* the work he Parknned
(317140 am apprert— e."din the above porodare dtly reysterad in. bona ifs epp.'tb Np orcgram mgdlaatnaSlate appr0foceship agency Wooled bythe Steam ofApprarMcesiI and Tmmng, Wista Stiles Deparenem J Labor, of ffm sLh fan.Wt rd
panty serum a Salta, are regmtered wYn rile Oaeau dAppratacufl�Nd Trenirg. Umkd $lads Dapgmhnl of Labq.
(4) The
(.11Ae4ERE FRINGE BENEFITS ARE PAID TO APPROVED PUNS, FUNDS, OR PROGRAMS
13 m Wailion to In. basic hurly wage rates pad k each laborer or mechanic dada in the above Wernaso payroll, psymnlb; df fringe bertefis a a Rated M the conena have Dean orwll be maoa to apprcionete programa forte benetll of Suri, artploy.s. a pl as
roved In Secton a(c) below.
(0) YAIERE FRINGE BENEFITS ARE PAID IN CASH
13 Each 4hdsra yr c leo listed In Ion soar. rate rented payfol due bean P.O. —no -dad on In. payroll, an amouq rot race nen the awn or na agA.blo bask houny wage rale pne ne .....I tho req. ad fnnge bene!to as linea m itis c jr. ; et,,gA
as now n Sacdon ((c) bel -
(b) EXCEPTIONS
Name and r e Sipyyra rf
Dine M�aeald, AOpdeying Manager
THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMEM7S MAY SUBJECT THE OONTRA OR SU CML OR CRIMINAL PROSECUTION SEE SECTION 1001 OF TRUE 16 AND SECTION 13-
OF TITLE a1 OF THE UIfTED STATES CODE
AL UTILITY PIPE SALES OF IN, INC. QUOTE
2nd N. Ave
Indianapolis, IN 46219
polis,CathIN 6
I 11UTILITY
00Fax
PIP. (317)224-2301
Number 00028965
"Providing The Flow, Above 6 Below Website: 1NWW.utilitypipesales.com Page 1
Date 0712912017
Bill QUOTE6 Ship QUOTE6
To ALL BIDDING CONTRACTORS i To
QUOTE6 j QUOTE6 116-ENG-73 96TH STREET TRAIL
Ij !CARMEL
Customer PO# Ship Date ISalesperson ` Terms
_ .----___....._...W_..�.....__. _ _.
Tax Code
16-ENG-73 i QUOTE BID 0-10 DAYS
IN
Document # Warehouse Freight
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00028965 UTILITY PIPE SALES OF IN, INC. Prepaid
BEST WAY
Item
! Description
Quantity
um
Price
Per
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--_......... _... ...i_...___.
LINE 33
TX311 P75
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1
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EA
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LINE 42
DP4CP1
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100' COIL
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QU Q0028965
Note: Current legislation states of January 4th, 2014 it will be illegal to sell or install any items that are leaded brass in sizes 2" and below for
use with potable water. Manufacturers have been making this conversion since this legislation was passed. UPSCO will be implementing the
following changes effective as of January 2, 2013. Any leaded brass order will be special ordered for our customers, but will be
non-cancellable and non-returnable. UPSO cannot accept leaded brass returns for credit or exchange. This matches the policies of our brass
suppliers- As of June 1, 2013 brass product manufacturers will stop manufacturing leaded brass products & no leaded brass items will be
purchased by UPSO. Utility Pipe Sales Co.
Customer Copy Continued on next page ...
UTILITY PIPE SALES CO. QUOTE: 00028965 DATE: 07/29/20 PAGE: 2 Reprint
Item ; Description Quantity
uta
Price
Per i
DP6CPIDOT (continued
AASHTO INDOT
DF4CAP 4" HDPE EXT END CAP 2
EA
EA
DF6CAP 6" HDPE EXT END CAP 2
EA
EA
LINE 43
DP06NHP 16" DUAL WALL PERF X 20' 140
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EA
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DFN6T 6" X 6" DUAL WALL TEE 1
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P356G 6" SDR 35 PVC SEWER PIPE 14
FT
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FS6COASWH 6" SDR35 CLEANOUT ADAPTER 1
EA
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FIPT X SEWER HUB
FS6TP 6" SDR35 RAISED MIPT PLUG 1
EA
EA
FOR CLEANOUT
LINE 44
IS102-66 6" CLAY X 6" CI/PVC 10
EA
EA
FLEXIBLE COUPLING
P356G 6" SDR 35 PVC SEWER PIPE 185
FT
FT
GASKET JT 14' LENGTH
I
FS6TYG 6" X 6" SDR35 T -WYE GXGXG 1
EA
EA
FS6COASWH 6" SDR35 CLEANOUT ADAPTER 1
EA
EA
FIPT X SEWER HUB
FS6TP 6" SDR35 RAISED MIPT PLUG 1
EA
EA
FOR CLEANOUT
LINE 47
i
N-DP12SLOT 12" CMP SLOTTED DRAIN 220
EA
EA
6" GRATE HEIGHT
N -CA 12 SOLTTED BANDS 15
EA
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N -CA 12 CMP 45 BEND 2
i
EA
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N -CA 12 CAP j 2
EA
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Continued on next oaae ...
UTILITY PIPE SALES CO. QUOTE:
Q0028965 DATE: 07/29/20 PAGE:
3 Reprint
Item
Description
Ouantity
u&r
Price
3
Per
j Extension
CASTINGS
I
CAR4215C
R -4215-C CONVEX GRATE
18
EA
EA
INDOT TYPE 7
CAR328710V
R -3287-10V FRAME GRATE BACK
19
EA
EA
COMPLETE INDOT TYPE 10
N -CAR
R -1878-A91- 30X30 SOLID
2
EA
EA
N -CAR
R -3588-A INLET
1
EA
EA
N-CAR1714
R-1714 FRAME & VENTED LID
11
EA
EA
INDOT TYPE 4
LINE 66
N-SV12TF1
12" CHECKMATE VALVE
1
EA
EA
LINE 68
PDIC3506
6" CL350 DI PIPE, MON JT
120.00
FT
FT
RGMLK6
6" D.I. MEGALUG KIT
12
EA
i
EA
INCLUDES GASKET, BOLTS & NUT
LINE 69
P26356HW
6" SDR 26-35 SEWER PIPE
140
FT
FT
HEAVY WALL, GJ, 14'
FSH6RCG
6" SDR26 HW REPAIR CPLG
12
EA
EA
GXG
FSH645BG
6" SDR26 HW 45 BEND GXG
12
EAJ
EA
WTCWIOGRCCS30
10GA WIRE X 500'30 MIL PE
1
EA
EA
GREEN JACKET
WTD2S
2" DET. WARNING TAPE
1
EA
EA
1000' ROLL "SEWER LINE"
i
LINE 112
PDII6
16" CL350 DUCTILE IRON PIPE
2560.00
FT
37.32
FT
95,539.20
TYTON JOINT
BNGFLK16
16" FIELD LOK GASKET
20
EAJ
285.00
EA
5,700.00
FOR DUCTILE IRON PIPE
I
I
MJD1611 B
16" MJ 11.25 BEND
4
EAS
i
EA f
Accepted By
Continued on next Daae
UTILITY PIPE SALES CO. QUOTE: Q0028965 DATE: 07/29/20 PAGE: 4 Reprint
Item
Description
Quantity
; um
Price
Peri
Extension
MJD1611 B (continued)
DOMESTIC
MJD1622B
16" MJ 22.5 BEND
3
EA
EA
DOMESTIC
RGMLK16
16" D.I. MEGALUG KIT
14
EA
168.00
EA
2,352.00
INCLUDES GASKET, BOLTS & NUT
WTCW10BLCCS30
10 -GA WIRE X 500' 30MIL PE
6
EA�
EA
PRO HF-CCS-10AWG-BL
WT132W
! 2" DETECTABLE TAPE
3
EA
EA
"WATER LINE"
PE1618P
37" X 220' POLYWRAP 16-18"
15
EA
EA
FOR PIPE & FTGS - 8 MIL
LINE 114
BFV16MJL
16" MJ BUTTERFLY VALVE
4
EA
EA
OPEN LEFT
RGMLK16
16" D.I. MEGALUG KIT
B
EA
EA
INCLUDES GASKET, BOLTS & NUT
CVBSPC
POSICAP VALVE BOX ALIGNER
4
EA
EA
CVB664D
664-S ADJ VALVE BOX 39" - 60
i
4
EA
EA
SCREW-TYPE WITH LID, DOMESTI
LINE 115
VARW8MJL
MUE 8" MJ GATE VALVE OL
1
EA
EA
RES WEDGE, L/ACC
CVBSPC
POSICAP VALVE BOX ALIGNER
1
EA
EA
CVB664D
664-S ADJ VALVE BOX 39"- 60
1
EA
EA
SCREW-TYPE WITH LID, DOMESTI
RGMLK8
8" D.I. MEGALUG KIT
2
EA
EA
INCLUDES GASKET, BOLTS & NUT
LINE 116
VARW6MJL
MUE 6" MJ GATE VALVE OL
1
EA
EA
RES WEDGE, LESS ACC
CVBSPC I
POSICAP VALVE BOX ALIGNER
1
EA
EA
CVB664D
[664-S ADJ VALVE BOX 39" - 60
1
EAI
EA
�iumimii00028965
mmuuiuuiiiumuimiu�
Accepted By
Continued on next nage...
UTILITY PIPE SALES CO. QUOTE: Q0028965 DATE: 07/29/20 PAGE:
5 Reprint
Item DescriP tion
Quantity
' unr
Price
Per
CVB664D (continued)
SCREW-TYPE WITH LID, DOMESTI
RGMLK6 6" D.I. MEGALUG KIT
2
EA
EA
INCLUDES GASKET, BOLTS & NUT
LINE 117
MJD166HYDT 16" X 6" MJ HYDRANT TEE
2
EA
EA
DOMESTIC
VARW6MJL MUE 6" MJ GATE VALVE OL
2
EA
EA
RES WEDGE, LESS ACC
CVBSPC POSICAP VALVE BOX ALIGNER
2
EA
EA
CVB664D 664-S ADJ VALVE BOX 39" - 60
2
EA
EA
SCREW-TYPE WITH LID, DOMESTI
MJD624AC 6" X 24" MJ ANCHOR COUPLING
2
EA
EA
DOMESTIC
FH42350SYS FIRE HYD 5 1/4 SAFETY YELLOW
2
EA
EA
5" STORZ 3 WAY 5'0" BURY, O
RGMLKI6 16" D.I. MEGALUG KIT
4
EA
EA
INCLUDES GASKET, BOLTS & NUT
A6GB 6" GASKET & BOLT ACC KIT
6
EA
EA
LINE 118
MJD166T 16" X 6" MJ TEE
1
EA
EA
DOMESTIC
MJD6SSLP 6" MJ SOLID SLEEVE LP
1
EA
EA
DOMESTIC
PDIC3506 6" CL350 DI PIPE, TYTON JT
40.00
FT
FT
RGMLKI6 '16" D.I. MEGALUG KIT
2
EA
EA
INCLUDES GASKET, BOLTS & NUT
RGMLK6 6" D.I. MEGALUG KIT
3
EAj
EA
INCLUDES GASKET, BOLTS & NUT
EINE 1191
MJD168T 16" X 8" MJ TEE
1
EA
EA
DOMESTIC
PDIC3508 8" CL350 D4 PIPE, TYTON JT
40.00;
t
i
FT
FT
fli flimlit' Illlllllllllllllllllllllllllllllllllllnllllllllll
Extension
Accepted By
Continued on next oaae ...
UTILITY PIPE SALES CO.
QUOTE: Q0028965 DATE: 07129120 PAGE: 6
Item
,t7escripdort
MJD8SSLP
8" MJ SOLID SLEEVE LP
.16 LINE STOP
I DOMESTIC
RGMLK16
16" D.I. MEGALUG KIT
8 LINE STOP
IN
INCLUDES GASKET, BOLTS & NUT
j
RGMLK8
8" D.I. MEGALUG KIT
6 LINE STOP
INCLUDES GASKET, BOLTS & NUT
LINE 125
LINE 120
MJD16SSLP
16" MJ SOLID SLEEVE LP
LINE 128
DOMESTIC
RGMLK16
16" D.I. MEGALUG KIT
6" MJ45 BEND
INCLUDES GASKET, BOLTS & NUT
LINE 121
1
2
3
2
4
BMD47018Q1 f1" BALL CORP CC X CTS 2
NO LEAD
CK1100 11" "K" SOFT COPPER X 100' 100
BMD610001 1" CURB STOP CTS X CTS 2
NO LEAD
BMD475801 1" CTS BRASS COMP CPLG 2
DOMESTIC
2
1
1
15
40.00
4
Pf
q1011ma.
NO LEAD
LINE 122
I
N -CA
.16 LINE STOP
LINE 123
N -CA
8 LINE STOP
IN
j
LINE 124
N -CA
6 LINE STOP
LINE 125
CVB60E
24" VALVE BOX EXTENSION
LINE 128
PDIC3506
6" CL350 DI, PIPE, TYTON JT
MJD645B
6" MJ45 BEND
DOMESTIC
2
1
1
15
40.00
4
Pf
q1011ma.
111111111
IN
Q0028965
Al
EA
EA
EA
EA
EA
EA
FT
EA
EA
EA
EA
EA
EA
FT
EA
EA
EA
EA
EA
EA
EA
FT
EA
EA
EA
EA
EA
EA
FT
EA
Accepted By
Continued on next Daae...
UTILITY PIPE SALES CO.
QUOTE: Q0028965 DATE: 07/29/20 PAGI
Item
Description
MJD6SSLP
0.001
6" MJ SOLID SLEEVE LP
DOMESTIC
RGMLK6
6" D.I. MEGALUG KIT
INCLUDES GASKET, BOLTS & NUT
!
LINE 129
POIC3508
8" CL350 DI PIPE, MON JT
MJD845B
8" MJ 45 BEND
DOMESTIC
I
MJD8SSLP
8" MJ SOLID SLEEVE LP
DOMESTIC
RGMLK8
! 8" D.I. MEGALUG KIT
INCLUDES GASKET, BOLTS & NUT
LINE 130
MJD16SSLP
16" MJ SOLID SLEEVE LP
DOMESTIC
MJD1645B
16" MJ 45 BEND
DOMESTIC
RGMLK16
16" D.I. MEGALUG KIT
INCLUDES GASKET, BOLTS & NUT
PD116
116"
CL350 DUCTILE IRON PIPE
TYTON JOINT
QUOTED BY: jays
EXPIRES: 08/30/2017
7 Repri
Quantity
i
2
12
40.00
4
2
12.
21
4'
12
40.00
nt
UM
EA
EA
FT
EA
EA
EA
EA
EA
EA
FT
Price Per i
EA
EA
685.48
FT
EA
EA
EA
EA
EA
EA
FT
Extension,
__ s
2,741.92
Merchandises
Add On Charges' Tax
Total Due
,,,-, ..eT_.__.�.__,..
247,271.41
0.00T
0.001
We appreciate your business!
111111111@ 111113 1 fell
INQ0028965
Al
Accepted By
... Last oaae
3821106
INVOICE
Lehigh Hansen
nvoice Number:
Invoice Date: 04/14/18
HEIDELBERGUMENTGroup
Page: 1
Terms of Sale: NET 30 DAYS
Billing cn behalf of:
WWWWW
Customer Number: 8879224
Aggregates Midwest LLC
1111111111150
Tax Code: IN-NONTA
Hanson
WW
Customer Job: 18-17H/16 ENG -73 ShelbarnEwa
I—TH ENSURE PROPER CREDIT PLEASE INCLUDE
MORPHEY CONSTRUCTION INC
THE INVOICE NUMBER WITH YOUR PAYMENT
Now
son
REMIT TO:
15620 Collection Center Drive
,
Chicago, IL 60693-0156
1499 NORTH SHERMAN DRIVE
INDIANAPOLIS, IN 46201
—So
VTax ID: 61-0476452
-�o0
Sales Carder Mani
Ivery
Job 3060 PO 6384
74531,44 Harding ST.
Fuel
Extended
Product Description
Quantity UOM nit Prac Amount Freight tithe fh9e8
F
price
Ticket Ticket Truck Ship to Reference roduct Numtw
Date Number Type
17.66 Ton 55.65) $99.78 $0.00 50.00
04/12J18 1855242947 ST 6384 Sheinorne & 094230
112 Structure Backlill
17.36 Ton $5.65 $98.08 $0.00 $0.00
$99.
$98.0
04/1211$\1855243065 ST 6384 Shelnome & 094230
112 Structure Backlill
17.95 Ton $5.65 $101.42 $0-00 $0.00
$101.4
\ 6384 Sheinorne & 094230
04/12/18 1855243171 ST
1/2 Structure Backtill
18.24 Ton $5.65 $103.06 $0.00 $0.00
$103.0
1855243266 ST 6384 Shelnorne & 094230
1/2 Structure Backfill
--PRODUCT SUMMARY --
094230
TOTAL QUANTITY -->
7121
71.21
Subtotal:
S402.
Tax:
thtBstiQanta? Plessrr call Customer Cate at- (SS6) 242-5960
Invoice TOM: ;r*!f2m
This invoice is subject to the terms set forth in the Credit Application andor General Terms ar.d Cfferent terms pponditions of Sale, as well hereby any additiobe a mate
nal terms and
`condition acontai erin the Qe tot tion o itOrd rreturned aregsubject o Cartageland handonal or l ng cha ges. Accoounts are due arndrpayab4e ythe above stated terms'
Past due accounts are subject to service charges as outlined in the Credit Application and/or General Terms and Conditions of Sale.
Attachment "B"
March 27, 2017
Jeremy L. Books, PE, CPESC
Construction Department Manager
Butler, Fairman & Seufert, Inc.
8450 Westfield Blvd., Suite 300
Indianapolis, IN 46240-8302
Re: EWA 04 — 12" Vertical Standpipe Drain
In Reference to: RFP No. 2 (Attached)
MOPAHEY
r~r t,C-!z .'i r ' i 0 N
Per RFI No. 2, Morphey Construction Inc. is requesting to add the following work items to our contract:
EWA 04 —12" Vertical Standpipe Drain.................................................................................1 EACH @ $3,274.14 Totaling $3,274.14
Total Increase to our Contract: $3,274.14
This work includes exposing and coring the top of the previously installed 24" RCP, installing a 12" vertical Standpipe, and placing a
concrete collar completely around the 12"/24" RCP junction and vertically around the 24" RCP. This work will add —1 day to our
Contract's controlling operation. Please see attached cost summary for your records.
If you need any additional information, please let us know.
Sincerely,
Morphey Construction Inc.
aJason Umiauf
Project Manager
p. 1-317-356-9250
m. 1-317-766-3951
1499 N Sherman Drive Equal Opportunity Employer
Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.35.9253 www,morpheyconstruction.com
CITY OF CARMEL
To: Jason Umlaf REQUEST FOR PROPOSAL 2
Morphey Construction DATE: 3-15-18
PROJECT NAME: 90 Street Trail
PROJECT NO.: 16 -ENG -73
Specification Reference: Added Storm Structure
Drawing Reference: PG 14 Drawing Date: 7/13/17
Identification of Attachments: N/A
Please submit within fifteen (15) calendar days of this request date a proposal showing increase, decrease
or no change in Contract Price and/or Contract Time. Proposal shall be accompanied by four (4) copies
of breakdown showing quantities, cost of material, equipment, labor, overhead, profit and basis for the
additional time if any.
DESCRIPTION OF PROPOSED CHANGE COVERED BY THIS REQUEST:
Request a price for adding an additional Vertical Stand Pipe type structure for storm drainage at
approximant station 16+20 on line PR -B. (As proposed in Progress Meeting on 3-14-18, (8" vertical pipe
tapped into the 24" RCP).
REASON FOR CHANGE:
At station 16+20 there is a low area along the property line between Mr. Jones and Mr. Kolerten draining
the properties toward the trail. This will create a ponding area along the trail and backing up to the north
along the property lines.
SPECIAL INSTRUCTIONS:
THIS REQUEST DOES NOT AUTHORIZE YOU TO PROCEED WITH THE ABOVE WORK NOR
STOP PREVIOUSLY SCHEDULED WORK. Upon approval a Contract change Order and a Notice To
Proceed will be issued.
Please state in your proposal the effect the acceptance of this Request will have on the Project's
Substantial Completion and Final Completion, if accepted with _ days of proposal due date.
YOUR PROPOSAL DUE DATE: 3-30-18
By:
Engineer
Approved by:
Owners Repres tative
AR -1
Version 2016-08-31
Date
AMC-'
54X X
um
COST
Attachment "C"
June 20, 2018
Jeremy L. Books, PE, CPESC
Construction Department Manager
Butler, Fairman & Seufert, Inc.
8450 Westfield Blvd., Suite 300
Indianapolis, IN 46240-8302
Re: EWA 05 — Added Clearing, Ln "PR -C"
In Reference to: RFI No. 12 — Additional Clearing, Ln PR -C
Additional clearing was directed for areas outside of the construction limits shown on line "PR -C". T&M was tracked on 05-07-18, 05-08-
18, and 05-11-18 to completed this work. Morphey Construction Inc. is requesting to add the following work item to our Contract for this
work:
EWA 05a — T&M 05-07-18............................................................................... 1 LS @ $2,481.79 Totaling $2,481.79
EWA 05b — T&M 05-08-18............................................................................... 1 LS @ $1,003.68 Totaling $1,003.68
EWA 05c —T&M 05-11-18................................................................................ 1 LS @ $1,082.97 Totaling $1,082.67
EWA 05 — Clearing Right of Way, Added Clearing Ln "PR -C" ..................... 1 LS @ $4,568.14 Totaling $4,568.14
Total Increase to our Contract: $4,568.14
Please see attached cost summaries and supporting documentation for your records. This work delayed our controlling operation by 1
work day. Morphey Construction would request 2 calendar days added to our Contract's completion dates. If you need any additional
information, please let us know.
Sincerely,
Morphey Construction Inc.
Jason Umlauf
Project Manager
p.1-317-356-9250
m.1-317-766-3951
1499 N Sherman Drive Equal Opportunity Employer
Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.35.9253 www.morpheyconstruction.com
0
MORPHEY
CWYSTr iiON
Request ,dor Information
iri i � nwr� inn venni nnn iwwrr�rr ur r nmwuuwrrr�
February 2, 2418
Project:
To:
From:
16 -ENG -073
Robert Surber - BF&S
Morphey Construction
RFI No.
Date Submitted:
Date Info Req'd:
ategory
® Info Not in Contract Documents Reference:
❑ Interpretation of Contract Documents Drawing:
❑ Discrepancy in Contract Documents Shop Drawing:
❑ Coordination Problem Specification:
® Clarification Attachments:
❑ Other
Subject: Additional Clearing Right of Way on Line "PR -C"
12
February 2, 2018
02-06-18
Item No. 0003
Sheet 27 of 97
96th Street Plans
Description: On Sheet 27 of 97 in the 96th Street Trail plans, there is a tree/brush row along the north
side of 96th street from Sta. 59+00 to Sta. 62+00. These area is located between 96th Street and the
or000sed trail. However, it is outside of our construction limits and the clearing, arubbina and removals
within this area were not included in our original Clearing Right of Way. Please provide clarification on
whether or not it is desire to clear this tree/brush row area.
Me offer the following for your consideration
® Solution ❑ Alternate ® Change Order Request
Solution: If it is decided to have this area cleared, we would suggest tracking our work with T&M.
1499 N Sherman Drive Equal Opportunity Employer
Indianapolis, IN 46201-1515 ph: 317.356.9250 Fx: 317.356.9253 www.morpheyconstrucction.com
iill����i�s
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WILY TIME AND PRODUC 1'1 REPORT
7 t.5-r�
-
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page 11 -
TIME
SHEET
MORPHEY WqSTRW--I-�aN, RC -
Date
Contract:
Emp"-nc Name
Job #— -30 6 c --------
Finish Tinx
Report By:
Phey >
conm(btmr- Pte' (t��
I ligb Temp:
A.M. Wcad)a-V
Low Temp:
—P.M, weadwr-
TIME
SHEET
Una
Emp"-nc Name
Sta;-t Tune.
Finish Tinx
Drive
5
4 i, -(r I k, AV" le' I- I R I - ,"A -
i 11 rrVIL4k,
No -
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No -
MORVNEY CONSTRUCTION INC - COST SUMMARY
r
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Y
page t of
ULY TM AND pRpDUCTTQtY REPORT
Repast Bw: e t _ _Loab-acto !_ �r P ' _ . ,•--
High Temp -
Low Temp: � �` � ��.�rk. Wcu
F-YXW&Y*A7M
Item No.
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MORPHEY CONSTRUMON INC. - COST SUMMARY
K14it"I'm INA
AMI t 11 i
Certified Pavrol[ Report
Contractor MORPHEY CONSTRUCrON, INC.
Pro)"i City of Carmel Uke lAc8r1det3080Shelbome & 961h St. I ProtecItCordraet 0
1499 N SHERMAN DRIVE
3400W 131st_Street
Payroll Number
INDIANAPOLIS, IN 46201
Carmel, indlana
48074
Far Week Ending
5/1312016
Hours Worked by Day
Wank Pay
Mon Tue Wed Thu Fri Sat Sun Timesheet: Paid Pay
Job
Fringe Check
Total
Social Medi- Federal State Total
Employee Name
ID Classelcatien Type
7 8 9 10 11 12
13 Hourew Hours Rate Gross Pay
Rate Number
Gross PaXSecurity
care
Tax Tax Other Deduct Net Pay
Crelg, Davkd A
8358 Operators Reg. Rate RT
800 8.00
18.001 15.00 35.80
572.80
18.4fi D0338C
2,210.85
137.08 32.05
264.00 70,78 88.98 592.87 1,617.76
Craig, David A
8358 Operators Overtime Rate RT
1.50 2.00
8.50 3.50 59,76
187.95'
18.46 DD3380
2,210.65
137.88 3206
264.G0 70.78 88.98 892.87 1,617.78
GasseR, tatlwartl L $376 Op of Rep. Rale R7
8.08 8.08 6.06'
24.00' 24.00 31.60
836.20
18.46 01013367
3,400.70
86.85 20.31
77.00'41.52 56.03 281.71 1,118.99
Gassed, Edward C 5370 Operators Overtime Rete RF -
1.60 � � . 200
3.5V' 8.60 52.20
18270
18.16.0013387
1,408.70
- 06.85-2631
77.00 41.52 58.03 281.71 11118.88
Hater. Davld E
9047 Operators Reg. Rate W
8.00
8.00 8.00 33.08
254,84
18.46 OD99B9
2,067.50
120.19 29.98
237.00 68.78 62.70 544.66 1,622.86
Haler, David E
3047 Operators Overtire Rate RT
2.60
2.50 2.50 49.82
124.05
18.46-DD3389
2.067.50
126.19 29.98
237.801 66.78 62.70 544.85 1,522.85
Kirby, Coie L
6890 Laborer Reg. Rale - RT -
8.00 8.00 11.60 8.00 8.00
40.00. 40.06 23,72
946.801
'19.7ti 003396
1,233,44
78.47 17.88
141.00 79.22 89,42 986.89 B67 43
[City, Cole L
6890 Labcrer ov"we Rate RT
- 1.60 1.50 3.00 2.011
8.00 8.90'96.58
284.84
16.16 DD3390
1,239.44
78.47 17.88
14300 39.22 89.42 355.99 867.45
k1ts7, hhutYL
6720 Laborer Reg. Rale AT
7.60 6.50 4.56 8.00 3.00
29.90: 29.30'30.65
904.47
15.18 603397
1,732.30
10700 25.12
369,06 80.85 92.25 614.72 1,11758
KAY• Marty l.
6720 *Laharer Overtime Rab RT
1I70
1.00 1.011 15.90
45.98
15.18 01013397
1,732,30
107X9 25.12
909.00 80.95 92.25 814.72 1,117.38
Morgan, Tyler M
2223 Laborer Reg Rate RT
8,00 6.08 6.06,
21.00 21.00 20.24
425.04
15.18 OD3404
1,219.46
- 75.67 17.68
175.00 36.36 711.95 Ms.,63 832.89
Morgan, Tyler
2223 Laborer Overtime Rate RT
1.50 1.50
3.00. 3.00 90,36
91.D5
16,1W000M
1.219.46
75.81 17.88
17500 30.39 78.95 385.63 932.03
Uphaus, Ethan K
8407 Operators Reg. Rale RT
- 8.00
8.00' 8.00 34.80
278.49
18,46 0013415
2,931.60
1+41.55 33.90
290.00 74.69 93.84 636.69 1,59.71
U086Ethan K-
8407 Operators Ovedlme Rafe RT
1.50
-1.60 1.50 6220
'78 ii)
18-411.003415
2,331.08
144.56 33.60
290.00 74.69 93.64 635.89 1,894.71
Barry
We0ch,8anyE
-1960LabOrefReg. Rale RT
.........
8.00600 8,008.008.00 -
�- 40.80-�40,0024.72988.80'
16.16D1.7y120
1,24830
77.38 18.10'
49-00978q 90.54 272.84 876.62
Welch, Barry E
IeW Laborer Overtime Rate RT
1.66 1.50 2.60 2.00
_ 7.80 7.60 37.08
259,58
75.16 DD3426
1,248.36
77.39 18.10
49.00 37.84 90,51 272.84 915.32
Dote MaY•21, 2018
I. Gdna Maztarella, Accounting Mamger, m hemby H41e;
(1) Thal I ply or supervise the paymrtt of W peraorm emp"d by MORPHEY CONSTRUCTION, INC. m the pro)eat Coy of Carmel Mike mr�ido t08f1$rrWpme 5 BBtn SI. Nee Naltluing the peYcoll penotl carrmertartg an Aaym,x018 antl en6ng on MaY-13. 20la all persons
smViayed an the Slid project have base paid pts, lull moldy wages, earned, that m+obalee have been or will be made ether dxaGly a Indirectly to or an behad of stud MORPHEY CONSTRUCTION. INC. horn the JIM weekly rapes earned by a„y pomm, OVUr Nan permissols
dadu lima sur cWmd m RegulNw xs, PWt 3 (79 CFR SUbide A), leaved by Ne Secretary at Labor mdH gr Copeland W, es wae:ttletl 148 Sul 9d& 835Uh 108, 72 StM 987 78 Slat 367, 40 U.B C. 279x), ret d bed bear:
12) TAvI anY payrmts txhennse under ens mnkaG regrJrad lobe subm9led far the sbw�o periatl era curet antl mmFleU, slat Qts, wage ryes fpr Ubrners aM reerltenlu pOnlditatl tltareln ere viol teal Pen ow �parnlle wago rales conUlned in any weyo rlalemertalon ktmrpcmled
Slip N0 CmtleG, drl Iti G®ti:aLroru eel lUlFl IhereYl lof�e�h laDOrer pr rrrGlerep cmfomt MMI Ne Wrk 1141 perlomled
(3) That any appreduces Hnpad"d r the � bb" perp are Addy registered m a hurls me apperMiceeHp program regslered With a Slide aPPrvmaashp agemy remgrdted by the Bveeu Of APF—t hip end Training; INkled Stales Deporimen pl Leber. � t Fro :vch remgnbed
egertey erste et a Sola. Seen ' ppMawsnp a>rb Trevlaq, UMkd SUNS DapennyN of Labor
(4) That
(e) MERE FRINGE BENEFITS ARE PAIC TO APPROVED PLANS, FUNDS, OR PROGRAMS
In addi8m 1411141 baelch0llly wage retie Paid to each faborer m mecharsc listed to Bre above talemyad payrop, paymaN s of mope bendsSIR, lleled h Uwe comet have been m wo!be mad. to epprop note program, tar the benent a -m emptoyeee, e.cept as,
rated rn Secdm 4(W below
(b) MERE FRINGE BENEFITS ARE PAID IN CASH
Q E..h lstarer ormechanc listed M the ab ,.WFW.ad payroll lNa been paid, as irtdreaed m Nepo"k m amourl rot Un Nen the sum of the applicable base: hcuty wage Fele Plus pip amount 09 the requited huge b..(s.listed 0 the corroact—pt
as Sated rn Secbm d(c) below
(d ExCEPT1OFS
Name and Tips, Bgrowrs )l
Gina M=aM)& A000unbr® Mannar IClfi_l
THE tMLLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECTTHE CONTRACTOR OR SUBCONTRACTOR Tdt&L OR CRIMINAL PROSECUTION SEE SECTION 1WIOFTRLE 18 AND SECTION '
OF TITLE 111 OFT11E UNITED STATES CODE.
Attachment "D"
June 20, 2018
Jeremy L. Books, PE, CPESC
Construction Department Manager
Butler, Fairman & Seufert, Inc.
8450 Westfield Blvd., Suite 300
Indianapolis, IN 46240-8302
Re: EWA 06— Construction Engineering, Rev 2 Ln "PR -S -1-A"
In Reference to: Construction Revision No. 2, Shelbourne Road Trail
Construction Revisions No. 3 & 4, 961h Street Trail
Construction Revision No. 2 on Line "PR -5-1-A" changed the alignment of the trail through the Enoch parcel. This revision required
additional construction engineering to implement the required changed into our construction. Morphey Construction Inc. is requesting
to add the following work item to our contract:
EWA 06 — Construction Engineering, Rev 2 Ln"PR-S-1-A".......................................1 LS @ $1,218.83 Totaling $1,218.83
Total Increase to our Contract: $1,218.83
Please see attached cost summary and sub invoice detailing the extra work required. If you need any additional information, please let us
know.
Sincerely,
1 Morphey Construction Inc.
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'''JJJ7 Jason Umlauf
Project Manager
p. 1-317-356-9250
m. 1-317-766-3951
1499 N Sherman Drive Equal Opportunity Employer
Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.35.9253 www.morpheyconstruction.com
MORVTEY CONSTRUCTION INC. - COST SUMMARY
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MATERIALMARKUP
TOTAL MATERIAL WITH MARKUP
TOTAL COSTS WITH MARKUPS
BOND AND INSURANCE MARKUP
TOTAL HAUL WITH MARKUP
SurveyTech P.C.
7172 North Keystone Unit J
Indianapolis, IN 46240
Phone(317)255-9339
Fax (317)259-7560
Bill To
Morphey Construction, Inc
1499 N. Sherman Drive
Indianapolis, IN 46201
Date Invoice #
6/20/2018 2510
Job Description
16 -ENG -73
Serviced
Qty
Item
Description
Rate
Amount
5/9/2018
2
Prof. Land Surveyor
Update points and revise points etc on Revision on
130.00
260.00
Michigan Road
6/19/2018
1.5
2 man Crew
Stake nails in pavement and locate elevation needed to
172.00
258.00
build surface.
6/20/2018
2.5
Prof. Land Surveyor
Revise surface and set points on revised trail
130.00
325.00
6/21/2018
1.5
2 man Crew
Extra Curb staking
172.00
258.00
Total $1,101.00