HomeMy WebLinkAbout*Other - Public WorksDocu ent G701 mom 2017
Change Order
PROJECT: (Name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION:
20063.01 Grant Co. Jail/Judicial Complex Contract For: General Construction Change Order Number: 001
Ephrata, Washington Date: Date.- 7/19/2024
CRA #20063.01
OWNER: (Name and address) ARCHITECT: (Name and address) CONTRACTOR: (Xame and address)
Grant Co. Board of County Clemons, Rutherford & Associates, Inc. Lydig Construction, Inc,
Commissioners
P.O. Box 37, Ephrata, Washington 98823 2027 Thomasville Road, Tallahassee, 11001 F. Montgomery Dr., Spokane
Florida 32308
Vallev, WA 99206
THE CONTRACT IS CHANGED AS FOLLOWS:
(Insert a detailed description of the change and, if applicable, attack or reference spec ific exhibits. Also include agreed upon adjustments
attributable to executed Construction Change Directives)
City of Ephrata Waterline Extension,
The original Contract Swn was 131,561.370.00
The net change by previously authorized Change Orders ------------ %1`�' 0.00
The Contract Sum prior to this Change Order was $ �-13115611370.00
The Contract Sum will be increased by this Change Order in the amount of $ 711,105 7.00
The new Contract Sum including this Change Order will be $ 132 272 427.00
The Coctract Time will be increased by Zero (0) days.
The new date of Substantial Completion will be
NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract
Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the
Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive.
NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER
Clemons, Rutherford & Associates, Inc. Lydig Construction, Inc. Board of 0101tv
--------- --- 100Y ----------- =on rs
ARC
rm nay
CONTRACTOR (Finn n4ple) N R ia name)
owl
2k
�
Tl
SIGNATURE I SIGNA -IMP:
Williatu D. Ruthq..:�Ird,,President Cindy Carter, Chair
PRINTED NAME AND TITLE PRINTED NAME AND LE PRINTLu rintar- mrvu Lx;
7/19/2024e7
DATE DATE DATE - --- ---
---.............. v*�
AIA Document 0701 — 2017. Copyright 0 1979, 1987, 2000 , 2001 and 2017, All dghts reserved. "The American Institute of Architects," "American Institute of
I
Architects," "AIA," the AIA Logo, and 'AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 11:53:01
ET on 07/19/2024 under Order No.3104239823 which expires on I 1113/2024, is not for resale, is licensed for one-time use only, and may only be used in
accordance with the AIA Contract DocumentsO Terms of Service. To report copyright violations, e-mail docinfo@aiacantracts.com.
User Notes: (3NADA48)
IL Y I G COP General Contractor Breakdown Summary
Project Name: Grant County New Jail CRA No.
Project No: 10202 Source Documents:
Date 7/16/24
Contractor: 11dig Construction, Inc. Contractor Ref. No. PCO #02
Description: City of Ephrata Waterline Extension
1. CRAFT LABOR COSTS Itemize all costs on attached COP Cost Breakdown form.
Direct Labor Costs:
a. crew (apprentices, journeymen, & laborers) $
DIRECT LABOR SUBTOTAL $
00-SPOW46-0 ,0'4)m
1. CRAFT LABOR COSTS $
2. MATERIAL COSTS
a. material costs $
b. freight costs
3. EQUIPMENT COSTS
a. owned equipment (per spec approved source)
b. rental equipment (per invoices attached)
4. OVERHEAD & PROFIT
a. NTE 3.95% portion of 1, 2& 3
5.SUBCONTRACTORS
a. Selland Construction
b. Street & Utility Construction Bond
C.
d. ---------- ----
6. OVERHEAD & PROFIT ON SUBCONTRACTORS
a. NTE 5.0% of Line 5
7. B&O Tax
a. B&O Tax
8. INSURANCE
a. builders risk insurance
b. general liability insurance
9. BOND
a. bond
0 %of 1.7
$ 664,400.00
$ 91965.00
$ ft I r
2. MATERIAL COSTS $
I
3. EQUIPMENT COSTS $
--------------------
SUBTOTAL 1 thru 31$
4. OVERHEAD & PROFIT $
5. SUBCONTRACTORS $ 674,365.00
$ 33,718.25
6. OVERHEAD & PROFIT ON SUBCONTRACTORS $ 33t718-25
0.42 % of 1-7 $
0.00 % of 1-7 $
0.00 % of 1-8
21973-95
8. INSURANCE $ 21974.00
9. BOND $
------------
TOTAL COST I $ 7111057.00
\S.. - ----- --- - --------------- /
ELL ot
TRUY
- j
L
INC.
TIMV ANTI M A TV1J 1 A T .iZ °[U'af1T,2 W.QTa V r'lr
Grant County Jail Complex
1'ro'eet 1�Tc�:
2316
Date:
7/2/2024
City of Ephrata
Work Description: We will be installing a waterline extension down to the treatment plant.
I�APQR D EQUIPMENT,
HOURS
RAr�'1�,
TOTAL
.-
CLASSIFICATION _
REGUi AR
tJV��,It'C'IMF:
�t�:t�UC.f�It
_.
�V��'Ct'T11411�.
COST
Su ervisor
210.00
67.41
91.41
141156.10
E ui rnei� O erator
531.00
_
66.51
90.06
35331.6.81
Pi ela er
230.00
.
58.32
79.69
13,413.60
Tniek Driveer
160.00
66.41
89.37
to 625.60
General Laborer
90.00
57.89
78.93
5,2 10.10
TOTAL LABOR COS"l'
78,722.21
LABORMARKUP
12%
9,446.67
GRAND TOTAL LABOR.OMNI-
ff WNT COSTS ,
HOURS
RATE
TOTAL
DESCRIPTION UNIT NO,
REGULAR
STANDRV
REGULAR
STANDBY
COST
ornatsu 13 8
155.00
.
106,74
-
16,544.70
420 Hoe -Pak
35.00
_ .
_ 13.25..
503.50
I Ton Flatbed-
� latbed250.00
-- - - --------- -
52.32
13,080.00
314 Ton Pic k -up.
189.00
47.849
,041.764,000
4,000 Gallon Nater Tnick
50.00
�
_
66.72
�
31336.00
Komatsu 320 Loader
173.00
�
61.23
�
10,592,79.
325 Traekhoe
135.00
.,
----------------
114.25
151423.75
14 Motor C r adei°
30.00
180.31
51409.30
84" Vibrato ' R.oller-
20
�
70.09
_
11401.80
420 Backhoe
10
70.25
702.50
TOTAL EQUIPMENT
76,03 6.10
EQUIPMENT MARKUP
9,124.33
GRAND TOTAL EQUIPMENT
-85,1;60.43
--- - -----------
MA UA & RENTAL COSTS
TOTAL
DESCRIPTION
QTY
UNITS
UNIT PRICE
COST
Water Main .Materials
__
1.00
LS
314,519.00
314,519.00
Pip 8edln
2,510.0
Toils
5.00
12,550.oc,
C BC
600.00
Tons
10.00
61000.00
PRV Water Vault
1.00
FA
9,950.130
91950.00
Rental Trucks
175.00
HE
175.00
30y625.00
TOTAL MATERIALS & RENTALS
S
------------------
3 7x,644.00
MATERIALS & RENT. MARKUP
12%
44,837.28
t1R.AND TOTAL MATERIALS & RENTAL
� � x148.1.2$
%� J�Q �J �%n J�
SU COL t j RA C ±VIE
TOTAL
DESCRIPTION
_..
QUANTITV
rr UNITS
UNIT PRIGF,
COST
Milling Machine
1.00
LS
900.00
900.00
Pavin Sub
1.00
LS
473500.00
47,500.00
Traffic Control
1.00
LS
19,440.5
19,440.53
TOTALSUBCONTRACTOR
-----
67,840.53
SUBCONTRACTOR MARKUP
7%
....�..�41748.84
GRAND TOTAL SUBCONTRACTOR _
_
72,589.37
TOTAL EQUIPMENT, MATERIAL, & SUBCONTRACTS
6641400.0
#REF! B O TAX, BONDING, AND INSURANCE
TOTAL
--
6647400.0
Bid N0: 0556581 Page 1 of 2
Ho
...
LER
COMPANY
Customer: SELLAND CONST/WENATCHEE Quote #: QSS6581
Estimator: Shawn O'Brien Bid Date: 6/25/2024
Jab Name4 EPHRATA PRV VAULT
Location: EPHRATA
Line Qty UoM Description Unit Prue Extended Prue
HD FOWLER SUBMITTAL FEE
1 1 SUBMITTAL PACKET FEE SO.00 50.00
Section Subtotal: 58.00
HID FOWLER DELIVERY FEE
2 1 OUTBOUND FREIGHT CHARGE 150.00 150.00
3
5
Section Subtotal: 150.00.
PRV VAULT MATERIAL
7
20
FT
12" CL235 DR18 C900 GASKETED PVC PIPE 20' LENGTH
42.91
858.20
8
2
EA
12" X 6" MJ X FL TEE DI, AWWA C1.53, C/L LESS ACCESSORIES (133 LBS)
510.47
1,020.94
9
2
EA
6" DUCTILE IRON MJ X FLG GATE VALVE AWWA C515 RESILIENT SEAT, LESS
11030.50
21061.00
MJ ACCESSORIES (111 LBS)
10
1
EA
12" DUCTILE IRON MJ X MJ GATE VALVE AWWA C515 RESILIENT SEAT, LESS
3,021,69
31021.59
MJ ACCESORIES (362 LBS)
11
3
EA
36" VALVE BOX BASE
81.12.
243.36
12
3
EA
18" VALVE BOX TOP 940B SLIP TYPE
83.20
24.60
13
3
EA
LID FOR 940 VALVE BOX DEEP SKIRT MARKED ""WATER"'
21,84
65.52
14
20
FT
6" CL235 DR18 0900 GASKETED PVC PIPE 24" LENGTH
11.84
236.80
15
2
EA
6" MJ 90 ELBOW DI, AWWA C153, C/L LESS ACCESSORIES (48 LBS)
133.65
267.30
16
6
EA
12" UFR1500-CA-12-1 RETAINER GLAND PACK FOR C900 PVC PIPE COMPLETE
164.54
987.24
W/MJ GASKET & T -BOLTS IMPORT FORD .
17
6
EA
6" UFR1500-CA-6-1 RETAINER GLAND PACK FOR C900 PVC PIPE COMPLETE
66.72
400.32
W/MJ GASKET & T -BOLTS IMPORT FORD
18
2
EA
6" 1/8" RING GASKET, NEOPRENE, 150#
2.59
5.18
19
2
EA
6" PLATED BOLT & NUT KIT, A307 GRADE A, (8EA 3/41" X 3-1/4" BOLT WITH
22.25
44.50
NUT) IMPORT
20
VAULT MATERIAL VAULT BY OTHERS
21
2
EA
6" RFCA RESTRAINED FLANGED COUPLING ADAPTER 6,90 STEEL DIP
399.91
799.82
SHOPCOAT STD B&N SBR GASKET ROMAC
22
2
EA
6" X 42" FLXGR SCHEDULE 40 STEEL PIPE COATED WITH FUSION BONDED
769.71
11539.42
EPDXY INTERIOR AND EXTERIOR, NSF 61 STANDARDS
23
20
EA
LINK -SEAL LS -475-5 E PD M & 316SS FASTENERS
22.16
443.20
24
2
EA
6"X 12"FLXGR STEEL SCHEDULE 40 SPOOL COATED WITH FUSION BONDED
479.41
958.82
EPDXY INTERIOR AND EXTERIOR MEETING NSF61 STANDARDS
25
2
EA
6" #177N Q,UICKVIC FLEXIBLE COUPLING FOR IPS STEEL VICTAULIC
181.59
363.18
26
2
EA
6" X 24" FLXFL STEEL SCHEDULE 40 SPOOL COATED WITH FUSION BONDED
804.71
11609.42
EPDXY INTERIOR AND EXTERIOR MEETING NSF61 STANDARDS
00"E190,9Z
leloiL aiewixojddV
00"898,6z
:Ielo4qnS uoil:)aS
ECC
EL'17T
GV31-ON 3AIVA N30UVO 3SON IN"39 J
V3
T
Z17
ES'Et7
ESTV
VNIM ESTIZ#
N01103NNOD dWOI idN ,17/T (131113 ain'oll 39nvo ISd 001-0 ,Z/T-Z
V3
T
TV
ET'L
ET'L
OST SSVID E)NIHsnu X3H 03GV3UHl SSt,06 i,tr/I X J
V3
T
oil
EZ*OT
EZ*OT
OST SSVID 331 (130V3UHI SSf70C ,T
V3
I
6E
OET
OE'17
391 3lddIN 03013M SME Ot HOS ,Z X J
V3
T
SE
ECTE
ELOTE
C1 GV3dH1 iWd GiS 31tIVA IIV9 1331S SS31NIVIS 9TE ,I
V3
T
LE
9T'TT
91*TT
391 3lddJN G3013M SSi70E OV HOS ,9 X J
V3
I
9E
Z9*18
Wot?
DMOU E9'9 -X30'9 39NV310CIVS UOJ sinN HilM dVMIS S S S9'9
V3
Z
SE
9s,zs
957S
DVAO� E9'9 - 00'9 AINO A(109 310GVS ZOZ dl J X E9"9
V3
T
VE
IVIU31VW 39nvg 3unSS38d
EE
zs*os
TV0V
MU3 CSV 31ddIN 03ZINVAIVD Ot, HOS J7Z X J
V3
Z
H
STEGE
VS'TST
NOCINViS Z6S# dIG UOJ RIS G31VId DNIZ lUOddnS 3100VS MV ,9
V3
Z
TE
MdVVI UnN
SL'SST
sz,zz
HIIAA 1109 J7/T-E X „7/E V38) 'V KVE) LOEV'ilN inN '19 1108 031Vld A,9
V3
L
OE
ET'ST
6S'Z
#OST '3N3UO3N'13NSVE)!DNIU mg/T ,9
V3
L
6z
ONIUS ISd OOE-OE '03 SOT-0Z'�MiVDICINI
NOIIISOd 3AIVA TOTX'S!DNIiJ.IA (INV E)Nmn113315 SS31NIVIS"(131M)
CINV (13NII AXOd3G39NV1J #OST'VqlUi 13315 SS31NIV1S'1lC]09
NOUI 31inna'MOIJ WnIH (INV SSVdA9 AAOIJ MOI HIM DNINivisns
Ei7* SOL b
E-VPS0I'6
GNV 9NiDnG3U HnSSRd NOIIVNIOVYOD D>IAD99L-DZ6 IVA-VID,,9
V3
1
8z
617"T LL
6174TLL
DWYOU
NU GiS "1V00 AXOd3 f 3DNVIJ (I SSV IO IN10f 9NII1NVASI(I 90-00f7rG ,9
V3
T
LZ
Z 10 Z aged T8S9SS'O :ON R3
Bid No: Q540335 Page 2 of 2
0 MWwLERCOMPANY
Customer: SELLAND CONST/WENATCHEE Quote s Q540335
Estimator: Shawn O'Brien Rid Date: 2/6/2024
Job Name. WATER LINE EXTENSION (JAIL COMPLEX)
Location: EPHRATA
Line Qty UoM Description Unit Price Extended Price
HD FOWLER SUBMITTAL EEE
1 1 SUBMITTAL PACKET FEE 50.00
50.00
Section Subtotal: 50»00
HD FOWLER DELIVERY EEE
2 1 OUTBOUND FREIGHT CHARGE 150.00 150.00
Section Subtotal: 150.00
WATER MAIN MATERIAL
3
5900
FT
12" CL23.5 DR18 0900 GASKETED PVC PIPE 20' LENGTH
40.98
241p7fJ��2.V//''''� 0
5
3
EA
12" MJ 90 ELBOW DI, AWWA C153, C/L LESS ACCESSORIES (141 LBS)
357.80
11073.40
6
2
EA
1211 MJ 45 ELBOW DI, AWWA C153, C/L LESS ACCESSORIES (109 LBS)
295.92
591.84
7
1
EA
121" MJ 22-1/2 ELBOW DI, AWWA C153, C/L LESS ACCESSORIES {90 LBS}
258.80
258.80
8
6
EA
12" DUCTILE IRON MJ X MJ GATE VALVE AWWA 0515 RESILIENT SEAT, LESS
31167.32
19,003.92
MJ ACCESORIES (362 LBS)
9
6
EA
36" VALVE BOX BASE
81.12
486.72
10
6
EA
18" VALVE BOX TOP 940B SLIP TYPE
83.20
499.20
11
6
EA
LID FOR 940 VALVE BOX DEEP SKIRT MARKED "WATER"
21.34
131.04
12
24
EA
12" WEDGE ACTION MJ ACCESSORY KIT FOR IPS/C-900 PVC PIPE W/BOLTS,
205.82
41939.68
WEDGE ACTION GLAND & GASKET (BOXED WITH RED LETTERING)
13
1.2
RL
12 GA BLUE WIRE 500" ROLL
93.94
11127.28
14
6
EA
2" DETECTABLE TAPE WATER BLUE 1000" ROLL
33.95
203.70
Section Subtotal:
2701097.58
BLOW -OFF MATERIAL
15
4
EA
13.20 X 2" IP 202 SADDLE BODY ONLY 12.00 - 13.20 ROMAC
97.00
388.00
16
8
EA
13.20 S S STRAP WITH NUTS FOR SADDLE RANGE 12.00 -13.20 ROMAC
67.02
536.16
17
4
EA
2" X 4" SCH 40 BRASS NIPPLE IMPORT
16.45
65.80
18
4
EA
2-1./2" X 2" BRASS BELL REDUCER DOMESTIC NO -LEAD
160.41.
641.64
19
4
EA
2-1/2" X 4" SCH 40 BRASS NIPPLE IMPORT
35.20
140.80
20
4
EA
2-1/2" BRASS 90 ELBOW DOMESTIC NO -LEAD
260.53
11042.12
21
4
EA
2-1/21" X 4" SCH 40 BRASS NIPPLE IMPORT
35.20
140.80
22
4
EA
2-1/2" BRASS 90 ELBOW DOMESTIC NO -LEAD
260.53
11042.12
23
4
EA
2-1/2" X 6" SCH 40 BRASS NIPPLE IMPORT
48.80
15.20
24
4
EA
2-1/2" GATE VALVE AWWA 0509 RESILIENT SEAT NRS THREADED END
623.71
214.94.84
CONNECTIONS
25
4
EA
36" VALVE BOX BASE
81.12
324'48
26
4
EA
18" VALVE BOX TOP 940B SLIP TYPE
83.20
332,80
00a°CS17`88
jejojL alewixojd
dVa
6S*Z
6S7
#0ST '3N3ddO3N 'I3ASVD 9NId S/ 9
V/
T
o
SZ°ZZ
SZ'ZZ
DJOdWI UnN
HlIM MCI „$/1-E X ,tt/E V38) `b 3(Ib'd9 L08V'.LIN in '08 1108 C131VId tl ✓
V3
M
6V
(9NId3 H31 GR H1IM 0RO8} 13ASV9 *Q (INt�19 NO11O1� 3903M
L"99 C
LETS $
'S110' I/M 3dld Olid 006-O/Shc W3 .LIN Ad0S53OOt` fW NOIDV 3E)(13AA
V3
Z
It«+
SN
(9NIU31131 03d HIIM (13X08)13ASVE) W (INV19 NOIDV 3903M
179°TT1'
Z8`SOZ
'51108/M 3dId DAd 006-O/Shc dO111N AWSSMv fW N0113d 39(13 ","
M
V3
OS'S
SL`Z
IIZ f+
>I30181NVVC)AH 313UNOO it X , 9Z
I X
'd3
Z
Z
Ltr
917
K'86Z
trT'86T
tlt7{�
31OVD (INV dVO H1IM �13ldVGV ISN ,Z/1 -17X ZUO 1S „t7
b3
T
Sty
papniou1
8Z #1M INVUCIAH 6Zi T 6Z6 HAW WJ 31ZZON d3dNnd ISN~ Z T
ii / to
V3
T
V17
SZ°9 Ld
SZ°9EL'E
IN3d Ik V/l-T 'MO113A 'OO�I
fW SS31 'OAA „tvi-S unB „9,S `35x8 fW „9 'INVUGAH HI3 SM HIRi/V
V3
T
090O9Z
MET
HIDN31 ,OZ 3dld Olid (]313NSVD 0060 MG S8Z1O 119
13
OZ
qtr
T 17
E
A31VAAll Q3AdVW Idl?IS d33Q X(}9 3AIVA 01176 dO3 (111
V3
T
of
OZ`$$
Z�"Z8
OZ WES
"
3dJll dI15 80`6 dOl X(i� 3h1b'11 s
ti 1
d3
Z
6E
Z� Z$
3SVEI X08 3/ IVA 1,98
V3
T
$E
0 SO`�
0vEso'Z
(SGI TIT) S31dOSS3OOv fW
SS31 '1'd3S 1N3111S3U SYSO VM/V\V 31 IVA 31V!D 913 X fW NO81311IO(la
0
b'3
T
LE
LVOZS
LVOZS
(S91 88T) S31UOSS3OOV SS311/3 `SSTOVMMV'IQ 33-.13 X fUV9 X Z
11 �► Z
V3
T
9E
1VI 31VW 1NVUaAH Md
89°6S`IT
9E"L$
17$"TZI►d31b'M,I
» ezo� uoi aS
I q S �
C13AUVVY IWAS d330 XO8 31t` Ot76 mVAJ QI1
V3
ty
SE
�0$`Z£�
J7" 17 Z
OZ`S$
3dAI 4115 �lOtr6 dOl XO8 3�11t�/� iisl /
■p{�)J
Y 3
t
VE
W Y
$9°0�
Z T` Y Mr
19°Z
3SV9 XOG 31 IVA 1198
V3
v
€E
96°SSL
6618TOb31~ON
I qf11d O11d Ota HOS Z Z -
►I / Z
b'3
it
ZE
$0`6Q$
LZ'ZOZ
O11S311iJO(1 9N11df1OO SSb'd8 Z
►► /TZ
'd3
V
TE
ZZ`Z�0`�
€'S"CI9Z
.!.UOdNI 31ddIN SSVUS Ot' HOS ,VZ X ,,Z/T-Z
b'3
fir
OE
$�°60$
LZ'ZOZ
Qti31-ON O11S3WOq M0913 06 SSVUG „Z/T-Z
V3
V
GZ
9 'L$
~ 1dOdWl 3`1dd1N SS�'�i8 0tr HOS „t7Z X II / Z TZ
V3
V
8Z
$°�Z
A3lt� A. 03A8VW 114IN5 d330 X09 31i` VA OJV6 U0J ❑I 1
V3
17
LZ
Z 10 Z aged SEEM750 :ON Rl