4.3 SR 08-21-2023Request for Action
To Item Number
Ma Tor and CinT Council 4.3
Agenda Section Meeting Date Prepared by
Consent August 21, 2023 Ryan SandhoefneY, EngineeY 1
Item Description Reviewed by
Payr Estimates ustin Femrite P.E., Public WoYks Director
Reviewed by
Tina Allard, Cit�r Clerk
Action Requested
Approve, byT motion, the pay estimates detailed below.
Background/Discussion
The following pay estimates have been reviewed and found to be accurate and in accordance with approved contracts.
Financial Impact
Project
CityT Hall Reroof
2023 Street Improvements
Pay Estimate #
4 — Final
3 — Partial
Contractor
Palmer West Construction
North Valley Inc.
Amount
�43,090.75
$272,542.21
Mission/Policy/Goal
OpportunityT to live, work, and p1a�T.
Attachments
■ Patir Estimate 4— PalmeY West Construction
■ Pay Estimate 3— NoYth Valley Inc.
The Elk River Vision P 0 w E R E o a r
A 2a�elcolning co�nlnunity 2a�ith Tevolutiona�y and spizzted Tesou�cefulness, exceptional ������
se�vice, and coln�nunity engagelnent that encou�ages and ins�iz•es pTo�pe�zty. Up�iited.• August 2020
.���': � �'
=�-_ DQcument G702 —199Z
292-4-1600-4530
� vv��
Applrca#ron and Certr�'rc�te for Payment
TO OW�fER: City of Elk Rive�• PROJECT: EEk River Ciiy Hal] Reresof APPLICATION' N0; 004 F'inal Distribution to:
13065 Orona Parkway i3065 Qrono Parkway pERIOD TD: 7uly 31, 2(l23 OWNER: ❑
Elk River, MN 5533a Elk River, �N 55330 CONTRACT FOR: Roofing ARCHITFGT• f—I
FROM Palmer West Constre�ctioa� Campany, VIA
CONTRACTOR: inc. ARCHITECT:
14595 James Road
Rogers, MN 55374
CONTRAGT�R'S r�PPLfCATiON FOR P'AYM�NT
Application is made for payment, as shawn below, in connection with ihe Contract.
AIA Doeunnent G7Q3�', Continuation Sheet, is attached.
7. ORIGINAL CONT�ACT SlJM ................................................................................ �853,ioo.ao
2. NET CHANGE BY CHAN6E ORDERS ................................................................. $8,715.00
3. C�ONTRACT SUM TO DATE {Line 1� 2} ............................................................ 5861,$15.00
4. TOTAL COMPLETED & S�ORED T� DATE (Cc�lumn G on G7a3) ................. $861,815A0
5. RETAINAGE:
a• 0 °lo of Cornpleted Work
(Column D = E an G703) $0.�0
b. 0 % of Stored 1vlaterial
(Column F on G7Ct3} $0.40
Total Retainage (Lines 3a + Sb ox Total in Column I of G703) ................. $0.!}0
6. 70TAL EARNED LESS RETAINAGE ................................................................... $861,815A0
{3.ine 4 Less Line S Total)
7. LESS PREVIOUS CERTIFICATES FOR PAYMENT ............................................ $818,724.25
{Line 6 from prior Certificate)
$. GURRENT PAYMENT DU� .......................................................................... $43,090.75
9. BALANCE TO FIN'1SH, INCLUDING RETAINAGE
(Line 3 9ess Line 6)
$0.00
CHANGE ORDER SUMMARY ADDITI�NS DEDUCTIONS
�'ota[ changes approved in previa�s monihs by pwner $&,715.00 50.00
Total approved this Month $p_p{} $p,Qq
TOTALS $8,715.�0 $O.pp
ET CHANGES b Chan e Order $8,715.0€}'
C4NTRACT DATE: 7anuary i 7, 2Q23
PROJECT NOS: � z3-lo� r C�NTRACTOR: ❑
FIEL€?: ❑
OTHER: 0
The undersigned Cqntractor eerti%es that to the best of the Contractor's knowledge,
inforrnation and belief the Work covered by this Application for Payment h�s been
compieted in accordance with the Contract Documents, that all amounts have been paid
by the Contractor for Work for which previous Certificates for Payment were issued and
payments rece�ved from the Owner, and that current payment shown herein is naw due.
CflNTR9t� R:
By�.
SFate of MN
Date; July 25, 2023
County of: Hennepin
Su6scribed and sworn to before
me this �� day of Ju�•n ���'�
..�, �,r,�,; KIM FiEN�E WRIGF�T
;���'�,;,: !�lote�ry Public
� �,��.�,��;= N�innesata
Nota�y Pub1�^•,,.��--t
��� - ,� �rCommisaio� E�piresJa�uary 31, 2624
My Commission expires: p� j•� � C�p �1.{
ARCH�TECT'S CERTIFICATE F4R P�AYMENT
In accordance with the Contract Docurnents, based on on-site olaservations and the data
comprising this applicatian, the Architect certi�cs to the Qwner that tQ the best oF the
Architect's knowledge, information and belief ihe Work has progressed as indieated, the
c�uality of the Work is in accordance with the Contract Docut�ents, and the Contractor is
entitled to paym�nt of the AMOLJNT CERTIFIED.
AMQUi�fT CERYIFIED ..................................................a................................... $43,090.75
(.4ttach �planatio�z if amaunt certifred differs from the amount appliea'. Initial allfigures on this
�Ip�lication and on the Continuation Sheet that are chm�ged to conform tivitl� the amount certifred.}
ARCHITECT:
By: Date:
This Certificate is not negotiable. The AMOUNT CBRTIFIED is payable only to tl�e Contractor
named herein. Issuanee, payment and acceptance of paymen[ are without prejudice to any ri�;hts of
the Owner or Contraetor under this Contract.
AIA Document G7D2 — 1992. Copyrlghf � 1953, 1963, 1965, 1971, 1978, 1983 and 1982. All rights r�served. "The American Institute of Archite�t5," "American Institute of Architects," "AEA," the AIA LQgo, and "AIA
Cantraci Documents" are trademarks af The American Institute oF Architects. This doc�ment was produced at 13:00:23 CT on 07/2512423 under Order No.3104237269 which expires on 08/2Q12023, ia not far resale,
is licensed foe one-time use only, and may only be used in aceordance with the AIA Contraat Docurnents� Terms of 5ervice. 7o report co,�yright violaticans, e-mail docinfo@aiaeantracts.eam.
User Nates: (3B9A�A49)
.�f���� �
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_
Document G103�-1�92
Contrnuation Sheet
AIA Doeurnent G702 �d, Application and Certificatian for Paytnent, or G732TM,
Application and Cert�faeate for Payment, Construction lVTanager as Adviser Edition,
containing Contractor's signed certification is attached.
Use Golu�nn i on Contracts where variable retainage for line items may apply.
A � C D E
WORK COMFLETEI)
I'l'�M DESCRIPTICIN OF SCHEDULED FRC7M
No. woux vA�,u� P�vlous �xis �ERrQn
APPLICATION
D+E
001 Roofin Labor 342,230.40 342,230.00
0�2 Roofin Mat'1 338,400.00' 338,900.00
043 Sheet Metal Mak'1 75.200A0 75.200.00
Sheet Metal Labor
Thompson Lightning
Protection
CO #1
RA�ID TOiAL
2U0
16,570.00
$„715.40
O.OQ
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IvIA7'ERIALS
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APpI,ICAT10?J N0:
APPLICATION DATE:
PERIOD T0:
ARCHiTECT'S PROJECT NQ
G
TOTAL
CC►MPLETED ,�.ND
STORED TO I3ATE
(�+�-�F)
342,230.f10
338,9�0.00
75,200.Oa
80,200.00
16.570.00
715.00
0.40
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Final
ly 25, 2023
Py 31, 2423
-103 Palmer
H
est Canstruction
I
BALANCE `T'O AETAINAGE
FINI5H (IF VARIABLE
(C - G} RATE�
O.Ofl
0.00
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a
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AIA Documertt C7703 - 1992. Copyright OO 1963, 1565, 1966, 1987,1970, 1978, � 983 and 1992. All righfs reserved. "€he American Institute of Architects," "American Insiitute oi Archilects," "AIA," the AIA Lago, and
"AIA Contract pocuments" are trademarks of The American Institute of Archilecis. This documeni was produced at 12:5$:58 CT on �712512023 under Qrder No.31 D4237263 which expires on p$12012023, is no4 for ,�
resale, is licens�d for one-tiane use only, and may only be used in accordance with the AIA Contract Documents� Terms of Service. To report copyrigfit violations, e-mail dacinfo@aiaccrntracxs.com.
User Notes: {3B9ADAC0)
Contractor's Application for Payment
Owner: City of Eik River Owner's Project No.:
Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.128082
Contractor: North Valley inc. Agency's Project No.:
Project: 2023 Street Improvements Project
Contract:
Application No.: 3 Application Date: 7/31/2023
Application Period: From 7/1/2023 to 7J28/2023
1. Original Contract Price $ 5,433,358.71
2. Net change by Change Orders $ -
3. Current Contract Price (Line 1+ Line 2) $ 5,433,358.71
4. Total Work completed and materials stored to date
(Sum of Column 6 Lump Sum Total and Column 1 Unit Price Total) $ 2,835,190.45
5. Retainage
a. 5% X$ 2,835,190.45 Work Completed $ 141,759.52
b. X $ - Stored Materials $ -
c. Total Retainage (Line 5.a + Line 5.b) $ 141,759.52
6. Amount eligible to date (Line 4- Line 5.c) $ 2,693,430.93
7. less previous payments $ 2,420,88$.72
8. Amount due this application $ 272,542Z1
9. Balance to finish, including retainage (line 3- Line 4) $ 2,598,168.26
Contractor's Certification
The undersigned Contractor certifies, to the best of its knowledge, the following:
(1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on
account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for
Payment;
(2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Appiication for
Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as
are covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and
(3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective.
Contractor: North Valley I .
Signature: �` � Qate: ��� f /� .,,�
Name: �.q-n� � �c..j Title: /% �I,
Recommended by Engineer Approved by Owner
gy; �^- W (�`�— gy; �L�%J?i2.G�
Name: ason W. Cook, PE Name: Justin Femrite, Chief
Title: Project Manager Title:
Date: 7/31/2023 Date: 8/1 /23
Code: 401-4-8080-4530
EJCDC C-620 Contractor's Application for Payment
(c) 2018 Nationai Society of Professional Engineers for EJCDC. Ail rights reserved.
Progress Estimate - Unit Price Work
Contractor's Application for Payment
Owner: City of Elk River Owner's Project No.:
Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.12SOS2
Contrector: North Valley Inc. Contrector's Project No.:
Project: 2023 Street Improvements Project Agency's Project No.:
Contrect:
Application No.: 3 Application Period: From 07/01/23 to 07/2S/23 Application Date: 07/31/23
A B C D E F Fl F2 G H I 1 K
Contract Information Previous Estimate Work Completed
Bid Item I
No. Description
1 MOBILIZATION
2 CLEARING
3 GRUBBING
q REMOVESTRUCTURE
5 REMOVE HYDRANT
6 REMOVESIGN
7 REMOVE CONCRETE CURB & GUTTER
S REMOVEBITUMINOUSCURB
9 REMOVEPIPESEWERS
10 REMOVE WATERMAIN
11 REMOVECONCRETEPAVEMENT
12 REMOVE POLES
13 SALVAGE & RESTORE IRRIGATION SYSTEM
14 FURNISH ANDINSTALLSPRINKLER HEAD
15 SALVAGE & REINSTALL MEDIAN DELINIATORS
16 SALVAGE & REINSTALL SIGN
17 SALVAGE & REINSTALLFENCE
1g SALVAGE & REINSTALL GATE
19 COMMON EXCAVATION (CV) (P)
20 SUBGRADEEXCAVATION(EV)
21 POND EXCAVATION (EV)
22 EXPLORATORYEXCAVATION
23 SELECTGRANULARBORROW(CV)
2q SALVAGED AGGREGATE FROM STOCKPILE (CV) (P)
25 AGGREGATE SURFACING (CV) CLASS 2
26 RANDOM RIPRAP CLASS IV
27 FULL DEPTH RECLAMATION (10")
2g BITUMINOUS PATCH SPECIAL (DRIVEWAY/TRAIL)
29 BITUMINOUS PATCH SPECIAL (STREET)
30 MILLBITUMINOUSSURFACE(TAPER1.25"-0")
31 MILLBITUMINOUSSURFACE(1.5")
32 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)
33 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2
34 CONCRETE FLUME
35 24" RC PIPE APRON (WITH TRASH GUARD)
36 12" RC PI PE SE W ER CLASS V
37 15" RC PI PE SE W ER CLASS V
3S 21" RC PIPE SEWER CLASS V
39 24" RC PIPE SEWER CLASS V
40 BULKHEAD STORM PIPE
q1 CONNECTTO EXISTING STORM SEWER
q2 FILL&ABANDONPIPE
43 SANITARYSEWERSERVICEREPAIR
qq SANITARYSEWERSERVICEREPAIR(ROOTDAMAG
Item Quantity � Units
1.00 LUMPSUM
7.00 TREE
7.00 TREE
9.00 EACH
11.00 EACH
14.00 EACH
2,072.00 LIN FT
9,550.00 LIN FT
150.00 LIN FT
4,491.00 LIN FT
5,276.00 SQ FT
2.00 EACH
11.00 EACH
117.00 EACH
105.00 LIN FT
35.00 EACH
40.00 LIN FT
1.00 EACH
9,962.00 CUYD
500.00 CUYD
457.00 CUYD
10.00 HOURS
500.00 CUYD
4,022.00 CUYD
30.00 CUYD
55.00 CUYD
25,159.00 SQYD
575.00 SQYD
11,996.00 SQYD
16S,6S0.00 LIN FT
11,406.00 SQYD
26,569.00 TON
4,220.00 TON
3.00 EACH
2.00 EACH
95.00 LIN FT
190.00 LIN FT
363.00 LIN FT
145.00 LIN FT
4.00 EACH
5.00 EACH
205.00 LIN FT
5.00 EACH
Work Completed % of
Estimated ValueofWork andMaterials Valueof
Value of Bid Item Quantity Completed to Date Materials Currently Stored Stored to Date Item
Unit Price (CX E) Quantity Previous Value Previous Incorporated in (E X G) (not in G) (H+I) (1 / F)
(5) (5) Estimate Estimate the work (5) (5) (5) (%)
Original Contrect
190,171.SS 190,171.SS 0.50 95,OS5.94 0.50 95,OS5.94 95,OS5.94 50%
321.26 2,24S.S2 - - 13.00 4,176.35 4,176.35 1S6%
107.09 749.63 - - 13.00 1,392.17 1,392.17 1S6%
374.51 3,373.29 - - 5.00 1,574.05 1,574.05 56%
425.35 4,711.55 - - - - -
26.77 374.75 - - - - -
7.29 15,104.SS 1,564.00 13,SSS.56 2,130.00 15,527.70 15,527.70 103%
1.07 10,539.50 1,SS5.00 1,695.95 1,SS5.00 1,695.95 1,695.95 16 %
21.42 3,213.00 - - 164.00 3,512.SS 3,512.SS 109%
3.21 14,416.11 - - - - -
1.51 7,966.76 205.00 309.55 205.00 309.55 309.55 4%
535.44 1,070.SS - - - - -
451.90 5,300.90 - - - - -
139.21 16,257.57 17.00 2,366.57 17.00 2,366.57 2,366.57 15%
107.09 11,244.45 - - 105.00 11,244.45 11,244.45 100%
160.63 5,622.05 - - - - -
53.54 2,141.60 - - - - -
2,591.35 2,591.35 - - - - -
27.53 277,242.46 1,265.00 35,204.95 1,265.00 35,204.95 35,204.95 13%
27.53 22,264.00 172.00 4,756.76 172.00 4,756.76 4,756.76 22%
21.42 9,7SS.94 - - - - -
535.44 5,354.40 - - - - -
23.35 15,704.00 172.00 4,021.36 172.00 4,021.36 4,021.36 22%
13.21 53,130.62 - - - - -
67.47 2,024.10 - - - - -
125.51 7,065.05 - - 25.50 3,277.01 3,277.01 46%
1.30 36,606.70 10,637.00 13,S2S.10 10,637.00 13,S2S.10 13,S2S.10 3S%
33.59 29,653.75 379.40 12,S57.S7 379.40 12,S57.S7 12,S57.S7 43%
31.33 375,534.65 6,966.00 215,244.75 5,135.00 254,569.55 254,569.55 6S%
0.54 91,OS7.20 137,524.00 74,262.96 143,609.00 77,54S.S6 77,54S.S6 SS%
1.35 15,740.25 10,131.00 13,9S0.7S 10,406.00 14,360.25 14,360.25 91%
54.57 2,272,311.33 20,259.00 1,715,540.73 20,SS5.00 1,766,244.45 1,766,244.45 7S%
75.37 330,721.40 1,652.00 129,467.24 1,652.00 129,467.24 129,467.24 39%
535.44 1,606.32 - - - - -
4,253.52 5,567.04 - - 2.00 5,567.04 5,567.04 100%
66.93 6,355.35 - - 16.00 1,070.SS 1,070.SS 17%
74.96 14,242.40 - - - - -
94.24 34,209.12 - - 363.00 34,209.12 34,209.12 100%
125.51 19,019.45 - - 145.00 19,019.45 19,019.45 100%
267.72 1,070.SS - - 4.00 1,070.SS 1,070.SS 100%
1,606.32 12,550.56 - - 6.00 9,637.92 9,637.92 75%
19.25 4,010.24 - - 136.00 2,622.OS 2,622.OS 65%
1,070.SS 5,354.40 - - - - -
1,070.SS 6,425.25
�a »� oo �a »� oo _ _ _ _ _
E1CDC C-620 Contractor's Application for Payment
Unit Price (c) 2015 National Society of Professional Engineers for E1CDC. All rights reserved. 1 of 2
Progress Estimate - Unit Price Work
Contractor's Application for Payment
Owner: City of Elk River Owner's Project No.:
Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.12SOS2
Contrector: North Valley Inc. Contrector's Project No.:
Project: 2023 Street Improvements Project Agency's Project No.:
Contrect:
Application No.: 3 Application Period: From 07/01/23 to 07/2S/23 Application Date: 07/31/23
A B C D E F Fl F2 G H I 1 K
Contract Information Previous Estimate Work Completed
Bid Item
No. Description
46 CONNECTTO EXISTING WATERSERVICE
q7 CONNECTTO EXISTING WATERMAIN
qg ADIUSTVALVEBOX
q9 REMOVE & REPLACE VALVE BOX
50 6" WATERMAIN DUCTILE IRON CL 52
51 S" WATERMAIN DUCTILE IRON CL 52
52 10" WATERMAIN DUCTILE IRON CL 52
53 6" GATE VALVE & BOX
54 S" GATE VALVE & BOX
55 10" GATE VALVE & BOX
56 HYDRANT
57 WATERMAIN FITTINGS
SS ADIUSTCASTING (MANHOLE)
59 ADIUSTCASTING (CATCH BASIN)
60 CASTINGASSEMBLY
61 CONSTRUCTDRAINAGESTRUCTURE(2'X3')
62 CONSTRUCTDRAINAGESTRUCTUREDESIGN4S-4020
63 CONSTRUCTDRAINAGESTRUCTUREDESIGN4S-4022
64 CONSTRUCTDRAINAGESKIMMERSTRUCTURE(72")
65 4" CONCRETE WALK
66 6" CONCRETE WALK
67 6" CONCRETE DRIVEWAY PAVEMENT
6S CONCRETE CURB & GUTTER DESIGN B412
69 CONCRETE CURB & GUTTER DESIGN B61S
70 CONCRETE CURB & GUTTER DESIGN SPECIAL
71 7" CONCRETE VALLEY GUTTER
72 TRUNCATED DOMES
73 BITUMINOUSCURB
7q RELOCATE MAILBOX
75 TRAFFIC CONTROL
76 SIGNPANELSTYPEC
77 STABILIZED CONSTRUCTION EXIT
7g STORM DRAININLET PROTECTION
79 SILTFENCE,TYPEMS
SO SEDIMENTCONTROLLOGTYPEWOODCHIP
g1 COMMONTOPSOILBORROW(LV)
g2 FERTILIZERTYPE3
g3 SEEDING
gq SEED MIXTURE 25-151
SS SEED MIXTURE 35-641
S6 HYDRAULIC BONDED FIBER MATRIX
S7 LANDSCAPING MULCH
gg 24"SOLIDLINEMULTI-COMPONENT(WHITE)
S9 CROSSWALKMULTI-COMPONENT(WHITE)
90 PAVEMENTMESSAGEMULTI-COMPONENT
Item Quantity Units
57.00 EACH
4.00 EACH
70.00 EACH
14.00 EACH
150.00 LIN FT
3,607.00 LIN FT
715.00 LIN FT
10.00 EACH
7.00 EACH
2.00 EACH
10.00 EACH
2,450.00 POUND
164.00 EACH
29.00 EACH
21.00 EACH
49.90 LIN FT
25.00 LIN FT
19.90 LIN FT
1.00 LUMPSUM
1,743.00 SQ FT
4,245.00 SQ FT
12,799.00 SQ FT
9,314.00 LIN FT
1,105.00 LIN FT
1,250.00 LIN FT
544.00 SQ FT
546.00 SQ FT
9,950.00 LIN FT
64.00 EACH
1.00 LUMPSUM
156.00 SQ FT
3.00 EACH
23.00 EACH
1,775.00 LIN FT
170.00 LIN FT
1,045.00 CUYD
963.00 POUND
2.90 ACRE
754.00 POUND
6.00 POUND
9,623.00 POUND
5.00 CUYD
67.00 LIN FT
675.00 SQ FT
1.00 EACH
Work Completed % of
Estimated ValueofWork andMaterials Valueof
Value of Bid Item Quantity Completed to Date Materials Currently Stored Stored to Date Item
Unit Price (CX E) Quantity Previous Value Previous Incorporated in (E X G) (not in G) (H+I) (1 / F)
(5) (5) Estimate Estimate the work (5) (5) (5) (%)
1,177.97 67,144.29
2,677.20 10,70S.S0
240.95 16,566.50 27.00 6,505.65 29.00 6,957.55 6,957.55 41%
1,951.13 27,735.52 4.00 7,924.52 4.00 7,924.52 7,924.52 29%
74.96 11,244.00
91.02 325,309.14 - - - - -
101.73 72,736.95
2,516.57 25,165.70
3,533.90 24,737.30
4,926.05 9,552.10 - - - - -
7,225.44 72,254.40
12.55 31,S6S.00
405.93 67,064.52 110.00 44,952.30 110.00 44,952.30 44,952.30 67%
626.46 15,167.34 21.00 13,155.66 25.00 15,661.50 15,661.50 S6%
1,247.57 26,195.97 9.00 11,225.13 11,225.13 43%
540.79 26,955.42 - - S.SO 4,755.95 4,755.95 1S%
655.36 19,190.OS 23.20 15,900.35 15,900.35 S3%
733.55 14,597.65 23.10 16,945.01 16,945.01 116 %
15,204.95 15,204.95 1.00 15,204.95 15,204.95 100%
5.35 9,325.05 367.00 1,963.45 367.00 1,963.45 1,963.45 21%
6.43 27,314.64 1,455.00 9,545.55 1,455.00 9,545.55 9,545.55 35%
7.50 95,992.50 23.00 172.50 23.00 172.50 172.50
17.13 159,54S.S2
27.54 30,763.20 995.00 27,754.32 1,137.00 31,654.OS 31,654.OS 103%
27.54 34,500.00 555.00 23,503.20 555.00 23,503.20 23,503.20 6S%
16.06 13,554.64 67.00 1,076.02 141.00 2,264.46 2,264.46 17%
53.54 29,232.54 352.00 1S,S46.OS 352.00 1S,S46.OS 1S,S46.OS 64%
3.21 31,939.50 2,050.00 6,SS0.50 2,050.00 6,SS0.50 6,SS0.50 21%
157.40 11,993.60 1.00 157.40 157.40 2%
16,491.55 16,491.55 0.50 5,245.75 0.50 5,245.75 5,245.75 50%
SS.90 9,1SS.40
535.44 1,606.32 - - - - -
240.95 5,541.55
1.95 3,520.44 - - - - -
3.21 545.70 20.00 64.20 64.20 12%
49.97 52,215.65 547.00 27,333.59 503.00 40,125.91 40,125.91 77%
1.07 1,030.41 700.00 749.00 910.00 973.70 973.70 94%
425.35 1,242.22 2.00 556.70 2.60 1,113.71 1,113.71 90%
5.14 3,575.56 600.00 3,OS4.00 750.00 4,009.20 4,009.20 103%
42.56 255.36 - - - - -
1.45 13,953.35 7,000.00 10,150.00 9,100.00 13,195.00 13,195.00 95%
69.61 345.05 - - - - -
6.96 466.32
S.S9 3,993.42 - - - - -
107.09 107.09
ContractTotals S 5.433358.71 S 2.548303.92 S 2.835.190.45 S - S 2.835.190.45 52%
E1CDC C-620 Contractor's Application for Payment
Unit Price (c) 2015 National Society of Professional Engineers for E1CDC. All rights reserved. 2 of 2