HomeMy WebLinkAboutPW16-066 - Change Order - #4 - Scarsella Bros, Inc. - 72nd Ave S Extension - 06/17/2017 Rue-, cOxds Mall" 'mgemel' ] , / -,,
ENT77
W.S C,T Om Document
CONTRACT COVER SHEET
This is to be completed by the Contract. Manager prior to submission
to City Clerks Office. All portions are to be completed.
If you have questions, please contact City Clerk's Office,
Vendor Dame: Scarsella Brothers, Inc.
Vendor Dumber:
JD Edwards Number
Contract Dumber: PWW 16-066 -006
This is assigned by City Clerk's. Office
Project Name: 72nd AveS Extension
Description: ❑ Interllocal Agreement ® Change Order Amendment F-1 Contract.
❑ Other:
Contract Effective Date: 2/28/16 Termination Date:
Contract Renewal Notice (Nays):.
Number of days required notice for termination or renewal or amendment
Contract Manager: Ken Langhol,z Department: PWW Engineering
Contract Amount: ,2,692,'813.Cl1
Approval Authority: (CIRCLE ODE) Department Director Mayor City Council
Detail: (i.e. address, location, parcel number, tax id, etc.):
Change Order 4
As of: 08/27/14
•
KENT
W A S H I N Q T O%
CHANGE ORDER NO. #4
NAME OF CONTRACTOR: Scarsella Brothers, Inc. ("Contractor")
CONTRACT NAME & PROJECT NUMBER: 72"d Avenue South Extension
ORIGINAL CONTRACT DATE: February 28, 2016
This Change Order amends the above-referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the parties, the project contract is modified as follows:
1. Section I of the Agreement, entitled "Description of Work," is hereby modified to
add additional work or revise existing work as follows:
In addition to work required under the original Agreement and any
prior Amendments, Contractor shall provide all labor, materials, and
equipment necessary to:
Field modifications to new storm system due to unforeseen private
improvement conflicts. The existing Western Processing site
improvements within our roadway easement conflicted directly with
storm improvement layout and planned grades. Extensive
modifications were necessary to field fir a custom system in order to
maintain existing improvements while providing necessary roadway
drainage
2. The contract amount and time for performance provisions of Section II "Time of
Completion," and Section III, "Compensation," are hereby modified as follows:
Original Contract Sum, $2,692,813.01
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $201,158.03
(incl. applicable WSST)
Current Contract Amount $2,893,971.04
(incl. Previous Change Orders)
Current Change Order $13,679.06
Applicable WSST Tax on this Change $0.00
Order
Revised Contract Sum $2,907,650.10
CHANGE ORDER - 1 OF 3
Original Time for Completion 220 working days
(insert date)
�Revised Time for Completion under 0 working days
prior Change Orders
(insert date)
Days Required (±) for this Change 0 calendar days
Order
Revised Time for Completion 220 working (lays
(insert date)
In accordance with Sections 1-04.4 and 1-04.5 of the Kent and W DOT Standard
Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this
Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor
agrees to waive any protest it may have regarding this Change Order andl acknowledges and
accepts that this Change Order constitutes final settlement of all claims of any kind or nature
arising from or connected with any work either covered or affected by this Change Order,
including, without limitation, claims related to contract time, contract acceleration, onsite or
home office overhead, or lost profits. This Change Order, unless otherwise provided, does not
relieve the Contractor from strict compliance with the guarantee and warranty provisions of the
original contract, particularly those pertaining to substantial completion date.,
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change
Order shall be deemied to have applied.
The parties whose names appear below swear under penalty of perjury that they are
aiuthorized to enter into this contract modification, which is binding on the parties of this
contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this
project to be consistent with the revised contract sum shown in: section 2, above.
IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written below.
CONTRACTOR: CITY OF KENT:
By:_7 By: V
z ignatun (sigifature)
Print Name: 4! Print Name: Timothy J LaPorte, P.E.
its Its Public Works Director
(title)
DATE: DATE:
CHANGE ORDER - 2 OF 3
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
CHANGE ORDER - 3 OF 3
• FILE NO: 200.2
KENT
CHANGE ORDER WORKSHEET NO. 4
Construction Management Division — Public Works
Project: 72"d Avenue South Extension Project No.: 08-3004C
Project Engineer: Ken Langholz Fed-Aid No.: N/A
Owners Rep: Jason Barry Contractor: Scarsella Bros., Inc.
Date: 04/27/17
I. PROPOSED CHANGE
Field modifications to new storms stem due to unforeseen private improvement conflicts.
II. REASON AND BACKGROUND FOR CHANGE
The existing Western Processing site improvements within our new roadway easement conflicted
directly with storm improvement layout and planned grades. Extensive modifications were
necessary to field fit a custom system in order to maintain existing improvements while
providing necessary roadway drainage. Installation of the first 114 feet of 12" DI storm, CB #17
and an additional curb inlet structure were performed on Force Account in lieu of bid item
payment due to substantial time and effort. Reference Force Account sheets 33 & 34 dated 3/1
and 3/2/17.
III. METHOD OF PAYMENT
NEW PAY ITEM(S) ❑ Not Applicable
Change Order No. - j FOR ACCOUNTING USE ONLY
Sch. No. Item Description Total Qty this ! Unit Unit Price Total Estimated Cost of
Est.Qty PE Item
I
i
.____._._._._._._._....._......._ -.............._........_._.__-._._----------_._._._._._._._..._............._._._. ' --- .-......_._._._._..._._._._._.______._._.;______.__.__._._._._._._._.___------__r__---'_-_.__.__.____________-__ ._._.____
4 Storm Conflicts with Western 1 1 FA ? $13,679.06 ' $13,679.06
Processing site improvements
_-_-..._.____._____ ----------_
I
® ! Independent Estimate Attached I ❑ I CREATE PAY ITEM ONLY— Payment to be made ® ! PAY THIS PAY ESTIMATE
-REQUIRED I at a later date upon completion of work 1.
❑ Material Submittals Required —CC: Construction Coordinator New Sub Regrd? No
DELETE EXISTING PAY ITEM(S) per 1-09.5 ® Not Applicable
Change Order No. - FOR ACCOUNTING USE ONLY
Sch. No. B.I. No. Item Description _`Qty ! Unit _ Unit Price _ j Cost of Item
❑ Independent Estimate Attached -REQUIRED ❑
1 REV. DATE:4/01/10
" FILE NO: 200.2
K CE.N T
INCREASE/DECREASE TO EXISTING PAY ITEM( ) Not Applicable
Change Order No. - j FOR ACCOUNTING USE ONLY
Sch. No B I No. Item Description Qty 1 Unit Unit Price Cast of Item
s .._ .
1 independent Estimate Attached - REQUIRED j _
TOTAL ESTIMATED OUST OF CHANGE ORDER: * :$13,679.06 _
*Total of�the YCost of Item Columns
THIS PAY ESTIMATE $I<3fa?! U6
IV. WORKING DAYS
C)riginal Contract ' 22C1 Clue This Change .rde.r* qi Previous Total 1220
DATE: 4..27 2c17 DATA,.....0,3128116 ..
* Ex lanation justification Re aired:
TOTAL WORKING DAYS* 220
*This Change Order + Previous Total
All work, materials and measurements to be in accordance with the Standard Specifications
and Contract Special Provisions for the type of work described.
Prepared By: Date:
!I—Kuehne
Barry
ConstructionS'upervispr: _" �» � ,w..- date:
Construction Manager: _ .. Gate:
Eric Connor
2 REV. DATE: /01/10
FA Sheet No.: 33
DAILY REPORT OF
FORCE ACCOUNT WORKED
Project Name: 72nd Avenue Extension Project No: 08-3004
Item No.: Schedule IV- Storm Date: 3/112017
Description of Work: Investigate acceptab'de modifications to new 12" DI Storm at.CB 17
to CB 16. Adjust grades and repair unlocated 10°Western Process Storm line.
Work by Subcontractor?: q
Prime Contractor: Scarsella Bros.„ Inc. Sub-Contractor.-
LABOR
STRAIGHT TIME OVERTIME DOLLAR
NAME CODE OCCUPATION Hrs I Hourly Rate Hrs OT Rate AMOUNT
Jay Drier Labor Foreman 5.5 $68.70 $92.32 $ 377.85
Robert Elzig Operator 5.5 $68.70 $92.32 $ 377.85
Felipe Abraham Operator 5.5 $65.28 $87.19 $ 359,04
Seth Lucas Operator 5.5 55.28 $87.19 $ 359.04
Ty Williams Pipelayer 5.5 $53.32 $73.131 $ 293.26
SUBTOTAL-LABOR: $ 1,767.04
LABOR OVERHEAD&PROFIT @a 29% $ 512A4
LABOR TOTAL $ 2,279.48
EQUIPMENT
EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR
Equipment# Equi`pment Description Hrs Hourly Rate Hrs Standby Rate AMOUNT
2-237 Foreman Truck 5.5 $20.55 $ 113.03
3-97 On-hwy flat bed truck 5.5 $25.50 $ 140.25
3-98 On-hwy flat bed truck 5.5 $24.81 $ 136,46
17-151 Komatsu PC160LC-7 1 5.5 $73.731 $ 405.52
15.92 CAT 938G Loader 5.5 $58.81 $ 323.46
Misc Small Tools 1 5,51 $5.001 $ 27.50
SUBTOTAL W EQUIPMENT $ 1,146.20
EQUIPMENT OVERHEAD&PROFIT @ 21% $ 240.70
EQUIPMENT TOTAL $ 1,386.90
I411ATERIAL /SERVICES/RENTAL
MATERIALS 1 SERVICES Quantity Units Unit Price DOLLAR AMOUNT
12"Fernco Couplings 2 EA $ 54.00 $ 108.00
12"PVC Storm Pie 5 LF $ 28,00 ' $ 140.00
Type I Catch Basin#17 1 EA $ 117.30 $ 117.30
Curb inlet Catch Basin#16 1 EA $ 117.30 $ 117.30
$
SUBTOTAL $ 482.60
OVERHEAD&PROFIT @ 21% $ 101.35
TOTAL $ 683.95
Verification of Fours Worked: TOTAL; $ 4,250.33
12%MARKUP (far prime when
subcontract work) $ -
Contractors Representative Date SHEET TOTAL: $ 4,250.33
Owner's Representative Date
Pay Estimate Entered: "
Date:
By: JBarry
FA Sheet No.: 34
DAILY REPORT OF
FORCE ACCOUNT WORDED
Project Name: 72nd Avenue Extension Project No: 08-3004
Item No.: Schedule IV- Storm Date: 3/212017
Description of Work: Lay pipe at CB 17 crossing; cut'Western Process litter fabric, lay pipe and cover
with new fabric, set modified curb inlet at WP 6" pipe outfall
Work by Subcontractor?: No
Prime Contractor: Scarsella Bros., Inc. Sub-Contractor:
a.
LABO
STRAIGHT TIME OVERTIME DOLLAR
NAME CODE OCCUPATION Hrs THouriy Rate Hrs OT Rate AMOUNT
Jay Krier Labor Foreman 7 $68.70 S92.32 $ 480.90
Robert Elzig Operator 7 $68.70 $92.32 $ 480,90
Feli e Abraham Operator 7 $65.28 $87.19 $ 456.96
Seth Lucas Operator 7 $65,281 S87,191 $ 456.96
Ty Williams Pipelayer 7 $53.321 $73.131 $ 373.24
SUBTOTAL-LABOR: $ 2,248,96
LABOR OVERHEAD&PROFIT @ 29% $ 652.20
LABOR TOTAL. $ 2,901.16
EQU1P tNT
EQUflPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR
Equipment# Equipment Description Hrs Hourly Rate Hrs Standby Rate AMOUNT
2-237 Foreman Truck 7 $20.55 $ 143.85
3-97 On-hwy flat bed truck 7 $25.50 $ 178.50
3-98 On-hwy flat bed truck 7' $24.81 $ 173,67
17-151 Komatsu PC160LC-7 7' $73.731 1 $ 516.11
17-157 Komatsu PC35MR-2 3' $18.83 $ 56A9
15-92 OAT 938E Loader 7 $58.81 $ 411.67
Misc Small Tools 7 $5.00 S 35.00
SUBTOTAL-EQUIPMENT $ 1,515.29
EQUIPMENT OVERHEAD&PROFIT @ 21% $ 318.21
EQUIPMENT TOTAL $ 1,833.50
MATERIALS/SERVICES/RENTALS
MATERIALS!SERVICES Quantity Units Unit Price DOLLAR AMOUNT
Mirafi Fabric 5ft x 100ff 500 SF $ 0.50 $ 250.00
12"Cl 50 DI Storm pie 114 LF $ 28.65 S 3"266.10
6"Fernco Coupflng 2 EA $ 25,00 S 50.00
Curb Inlet Catch Basin 1 EA $ 117.30 $ 117.30
Grout bags 8 EA $ 8.00 $ 64.00
4"Type I adjustment risers 3 EA $ 44.00 S 132,00
SUBTOTAL $ 3,879.40
OVERHEAD&PROFIT @ 21% $ 814.67
TOTAL $ 4,694.07
Verification of Hours Worked: TOTAL: $ 9,428,73
12%MARKUP (for prime when
subcontract work) $ -
Contractors Representative Date SHEET TOTAL: $ 9,428.73
Owners Representative Date
Pay Estimate Entered:_
Date. a
By: ,IB rry
Barry, Jason
From: Mike Wilson <mike.w@SCARSELLABROS.com>
Sent: Tuesday, April 25, 2017 4:26 PM
To: Barry,Jason
Subject: RE: 72nd Extension PE #8
Attachments: 3790_001.pdf
I don't see anything handy for grout bags so either use $8 or we'll throw them in for free. Not worth looking far and
wide. The rest of the items should be on these quotes.
Thanks,
Mike
From: Barry,Jason [mailto:JBarry@kentwa.gov]
Sent:Thursday, April 20, 2017 2:46 PM
To: Mike Wilson <mike.w@SCARSELIA BROS.com>
Subject: 72nd Extension PE#8
Mike,
Attached is what I have for PE#8 work through 3/31/17.They want me to create a separate CO for the WP monitoring
wells so I'm still putting that together, but these are the totals I have for bid items. If you can get those material unit
prices together for the pipe crews work on the south end of the project I can include those here as well.
If you could review what I have here and let me know if I'm missing anything I'd appreciate it.
Thanks,
Jason Barry, Capita!Construction Projects
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
e Phone 253-856-5546 I Cell 253-797-8462
KENT jbarry@KentWA.gov
www.KentWA.aov ® e
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
1
FERNCO Elastorneric Polyvinyl Chloride Flexible Coupling, For Pipe Si... Page 1 of 2
FE-2
Plumbing l Pipe,Tubing and Fillings d Pipe Fittings I Flexible Fittings tX- EMAIL C, PRINT
k Flpzloflienc Polyvinyl Chlande Flexible Coupling,For Pipe Size 6"x 5",5-39164"Inside Dia
View Prod=Farnily
I`F.R N,C,0
Elasto:meric Polyvinyl Chloride Flexible Coupling, For Pipe Size 6"
x 611,
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ltem#3HCZ8 Mfl Model#1056-66 Catalog,Page#2876 UNSPSC#40142315
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Get This Price 98030
$20.58
1 1 ADD TO CART
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Shipping Weight 2.3 lbs.
Country of Origin USA I Country of Origin is subject to change.
Note:Product availability is real-time updated and adjusted continuously.The product will be reserved for you when you complete
low can we improve our Product Images? your order.More
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PRODUCT DETAILS
Create an effective,leakproof connection with this FERNCO flexible coupling.Model is designed for use in drain,waste,vent(DVVV)and sewer
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TECHNICAL SPECS
tern Flexible Coupling inside Din, 6-39)64"
Pipe Fitting;Material Elastornerift;Polyvinyl Chloride Max Pressure 4.3 psi
Pipe Size-Pipe Fitting 13-x 6- Barid Material 300 Stall Steel
Standards ASTMS C1173 Resistant'ro Chemicals,Ultraviolet Rays,Fungus
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Filling Length 61-
Max.Temp, 140 Degrees F
https://www.grainger.com/product/3HCZ8&AL.!2966!3! 166 588805 27... 4/28/2017
FERNCO Elastorneric Polyvinyl Chloride Flexible Coupling, For Pipe Si... Pagie 1 of 3
[E-3
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1 Eiastarnenr Polyvinyl 0110fide Rcxible Coupling,For Pipe Size 12"x 12",12,33164"inskde Chitin,
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33/64" Inside Dia.
Items 3HDA6 kltr Model#1056.1212 Catalog Page,#2875 LYNSPSC#40142315
Usl Price 0 Awu-ReorderE,e,,y[T—M—jntn � 0 Confirm ZIP Code to determine
$54.05/each 00 Dewer one time polyavailability,
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W 99
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rot
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Your order More
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PRODUCT DETAILS
Create an effective,leakproof connection with this FERNCO flexible coupling.Model is designed for use in drain,waste,vent(DVVV)and sewer
applications. Coupling allows easy,quick installation and it can flex to fit for easy hookup„resists corrosion,rot,and degradation from sunlight and
View More-"
TECHNICAL SPECS
item Flexible Coupling inside Dia, 12-33d64"
Pipe Fitling l0attral Elastomeric Polyvinyl Chloride Max.Pressure 4,3 psu
Pipe Size-Pipe r-ilwig 12"x:12"' nand Material 300 Stainless Stool
Slandaids ASTIVI C1 173 Resistant T'o Chemicals,Ultraviolet Rays,Fungus
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Fitting Length 6-3/8"
Max Ternp 140 Degrees F
https://www.grainger.com/product/3HDA6&AL!2966!3! 1665888052... 4/28/2017
Granito Pr c adng&Concrete
1 I C r . � LdkkWl° r 4116 E3akorvlaw Spur
G 11Inghtarn,W 'A 98226
Phon ,:(380)671-2251
Fax:(360)671-0780
Qua.#., 9555 Tar°traa: NET 30
Ord or Dense: 1126/2016
i
V Bill to: QUOTE i Daltwory to: 72NO AVES.EXTENSICDN,KENT,WA,
ESTIMATOR
Contact: ESTIMATOR Pra)amct Manager:
Phone; Fax: Phone, Fax:
Customor ID: QUOTE t PO: ShlpWla: GPC $alaas Rep., DMD
City It rn Doacrlptlon Weight Unh, F1,H Unit Price TX Eutenston
structure: C 1 CI.10 Storm(BID ITEM .4106)CS 21 Inlat Statl=
1 CBR-04 4"CB RISER 180
1 CBR-04 4"CB RISER 180
1 CB-21 CB211 TYPE 4 INLET 1.191
I gb.as
Structure: SDCB-01 Storm(BID 1ITE?A 04006)40"CTanaral Storm P Unit Station:
1 048TSP 48"FLATTOPI SQUARE HOLE 1,540
1 048Y03RKQ 48"X 3'RISER K.O. 1,914
1 048X0 8HKC 48"°X 5'BASE,HIGH K.O. 5,12,8
1' L04P 4 STEM POLY MH LADDER 17
2 048RC 48"°GASKET 0
$863.40
Structure: [] S DCB-02 Storm(BID IITE i 44086)43"Gonarral Storrn P Unit Station:
I 048TSP 48"'FLATTOPI SQUARE,HOLE 1,640
1 048DCOt1Swc 48"X 6'BASE VW"4 HOLE 6,U2
1 048RG 48"GASKET 0
1 L05P 5 STEP POLY h4H LADDER 20
$667,25
Structure: ( � SDCq-00 storm BID ITEM 04030)Type I Catch B lm Staatlow ij zo .3
1 CBR-04 4"CB RISER 160 'L(' ")1,2- -f-" o stirs
1 CSR-04 4"CS RISER 180 C t Y r °°° w,"'s r:rg l
1 CB-1 TYPE I CATCH BASIN 2,000 � rr � 'g c� = ,00
$205;'4C i
Structure; (.) SDCB-04 Storm BID ITEM -4030)Typ a I Catch Basin,% Station: �
1 CBR-06 6"CS RISER 280
1 CB-1 TYPE I CATCH',BA&N 2,000
1 Fr210
SUVc1ure, ( l ,*SDCO-05 Storm BID ITEM 4080)Type I Catcla Basins Station:
1 C;BR-G4 4"CS RISER 180
I CI:I-1 TYPE I CATCH BAa N 2,000
5tnacturraa: Q._.] 3DCS.4`1 Stonn BID I"fEM#4080,)"Typos I Catch IISasIna station:
I CB-1 TYPE I G A1CH BASIN 2,000
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Granite Preaastin0 Concrete
� ^� r r 4116 Baker�rtraw Spur
IVWmAA Mry vv"4vhWY;t1. rw r
Bellingham,WA 98226
Phone: (360)671-2251
Pax:(060)671.0780
V Quota Xs 9555 Terrraa: NET 30
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Order Date: 112612015
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City Item Dmaacriptlon U4 olght Unit FIH Unit Prlca Tr Extension
$I 17.30
Struatu e: 0 SDCB-00 Storm 8I0 ITEM#,4080)Typo I Catch Baaina Station:
1 CBR-04 4"CB RISER 160
1 CB-1 TYPE I CATCH BASIN 2.000
$161.30
Structure: [-] 'SDCB-10 Storm BID ITEM 4080)Typo I Catch SaWne Station:
1 CBR•02 2"CB RISER 100
i CB-1 TYPE I CATCH BASIN 2,000
150.30
Structures; 0 SDCB-11 Storm BITS ITEM N4000)Typo I Catch Basins Stations:
1 CBR-02 2"CB RISER i00
1 CB-1 TYPE I CATCH BASIN 2,000
V 50.30
Structure: ❑ SDCB-i2 Stoner BID ITEM#4060)Typo I Catch Basins Station:
1 CBR-02 2°CS RISER 100
1 CB-1 TYPE I CATCH BASIN 2.000
$150.30
Structured: [] SDCB-13 __.. _ .$torn).010 ITEM a1080)Type I Catch.Baalnaa Statlon:
i CB-1 ( TYPE I CATCH BASIN 2,000
$117,30
Structure: [] SDCB-15 Storm BID'ITEM 0400)Typo I Catch Baeina 'Station;
1 CBR-01 4"CB RISER 180
1 CB-1 TYPE I CATCH BASIN 2,C00
$161.30
Structure: E] 8DC8-i7 Storrs BID ITEM#4080)Type I Catch Basins Statlon:
i CBR-O 4 CB RISER 180
1 CB-1 'TYPE I CATCH BASIN 2.000
$161,30
Tuesday,January 26,2016 01:56 PM Page 2 of 4
LOCATION:SEATTLEWW
%$ FERGUSON WAREHOUSE:3156
2042 SOUTH 112TH ST
'Wa, tenvorks, TACOMA,WA 9&444-0000
Phone:253-538-8275
aMLSELEYcornpAny Fax:253-531-9909
Project: 72nd Ave S Extention
Bid Date: 02/02/2016
Bid Time: 1 1:OOAM
Estimator: Ted Grimes
Job Notes: City of Kent
72nd Ave S Extention - South 196th St to South 200th St
Addenda:
We acknowledge reciept of addendum(s) no. I & 2
Revised Pricing
Ferguson -Your' i Direct Source for Erosion Control Needs
Visqueen Catch Bask"i inserts
A -ties lat nigh " is Fence
SM Fence Woven I Non Woven Fabrics
Contact your local sales associate for more information
1129/2016 Page 1 of 5
FERGUS 72nd Ave S EXtention WASHINGTON WATERWORKS QUOTE
Watt�nwrkk
M JOB QUOTE
c0LSWYc�tcn, WOODINVILLE,WA 98072
Schedule 1 - Street
Bid Item 1211 Western Processing Vault U-1
Alt Description/ UM Qty Final Bid Extended Bid
Comments Price Price
SP-1-1575-23 575 Vault EA 1.00 $2,953.608 $2,953.61
SP-HTYPE248"CB Catch Basin Type 2 48" EA 1.00 $1,463.918 $1,463.92
Bid Item 1211 Western Processing Vault U-1 Average Price: $4,417.53 I LS Subtotal: $4,417.53
Bid Item 1212 Western Processing Vault U-2
Alt Description/ UM Qty Final Bid Extended Bid
Comments Price Price
SP-1-1575-3 575 Vault EA 1.00 $1,365.979 $1,365.98
Bid Item 1212 Western Processing Vault U-2 Average Price: $1,365.98/LS Subtotal: $1,365.98
Bid Item 1213 Western Processing Piezometers RP 28 & P 26
Alt Description/ UM Qty Final Bid Extended Bid
Comments Price Price
SP-1-113030 3030 Vault EA 1.00 $850.615 $850.51
Bottomless Vault
B,j scem 1213 Western Processing Piezometers RP 28&P 26 Average Price: $850.61 1 LS Subtotal: $860.51
Bid Item 1214 Western Processing Well Pair 5M4A/B
Alt Description/ UM Qty Final Bid Extended Bid
Comments Price Price
SP-JUNCBOX1 Junction Box Type 1 EA 1.00 $293.814 $293.81
SP-JUNCBOX2 Junction Box Type 2 w/Slip Resistant Lid EA 1.00 $412.371 $412.37
Bid Item 1214 Western Processing Well Pair 5M4A/B Average Price: $706.18/LS Subtotal: $706.18
Bid Item 1217 Relocate Western Processing Water Service
Alt Description/ UM Qty Final Bid Extended Bid
Comments Price Price
AFT52PP 4 CL52 Cement Lined Ductile Iron FASTITE Pipe FT 250.00 $20.547 $5,136.75
3" not available priced using 4" for estimating
purposes.
MJ2LAU 6 Mechanical Joint C153 22-1/2 Bend Less EA 2.00 $46.800 $93.60
Accessories
MJ1 LAU 6 Mechanical Joint C153 11-1/4 Bend Less EA 1.00 $48.360 $48.36
Accessories
IMJAPP 4 Mechanical Joint C153 Accessory Pack With EA 6.00 $13.329 $79.97
Gland
RC5010481035000 4 X 3 Ductile Iron Reducer Coupling 4.81X3.50 EA 2.00 $101.211 $202.42
1129/2016 Page 2 of 5
" FERGUSON'5 72nd Ave S Extention WASHINGTON WATERWORKS QUOTE
0 Watertlrrb- JOB QUOTE
aWMSELEYcwc°"7 WOODINVILLE, NA 98072
�id Item 1217 Relocate Western Processing Water Service Average Price: $5,561.10/LS Subtotal: $5,561.10
Bid Item 1250 New Monument Case and Cover
Alt Description/ UM Qty Final Bid Extended Bid
Comments Price Price
SP-HMONCVR Monument Case and Cover EA 5.00 $82.474 $412.37
Bid Item 1250 New Monument Case and Cover Average Price: $82.471 EA Subtotal: $412.37
Schedule 1 - Street $13,313.67
Schedule 4-
Bid Item 4015%%rA%Wr Pipe 12" CL 50 DI
Alt Description/ UM Qty Final Bid Extended Bid
Comments Price Price
AFT50P12 12 CL50 Cement Lined Ductile Iron Fastite Pipe FT 1,220.00 $28.653 $34,956.66
F- Bid Item 4015 Storm Sewer Pipe 12"CL 50 DI Average Price: $28.65/LS Subtotal: $34,956.66
Bid Item 4080 Catch Basin, Type 1
Alt Description/ UM Qty Final Bid Extended Bid
Comments Price Price
'3-HTYPE1CB Catch Basin Type 1 EA 11.00 $268.041 $2,948.45
Bid Item 4080 Catch Basin,Type 1 Average Price: $268.04/EA Subtotal: $2,948.45
Bid Item 4085 Catch Basin,Type 2 48"
Alt Description/ UM City Final Bid Extended Bid
Comments Price Price
SP-HTYPE248"CB Catch Basin Type 2 48" EA 2.00 $1,108.247 $2,216.49
Bid Item 4085 Catch Basin,Type 2 48"Average Price: $1,108.251 EA Subtotal: =,216-49
Bid Item 4105 Concrete Inlet
Alt Description/ UM Qty Final Bid Extended Bid
Comments Price Price
SP-HCONCINL Concrete Inlet EA 2.00 $185.567 $371.13
Bid Item 4105 Concrete Inlet Average Price: $185.561 EA Subtotal: $371.13
Bid Item 4120 Vaned Catch Basin Frame and Grate
Alt Description/ UM Qty Final Bid Extended Bid
Comments Price Price
SP-HVANEDGR Locking Vaned Frame and Grate EA 13.00 $257.732 $3,350.52
Bid item 4120 Vaned Catch Basin Frame and Grate Average Price: $257.731 EA Subtotal: E,3=50.52
v ■moo
Bid Item 4125 Thru Curb Inlet Frame and Vaned Grate
Alt Description/ UM Qtv Final Bid Extended Bid
1/29/2016 Page 3 of 5
r$$ FERGUSON' 72nd Ave S Extention WASHINGTON WATERWORKS QUOTE
Y vafP ikirks JOB QUOTE
aWDLSELEYcwrm-t WOODINVILLE, NA 98072
Comments Price Price
SP-HTHRUCURB Thru Curb Frame and Grate EA 2.00 $257.732 $515.46
Bid Item 4125 Thru Curb Inlet Frame and Vaned Grate Average Price: $257.731 EA Subtotal: $515.46
Schedule 4- Storm $44,358.71
Schedule 7 -TESC
Bid Item 7005 Filter Fabric Fence
Alt Description/ UM Qty Final Bid Extended Bid
Comments Price Price
MWSP60 6OX100 SILT FENCE With 36 WIRE BLAC EA 10.00 $73.212 $732.12
VL25 5 FT Post EA 170.00 $2.890 $491.30
Bid Item 7005 Filter Fabric Fence Average Price: $1.22/FT Subtotal: $1,223.42
Bid Item 7010 Wattle
Alt Description/ UM City Final Bid Extended Bid
Comments Price Price
SLSW925P12 9 IN X 25 Feet RL Straw Wattle EA 56.00 $20.024 $1,121.34
SLSTAKE18 18 WOOD STAKE F/STRAW WATTLE EA 336.00 $0.235 $78.96
Bid Item 7010 Wattle Average Price: $0.86/FT Subtotal: $1,200.30
Bid Item 7015 Inlet Protection
Alt Description/ UM city Final Bid Extended Bid
Comments Price Price
E1341 ADJ RECT C/BASIN INS SED Only EA 3.00 $25.478 $76.43
Bid Item 7015 Inlet Protection Average Price: $25.48/EA Subtotal: $76.43
Lump Sum Cut
Alt Description/ UM city Final Bid Extended Bid
Comments Price Price
Lump Sum Cut Lump Sum Cut LS 1.00 -$2,000.000 -$2,000.00
Lump Sum Cut Average Price: -INF/ Subtotal: ($2,000.00)
Schedule 7 -TESC $500.15
1/29/2016 Page 4 of 5
%%FERGUSON' 72nd Ave S Extention WASHINGTON WATERWORKS QUOTE
Watnncwks JOB QUOTE
eWUL51FYccffcar' WOODINVILLE, NA 98072
Grand Total: $58,172.53
Job Terms:
General Notes & Exclusions
The above represents the interpretation of the plans and specs provided at bid time. Not all information was provided on the
plans to create a complete quote, some assumptions were made. Contractor to verify quantity of material needed prior to
order.
Quoted prices are based upon receipt of the total quantity for immediate shipment(48 hours). SHIPMENTS BEYOND 48
HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. Seller not
responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local,
State and Federal laws governing type of products that can be sold or put into commerce, This Quote is offered contingent
upon the Buyer's acceptance of Seller's terms and conditions,which are incorporated by reference and found either following
this document, or on the web at http://wolseleyna.com/terms_conditionsSale.htmi. Govt Buyers: All items quoted are open
market unless noted otherwise.
Ferguson Field Division
- Hot Taps - EZ Valve Installation
- Line Stops - ChlorinationlDeclori nation
- Large Meter Testing - Hydrant Testing and Repair
- Fusion Welding - Mechanical Taps
Contact Barney Gibbs for more information:(206)310-5061
Barney.Gibbs@ferguson.com WA Contractor#FERGUE1976RW
Ready to Setup the Job? Click HERE to Start!
1/29/2016 Page 5 of 5
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