Spartan Environmental Services ~ CP19008 CITY OF TIGARD,OREGON-CONTRACT SUMMARY FORM
(THISFORMMUSTACCOMP gEVERYCONTRACT� /]L ��/l�
Contract Title: Scoffins St. Sewer,Terrace Trails and Bridgeport Number /`.
Storm Line Rehabilitation
Contractor: Spartan Environmental Seri-ices Contract Total: $131,195.89
Contract Ov erviev,: Spartan Environmental Services will be completing a rehabilitation of agii�
sewer and storm lines by placing a linea within the existing pines
Initial Risk Level: ❑ Extreme 0-High ® Moderate ❑ Low
Risk Reduction Steps-
Risk Comments:
Risk Signature:
Contract Manager: Andrew NewbAry Ext: 2472 Department: PW/En ' eering
Type: ❑ Purchase Agreement ❑ Personal Service ❑ General Sergi-ice ® Public Improvement
❑ IGA ❑ Other: Engineering Services Agreement
Start Date: April 1,2019 End Date- August 1,2019
Quotes/Bids/Proposal: FIRM AMO w/Sc o E
Spartan Environmental Services $131,195.89
Michels Corporation $146,674.00
Insituform Technologies,LLC $157.714.00
Iron Horse,LLC $165,056:00
Account String: Fund-Division-Account Work Order— ctivitc Type Amount
FY 19/20 500-8000-56005 93009-140 $41,426.40
FY 19/20 510-8000-56005 94040-140 $47,322.25
FY 19/20 510-8000-56005 94001-140 $42,447.2
Approvals - LCRB Date: March 26,2019
Department Comments:
Department Signature:
IV
Purchasing Comments: R6=
Purchasing Signature.
City Manager Comments:
City Manager Signatures
After securing all required approvals, forward original copy to the Contracting and Purchasing Office along with a
completed Contract Checklist.
n
City of Tigard
13125 SW Hall Blvd
Tigard,Oregon 97223
Phone: (503)6394171
Fax: (503)684-7297
CONTRACT DOCUMENTS
for the construction of
Scoffins St. Sewer, Terrace Trails and Bridgeport
Storm Line Rehabilitation
Project No.: CIP 2019 — 93003, 94001, 94040
Approved by: Lori Faha,P.E.,City Engineer
Bid Due&Bids Open: February 28,2019-2:00 pm
ADvERTI3EMENT FDR BIDS
CITY OF TIGARD
SCOFFINS ST.SEWER,TERRACE TRAII.S AND BRIDGEPORT STORM LINE REHABILITATION
The City of Tigard will receive sealed Bids from qualified firms at Tigard City Hall's Utility Billing Counter
(Attention:Joe Barrett, Sr. Management Analyst) located at 13125 SW Hall Blvd.,Tigard, Oregon 97223 until
2:00 pm local time,Thursday,February 28,2019 for the Scoffins St.Sewer,Terrace Trails and Bridgeport Storm
Line Rehabilitation projects. Bids will be opened and publicly read aloud immediately after the Bid Closing time
and date at Tigard City Hall.
The project generally consists of the following.
1. Mobilization,traffic control,erosion and sediment control.
2. TV Video Inspection
3. Culvert Invert Repair
4. 8"CIPP Installation—506 lineal feet.
5. 12"CIDP Installation—487 lineal feet.
6. 18"CIDP Installation—333 lineal feet.
7. Service line connections
8. Performance of extra work as called for by the specifications and plans.
Basis of Bid Award shall incorporate all items identified on the Bid Schedule.
Pursuant to Tigard Public Contracting Rule 30.055,all Bidders must submit a Bid security to the City along with
their Bid in an amount equal to ten percent (10%) of their Bid. Because the City's estimate of contract value
exceeds$100,000,Bidders must submit a First Tier Subcontractor Disclosure Form,provided in this Bid Booklet,
to the City no later than 4:00 pm local time,Thursday,February 28,2019.
The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to
minimum salaries and wages shall be incorporated by reference as if fully set forth in any Contract resulting from
this Advertisement for Bid. Contractor shall provide proof to the City prior to the beginning of any of the work
that the Contractor has filed a public works bond with a corporate surety in the amount of$30,000 with the
Construction Contractors Board as required under Oregon Prevailing Wage Rate(PWR)law.
No Bid will be considered unless fully completed in a manner provided in the Bid Packet Facsimile and electronic
(email) Bids will not be accepted nor will Bids be accepted after the stated Bid Closing. Bids received after the
Bid Closing will be returned to the submitting firm unopened after a Contract has been awarded for the required
services.
Bid Documents may be obtained in person at Tigard City Hall's Utility Billing Counter located at 13125 SW Hall
Blvd.,Tigard,Oregon 97223;or downloaded from the City of Tigard website at www.tigard-or.gov/bids. The
City may reject any Bid not in compliance with all prescribed public bidding procedures and requirements,and
may reject for good cause any or all Bids upon a finding of the City if it is in the public interest to do so.
All questions about the meaning or intent of the Bid Documents shall be submitted to the Engineer in writing by
e-mail. Contact the Engineer,Andrew Newbury at andrewnntigard-or.gov or 503-718-2472 with any questions.
Clarifications to the Bid Documents will be made by addenda only. Oral statements may not be relied upon by
Bidders and will not be binding or legally effective.
Published: Daily Journal of Commerce
Date: February 20,2019
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 21
TABLE OF CONTENTS
ADVERTISEMENTFOR BIDS....................................................................................................................................................2
TABLEOF CONTENTS...............................................................................................................................................................3
ATTACHMENT A-BIDDER'S CHECKLIST............................................................................................................................4
ATTACHMENTB-BID............................................................................................................................................................5
ATTACHMENT C-ACKNOWLEDGMENT OF ADDENDA................................................................................................12
ATTACHMENT D-BID CERTIFICATION...........................................................................................................................13
ATTACHMENT E—FIRST TIER SUBCONTRACTOR DISCLOSURE FORM........................................................................14
ATTACHMENTF—BID BOND.............................................................................................................................................15
ATTACHMENT G—PUBLIC IMPROVEMENT CONTRACT.................................................................................................16
ATTACHMENT H-PERFORMANCE BOND........................................................................................................................21
ATTACHMENTI-PAYMENT BOND...................................................................................................................................23
ATTACHMENT J-OREGON PREVAILING WAGE RATES................................................................................................25
ATTACHMENT K-GENERAL CONDITIONS.....................................................................................................................26
ATTACHMENT L-SPECIAL PROVISIONS............................................................................................................................27
DRAWINGS SW SCOFFINS STRFFT SANITARY SEWER REHABILITATION
SHEETS1-3................................................................................................DATED:JANUARY 9,2019
TERRACE TRAILS STORMLINE REHABILITATION
SHEETS 1-5................................................................................................DATED:JANUARY 8,2019
BRIDGEPORT STORMLINE REHABILITATION
SHEETS1-3................................................................................................DATED: JANUARY 9,2019
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 3 1 a g e
ATTACHMENT A-BIDDER'S CHECKLIST
CITY OF TIGARD
SCOFFINS ST.SEWER,TERRACE TRAILS AND BRIDGEPORT STORM LINE REHABILITATION
FORMS TO EXECUTE FOR SUBMISSION OF BID
The Bidder's attention is especially called to the following forms which must be executed in full before Bid is
submitted:
ATTACHMENT B-BID
ATTACHMENT C—ACKNOWLEDGMENT OF ADDENDA
ATTACHMENT D—BID CERTIFICATION
ATTACHMENT E — FIRST TIER SUBCONTRACTOR DISCLOSURE FORM: within 2 hours of Bid
Closing.
ATTACHMENT F—BID BOND
FORMS TO EXECUTE AFTER AWARD OF BID
ATTACHMENT G—PUBLIC IMPROVEMENT CONTRACT—PWR COVERED CONTRACT
ATTACHMENT H—PUBLIC IMPROVEMENT CONTRACT—PERFORMANCE BOND
ATTACHMENT I—PUBLIC IMPROVEMENT CONTRACT—PAYMENT BOND
Certificate of Insurance including Additional Insured Provision in accordance with the Public Improvement
Contract.
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 4 1 Page
ATTACHMENT B-BID
CITY OF TIGARD
SCOFFINS ST.SEWER,TERRACE TRAITS AND
BRIDGEPORT STORM LINE REHABILITATION
This Bid must be signed in ink by an authorized representative of the Bidder;any alterations or erasures to the
Bid must be initialed in ink by the undersigned authorized representative.
Project: Scoffins St.Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation
Bid Due Date: re b I u a(y Z Op , 26/ 1
Name of Submitting Firm: �.rpaluvl '/1I1,Yo M41/�tl o:Leo Cel` /,, /,C
The Undersigned (check one of the follonang and provide additional infomsation):
An individual doing business under an assumed name registered under the laws of the State of
;or
A partnership registered under the laws of the State of ;or
A corporation organized under the laws of the State of ;or
74 A limited liability corporation organized under the laws of the State of_ 0 1'Gf)FYI
hereby proposes to furnish all material and labor and perform all work hereinafter indicated for the above project
in strict accordance with the Contract Documents for the Basic Bid as follows:
-1--6 usa and 1 b 1100 Dollars ($ 1151,ICIIP. 1 1p)
ont 11.ui-10oM1e Silo C&Ilmrs
and the Undersigned agrees to bed by all documents comprising the Contract Documents as defined in the
Contract The Undersigned declares that it has carefully examined the site(s) of the work, the Contract
Documents,and forms. Submission of this Bid shall be conclusive evidence that the Undersigned has investigated
and is satisfied as to the condition to be encountered, as to the character, quality and scope of work to be
performed,the quantities of materials to be furnished,and as to the requirement of the Contract Documents.
Accompanying herewith is a Bid Security which is equal to ten percent(10%) of the total amount of the Bid.
1
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 5 1 r' a
BID SCHEDULE
SCOFFINS ST.SEWER,TERRACE TRAILS AND BRIDGEPORT STORM LINE REHABILITATION
Item
No Description Quantity Unit Unit Price Item Total
GENERAL
1 Mobilization(00210) 1 LUMP SUM $���o� "� $ $
2 Temporary Protection and Direction 1 LUMP SUM $ $ '00
of Traffic(00225) g�5�� 6�5 DD
Erosion Control and Cleanup ,
3 (00280) 1 LUMP SUM $�� 01D,00 $3i iQC�'ov
4 Service Line Reconnections(00412) 12 EACH $0q00,00 $
5 Sewer Video Inspection(00415)- 1,326 LINEAL $+ a5 $ 1'(P51. 5C
FOOT
6 CIPP Liner, 8 inch(00412) 506 LINEAL $53.15 $' '' 593 0
FOOT � �
7 CIPP Liner, 12 inch(00412) LINEAL $
( ) 487 FOOT .-7b
8 CIPP Liner, 18 inch(00412) 333 LINEAL $ $al 30(,-'ObFOOT
9 18" Culvert Invert Repair 200 LINEAL $ 40 D $6.00 ' 00
FOOT
10 Extra Work As Authorized $20,000.00
Bid Total $ 31.0f (p
�N cg&kd, ON-h i t&es"ed And 1100 Dollars
ni s
Bid Total in Words
.... .........
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 6 i' w
The Undersigned agrees,if awarded the Contract, to execute and deliver to the City of Tigard,within ten (10)
days after receiving the Contract forms,a satisfactory Performance Bond and a satisfactory Payment Bond each
in an amount equal to one hundred percent(100%) of the Contract sum,using the forms provided by the City.
The surety ies requested to issue the Performance Bond and Payment Bond will be
9 . The Undersigned hereby authorizes said surety(ies)
company(ies) to disclose ani information to the City concerning the Undersigned's ability to supply a
Performance Bond and Payment Bond each in the amount of the Contract.
The Undersigned further agrees that the Bid Security accompanying the Bid is left in escrow with the City;that
the amount thereof is the measure of liquidated damages which the City will sustain by the failure of the
Undersigned to execute and deliver the above-named Agreement Form,Performance Bond,and Payment Bond,
and that if the Undersigned defaults in either executing the Agreement Form or providing the Performance Bond
and Payment Bond within ten (10) days after receiving the Contract forms,then the Bid Security may become
the property of the City at the City's option;but if the Bid is not accepted within sixty (60) days of the time set
for the opening of the Bids, or if the Undersigned executes and timely delivers said Agreement Form,
Performance Bond,and Payment Bond,the Bid Security shall be returned.
The Undersigned certifies that: (1) This Bid has been arrived at independently and is being submitted without
collusion with and without any agreement,understanding,or planned common course of action with any other
vendor of materials, supplies, equipment, or services described in the solicitation documents designed to limit
independent Bidding or competition; and (2) The contents of the Bid have not been communicated by the
Undersigned or its employees or agents to any person not an employee or agent of the Undersigned or its surety
on any bond furnished with the Bid and will not be communicated to such person prior to the official opening
of the Bid.
The Undersigned HAS ❑HAS NOT (check applicable status)paid unemployment or income taxes in Oregon
within the past 12 months and4 HAS ❑ HAS NOT (check applicable status)a business address in Oregon.
The Undersigned X HAS ❑ HAS NOT (check applicable status) complied with any Affirmative Action
Requirements included within the procurement documents.
The Undersigned agrees, if awarded a Contract, to comply with the provisions of ORS 279C.800 through
279C.870 pertaining to the payment of the prevailing rates of wage.
The Undersigned's CCB registration number is Ctt Of Z 12,`�.�j �j with an expiration date of
I ( /z f Z-0 i.0 . As a condition to submitting a Bid, a Contractor must be registered with the Oregon
Construction Contractors Board in accordance with ORS 701.035 to 701.055, and disclose the registration
number. Failure to register and disclose the number will make the Bid unresponsive and it will be rejected unless
contrary to federal law. The Undersigned further certifies that Undersigned shall provide proof to the City prior
to the beginning of any of the work that the Undersigned has filed a public works bond with a corporate surety
in the amount of$30,000 with the Construction Contractors Board as required under Oregon PXX'R law.
The successful Bidder hereby certifies that all subcontractors who will perform construction work as described
in ORS 701.005(2)were registered with the Construction Contractors Board in accordance with ORS 701.035 to
701.055 at the time the subcontractor(s)made a Bid to work under the Contract.
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 7
The successful Bidder hereby certifies that,in accordance with the Worker's Compensation Lay. of the State of
Oregon, its V7 orker's Compensation Insurance provider is i -ink , Policy No.
17 ,and that Undersigned shall submit Certificates of Insurance as required.
Name of Company: D- YAkn Emiiron YYlOwlaA racy-yic S LLC_
Company Address: 2)1'LU• Mc&'%1Chv-i ' �-
O-1 U Z
Federal Tax ID: 41'"Z OS 0 06
Telephone: 5U3- 3�6 3— 'i5 L- \-2—
Email:
Email: \4 3 CbQs FZq("D, u CO-\bo cc,rn
I attest that I have the authority to commit the firm named above to this Bid amount and acknowledge that the
firm meets the qualifications necessary to perform this Work as outlined in the Invitation to Bid. I understand
that I will be required to provide necessary information to verify that the firm meets these qualifications if
selected for the subsequent Contract.
Authorized Signature:
Printed Name&Title: Ma.rantl& Las lieu - of s e[e i4 t11nn►h/�.i� Mr�
Date: 25s 2-0101
Payment information will be reported to the IRS under the name and federal taxpayer ID number provided
above. Information not matching IRS records or not provided to the City could subject the successful
Contractor to a twenty eight percent(28%) backup withholding.
i
.................
2019 ITB-Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 8 1 s' t
SCOPE FOR BID SCHEDULE
Measurement and payment for all Work shown or specified herein will be made on a unit or lump sum price basis
in accordance with the prices set forth in the Bid Schedule for individual items of Work. Contractor shall make
a careful assessment when preparing the Bid.
The items listed below refer to and are the same pay items listed in the Bid Schedule. They constitute all of the
pay items for the completion of the Work. No direct or separate payment will be made for providing
miscellaneous temporary or accessory services or all other items not specifically named in specific Bid item
description and needed for prosecution of the Work, and all other requirement of the Contract Documents.
Compensation for all such services,things and materials shall be included in the prices stipulated for the lump
sum and unit price pay items listed herein.
The prices stated in the Bid Schedule,include overhead and profit and all costs and expenses for bonds,insurance,
taxes,labor, equipment,materials, commissions, transportation charges and expenses,patent fees and royalties,
labor for handling materials during inspection,together with any and all other costs and expenses for performing
and completing the Work, complete and in place, as shown on the Plans and specified herein. The basis of
payment for an item at the lump sum or unit price shown in the Bid Schedule shall be in accordance with the
description of that item in this Section.
BID ITEM DESCRIPTIONS
Following are the measurement and payment descriptions for the various Bid items included in the Scoffins St
Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation.
Descriptions reference and/or modify sections of the 2018 Oregon Standard Specifications for Construction
where applicable.
BID ITEM NO.1 MOBILIZATION
Measurement shall be on a lump sum(LS)basis per Section 00210.80 of the Standard Specifications.
Payment shall be per Section 00210.90 of the Standard Specifications, including all preparatory work and
operations necessary for the movement of personnel,equipment,materials and incidentals to the project site and
for all other costs incurred before the beginning of work as well as any other work included in the Contract
Documents which is not specifically listed in other Bid items.
The amounts paid for mobilization in the Contract progress payment will be based on the percentage of the
Original.Contract amount that is earned from other Contract items.
When 5%is earned,either 50%of the amount for mobilization or 5%of the original Contract amount,whichever
is the least.
When 10%is earned,either 100%of mobilization or 10%of the original Contract amount,whichever is the least.
When all work is completed,amount of mobilization exceeding 10%of the original Contract amount
This schedule of mobilization progress payments will not limit or preclude progress payments otherwise provided
by the Contract
BID ITEM NO.2 TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC
Measurement shall be on a lump sum(LS)basis.
Payment shall be per Section 00225.90(b)of the Standard Specifications,including all labor,equipment,materials
and all other miscellaneous incidentals and work necessary for installing,maintaining,and removing all necessary
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 9 1 Page
traffic control measures. Specific requirements include furnishing traffic control delineators (barricades, cones,
drums,tubular markers,etc.),construction signage,pedestrian access signage and pedestrian access fencing. Bid
Item also includes setup and removal of signage and delineators as many times as is required by construction
sequencing. See Traffic Control plans for limited night work hours. If Contractor alters included Traffic Control
Plans,Contractor shall furnish revised Traffic Control Plans to the Oregon Dept. of Transportation standards,
which will include vehicular and pedestrian routing. Necessary traffic control measures include, but are not
limited to:temporary signage,temporary delineators,and temporary pedestrian fencing.
BID ITEM NO.3 EROSION CONTROL AND CLEANUP
Measurement shall be on a lump sum(L.S)basis per Section 00280.80 of the Standard Specifications.
Payment shall be on a lump sum basis including all labor, equipment, materials, and all other miscellaneous
incidentals and work necessary to install and maintain all erosion control measures required including,but not
limited to,those shown on the Plans,maintain the project site daily,daily street sweeping of work area if sediment
is tracked onto paved surfaces, inlet protection and sediment fence installation and maintenance. Work also
includes weekly cleanup and disposal of construction debris and waste materials,weekly cleanup of the debris
captured by sediment controls, replacement during the project when necessary or directed, and removal of all
erosion control items at the completion of the project
BID ITEM NO.4 SEWER LINE RECONNECTIONS
Measurement shall be on a per each(EA) basis.
Payment shall include all labor, equipment, materials, fittings and all other miscellaneous incidentals and work
necessary for re-establishing sanitary sewer lateral connections to the 8-inch sewer mainline following installation
of the CIPP liner.
BID ITEM NO.5 SEWER VIDEO INSPECTION
Comply with Section 00415 of the Standard Specifications and as modified in the Special Provisions.
Measurement shall be on a per lineal foot basis (LF)basis.
Payment shall include all labor,equipment,materials,and all other miscellaneous incidentals and work necessary
for performing video inspection of the existing 8" sewer pipe. Lineal footage listed shall account for providing
both the pre-installation and post-installation videos (i.e. 1 LF includes 1 if of pre-installation video and 1 if of
post-installation video).
Cleaning of the existing sewer pipe prior to performing video operations shall be the contractor's responsibility.
No additional payment will be made for supplemental video inspection requested by the City to re-examine the
new liner due to required repairs of wrinkles,inadequate seals,etc.
BID ITEM NO.6,7,8 CIDP LINER,8-INCH,12-INCH,18-INCH
Comply with Section 00412 of the Standard Specifications and as modified in the Special Provisions.
Measurement shall be on a per lineal foot basis (LF)basis.
Payment shall include all labor,equipment,materials,and all other miscellaneous incidentals and work necessary
for providing and installing a resin-impregnated fabric tube pulled-in-place through the existing 8-inch sanitary
sewer pipe.
BID ITEM NO.9 181,CULVERT INVERT REPAIR
Measurement shall be on a per lineal foot basis (LF)basis.
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 10 g e
Payment shall include all labor,equipment,materials,and all other miscellaneous incidentals and work necessary
to repair an eroded culvert invert to facilitate CIDP liner installation. Contractor to fill in eroded invert to closely
match invert of fully intact pipe. Methods to repair shall include grouting or other alternative approved by City.
BID ITEM NO. 10 EXTRA WORK AS AUTHORIZED
Extra Work as Authorized Bid includes labor, equipment and materials to perform additional work as directed
by the Engineer. Bid item amount pre-determined by City.
Measurement and payment of work under this Bid item shall be on a negotiated basis between the Contractor
and Engineer agreed upon prior to the work being performed.No work under this Bid item shall be paid unless
authorized in writing by the Engineer.
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 111 P a g c
ATTACHMENT C—ACKNOWLEDGMENT OF ADDENDA
CITY OF TIGARD
SCOFFINS ST.SEWER,TERRACE TRAILS AND BRIDGEPORT STORM LINE REHABILITATION
I/WE HAVE RECEIVED THE FOLLOWING ADDENDA:
If none received w to `None Received"
1. P eCe iyrj 3.
2. 4.
Date
Signature of Proposer
Title
oC rporate Name
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 12 E'
ATTACHMENT D-BID CERTIFICATION
CITY OF TIGARD
SCOFFINS ST.SEWER,TERRACE TRAILS AND BRIDGEPORT STORM LINE REHABILITATION
Non-discrimination Clause
The Bidder agrees not to discriminate against any client,employee or applicant for employment or for services,
because of race, color, religion, sex, national origin, handicap or age with regard to, but not limited to, the
following: employment upgrading, demotion or transfer; recruitment or recruitment advertising; layoffs or
termination;rates of pay or other forms of compensation;selection for training;rendition of services. It is further
understood that any contractor who is in violation of this clause shall be barred from receiving awards of any
purchase order or Bidder from the City,unless a satisfactory showing is made that discriminatory practices have
terminated and that a recurrence of such acts is unlikely.
Agreed by:
Firm Name: 5AIk �
Address:
5a1-e--, 04 , Y Zo Z
Officer's signature:
Type or print officer's name: ��
_._.............
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 13 !'
ATTACHMENT E—FIRST TIER SUBCONTRACTOR DISCLOSURE FORM
CITY OF TIGARD
SCOFFINS ST.SEWER,TERRACE TRAILS AND BRIDGEPORT STORM LINE REHABILITATION
BID#: CIP 2019-93003.94001;94040 CLOSING:Date: February 28,2019 Time:2:0012m
This form must be submitted at the location specified in the.:advertisement for Bids on the advertised Bid closing
date and within two working hours after the advertised Bid closing time.
List below the name of each subcontractor that will be furnishing labor or will be furnishing labor and materials
and that is required to be disclosed,the category of work that the subcontractor will be performing and the dollar
value of the subcontract. Enter "NONE" if there are no subcontractors that need to be disclosed. (ATTACH
ADDITIONAL SHEETS IF NEEDED).
NAME DOLLAR VALUE CATEGORY OF WORK
1) 8612 6lo !` $ Glewn er rU
tl
2) $
3) $
4) $
Failure to submit this form by the disclosure deadline will result in a nonresponsive Bid. A nonresponsive Bid
will not be considered for award.
Form submitted by(Bidder name):
Contact name: /7 �(�/��i, �' Phone #: 3---3.93-- �l
.................
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 14 1 i' .t
Bot%No LSAA1034492
ATW.cum-NT F—Btri,BOND
r—PI-Y 3F TIGA2D
ScoFmNs ST.SmER,TERRkcri,TRAIMIS&ND BRMG P0 T STO j N HA
IV R RW LINE RjTtIAT101v,
Wc, Gortan Environmental Services,LLC as"PrincqmL"
(Nine of Plincrpab
md RLI Insuranm Company aa IdInom Corp 7;rm:L)ii.
;Name Of ST.mety)
MILhoii.'ed to trar-sact Sutety busiiess in th(: State 1.4 Ofegoll, as ':urety her.;b. Iv -0indy and serctUy 1)ind
OUrSLIVCS,OUr i-CS,MeCtivz12cin.. Jild assigris to pa} unto the Cip. L-c'1*vd.
C'O t1hgec")the suri-1.U f UP/.of the amount bid
j h - and 011 Duffits
WIMEJUEAS. Ic condition of t1kc oUp
gntion.of this boild is the 11'rincipal has subtnitted a Bid to the Obhgrt-in
Z1.
±espoise to 01J]47vet'� soli citatiin Eut rhc!'tlect Id,:;nfificd as ScOffirts St. 'L,'cwc4 1 crace Trails alid Bndgrcpr�ft
lztortn Lw.L IlLhabl tatior. which LIM is made -i part�%f this bond by mfr-rcnc,-,and-prin(ji,al is-rc-4-c1tc;d to fimiLffi
Bid sccurtqm in an amc,unr cqual to ter-pcz:.xnt of the cot'll.amourt of the Bid pursuant ramt to the solic=tion
cloc'=crit.
N010,THF-11E.FG-RE,if d-te Bid.submiacd by Pi aicipal is accepted,mid it"R Conttixt purs-:.mn-c to tll-- NO is
aw-zd--d to'Pr=*,andif P'irzq-d cmtryinto and e7,-erijtes such Coritt:ta within the time qlfrx"ficd in eac said
dc,cumei-as ,and dch,,.Ietb to 0bligcc its g,-)ud and suffii-tent Ft=forrmnce Bond and Pavracmt Bond required-x,-
UJigre,%iihin th,-time fivet-i by Chbligec,fficri Nc;f)blii�,itinn sbA be void:othelwlc;,it sbaU w-.min in full G vrcc'
and e-Fect
11-1 WITMISS W11MRIE.013,-,,,e:Lrj v e caum.,d this instrarnerl to 1w c:-wcutud.widl scalcd by otit L[Ldy q-L1tI1Utij,�-'('J
legal rcpt,---44c4ntj v—U5 this 28th Clay cf Febrvary 2019
FRUNCI -I,, Spaitan Environmental SerAm,LLC t3'JLTRETY- RJ Insuraom Company
By- B V i'11"i ORNEY-IN., :T
turc Jason gmsuf
lz,�.c
Pruited amne itis Feinted Namc
signatute
PO Box 3967
OFFICIAL STAMP Addre,;.-
MARAMDA(NONE LASKEY
NOTAFry pUSUC-OREGON
COMMISSION NO.957017 Peoria, IL 61612
My MISMON WIRES NOVIMSER 30,2020 City State 1
'019 1'1'b—S,:uEzis'0"t Sever,Terrace Trails and Btidgeputt Stotta Line RcLrtbilitation
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ATTACHMENT G-PUBLIC IMPRovEMENT CONTRACT
PWR COVERED PROJECT
CITY OF TIGARD
SCOFFINS ST.SEWER,TERRACE TRAILS AND BRIDGEPORT STORM LINE REHABILITATION
THIS CONTRACT,made and entered into this 27`h day of March, 2019,by and between the City of
Tigard, a municipal corporation of the State of Oregon, hereinafter called "City" and Spartan
Environmental Services LLC hereinafter called "Contractor", duly authorized to perform such services
in Oregon.
RECITALS
WHEREAS, the City requires services which Contractor is capable of providing, under terms and
conditions hereinafter described;and
WHEREAS,time is of the essence in this contract and all work under this contract shall be completed
within the time period stated in the Contract Documents;
THEREFORE, in consideration of the promises and covenants contained herein, the parties hereby
agree as follows:
TERMS OF AGREEMENT
1. Services
Contractor's services under this Agreement shall consist of the following:
A. Mobilization,traffic control,erosion and sediment control.
B. TV Video Inspection
C. Culvert Invert Repair
D. 8"CIPP Installation—506 lineal feet.
E. 12"CIPP Installation—487 lineal feet.
F. 18"CIPP Installation—333 lineal feet.
G. Service line connections
H. Performance of extra work as called for by the specifications and plans.
2. Contract Documents
The Contractor is hereby bound to comply with all requirements of the Contract Documents
prepared by the City and performance pertaining to this Agreement,in the City of Tigard, Oregon,
and by this reference made a part hereof to the same legal force and effect as if set forth herein in
full.
3. Compensation
A. City agrees to pay Contractor One Hundred Thirty-One One Hundred Ninety-Five and 89/100
Dollars ($131,195.89) for performance of those services provided herein.
B. City certifies that sufficient funds are available and authorized for expenditure to finance costs of
this Contract during the current fiscal year. Funding in future fiscal years shall be contingent
upon budgetary approval by the Tigard City Council.
Vi
4. Early Termination
A. This Agreement may be terminated without cause prior to the expiration of the agreed upon term
by mutual written consent of the parties and for the following reasons:
1) If work under the Contract is suspended by an order of a public agency for any reason
considered to be in the public interest other than by a labor dispute or by reason of any third
party judicial proceeding relating to the work other than a suit or action filed in regard to a
labor dispute;or
2) If the circumstances or conditions are such that it is impracticable within a reasonable time
to proceed with a substantial portion of the Contract.
B. Payment of Contractor shall be as provided by ORS 279C.660 and shall be prorated to and
include the day of termination and shall be in full satisfaction of all claims by Contractor against
City under this Agreement.
C. Termination under any provision of this paragraph shall not affect any right,obligation,or liability
of Contractor or City which accrued prior to such termination.
5. Cancellation with Cause
A. City may terminate this Agreement effective upon delivery of written notice to Contractor,or at
such later date as may be established by City,under any of the following conditions:
1) If City funding from federal, state, local, or other sources is not obtained and continued at
levels sufficient to allow for the purchase of the indicated quantity of services. This
,agreement may be modified to accommodate a reduction in fiznds,
2) If Federal or State regulations or guidelines are modified, changed,or interpreted in such a
way that the services are no longer allowable or appropriate for purchase under this
Agreement,
3) If any license or certificate required by law or regulation to be held by Contractor, its
Subcontractors,agents,and employees to provide the services required by this Agreement is
for any reason denied,revoked,or not renewed,or
4) If Contractor becomes insolvent,if voluntary or involuntary petition in bankruptcy is filed by
or against Contractor, if a receiver or trustee is appointed for Contractor, or if there is an
assignment for the benefit of creditors of Contractor.
Any such termination of this Agreement under paragraph (A) shall be without prejudice to any
obligations or liabilities of either party already accrued prior to such termination.
B. City,by written notice of default(including breach of Contract)to Contractor,may terminate the
whole or any part of this Agreement:
1) If Contractor fails to provide services called for by this Agreement within the time specified
herein or any extension thereof,or
2) If Contractor fails to perform any of the other provisions of this Agreement, or so fails to
pursue the work as to endanger performance of this Agreement in accordance with its terms,
and after receipt of written notice from City,fails to correct such failures within ten(10) days
or such other period as City may authorize.
The rights and remedies of City provided in the above clause related to defaults(including breach
of Contract) by Contractor shall not be exclusive and are in addition to any other rights and
remedies provided by law or under this Agreement.
If City terminates this Agreement under paragraph(B), Contractor shall be entitled to receive as
full payment for all services satisfactorily rendered and expenses incurred,an amount which bears
the same ratio to the total fees specified in this Agreement as the services satisfactorily rendered
by Contractor bear to the total services otherv-ise required to be performed for such total fee;
pro-vided,that there shall be deducted from such amount the amount of damages,if any,sustained
by City due to breach of Contract by Contractor. Damages for breach of Contract shall be those
allowed by Oregon law,reasonable and necessary attorney fees, and other costs of litigation at
trial and upon appeal.
6. Force Majeure
Neither City nor Contractor shall be considered in default because of any delays in completion of
responsibilities hereunder due to causes beyond the control and without fault or negligence on the
part of the party so disenabled,including,but not restricted to,an act of God or of a public enemy,
volcano, earthquake, fire, flood, epidemic,quarantine,restriction,area-wide strike, freight embargo,
unusually severe weather or delay of Subcontractor or suppliers due to such cause;provided that the
party so disenabled shall within ten(10) days from the beginning of such delay,notify the other party
in writing of the causes of delay and its probable extent. Such notification shall not be the basis for
a claim for additional compensation. Each party shall,however,make all reasonable efforts to remove
or eliminate such a cause of delay or default and shall,upon cessation of the cause,diligently pursue
performance of its obligation under Contract.
7. Nonwaiver
The failure of the City to insist upon or enforce strict performance by Contractor of any of the terms
of this Contract or to exercise any rights hereunder shall not be construed as a waiver or
relinquishment to any extent of its right to assert or rely upon such terms or rights on any future
occasion.
S. Attorney's Fees
In case suit or action is instituted to enforce the provisions of this contract,the parties agree that the
losing party shall pay such sum as the Court may adjudge reasonable attorney's fees and court costs
including attorney's fees and court costs on appeal.
9. Governing Law
The provisions of this Agreement shall be construed in accordance with the provisions of the laws
of the State of Oregon. Any action or suits involving any questions arising under this Agreement
must be brought in the appropriate court of the State of Oregon.
10. Indemnification
Contractor agrees to indemnify and defend the City,its officers,agents and employees and hold them
harmless from any and all liability,causes of action,claims,losses,damages,judgments or other costs
or expenses including attornej s fees and witness costs and(at both trial and appeal level,whether or
not a trial or appeal ever takes place) that may be asserted by any person or entity which in any way
arise from, during or in connection with the performance of the work described in this Contract,
except liability arising out of the sole negligence of the City and its employees. If any aspect of this
indemnity shall be found to be illegal or invalid for any reason whatsoever,such illegality or invalidity
shall not affect the validity of the remainder of this indemnification.
11. Insurance
Contractor shall maintain insurance acceptable to City in full force and effect throughout the term of
this Contract. Such insurance shall cover all risks arising directly or indirectly out of Contractor's
activities or work hereunder, including the operations of its Subcontractors of any tier. Such
insurance shall include provisions that such insurance is primary insurance with respect to the
interests of City and that any other insurance maintained by City is excess and not contributory
insurance with the insurance required hereunder.
The policy or policies of insurance maintained by the Contractor shall provide at least the following
limits and coverages:
A. Commercial General Liability Insurance: Contractor shall obtain, at contractor's expense,
and keep in effect during the term of this Contract,Comprehensive General Liability Insurance
covering Bodily Injury and Property Damage on an "occurrence" form (CG 2010 1185 or
equivalent). This coverage shall include Contractual Liability insurance for the indemnity
provided under this Contract. The following insurance will be carried:
Coverage Limit
General Aggregate $2,000,000
Products-Completed Operations Aggregate $1,000,000
Personal&Advertising Injury $1,000,000
Each Occurrence $1,000,000
Fire Damage (Any one fire) $50,000
B. Commercial Automobile Insurance: Contractor shall also obtain, at Contractor's expense,
and keep in effect during the term of the Contract,"Symbol l"Commercial Automobile Liability
coverage including coverage for all owned,hired,and non-owned vehicles.The Combined Single
Limit per occurrence shall not be less than$2,000,000.
C. Workers' Compensation Insurance: The Contractor, its Subcontractors, if any, and all
employers providing work,labor or materials under this Contract are subject employers under
the Oregon Workers' Compensation Law and shall comply with ORS 656.017,which requires
them to provide workers' compensation coverage that satisfies Oregon law for all their subject
workers. Out-of-state employers must provide Oregon workers' compensation coverage for
their workers who work at a single location within Oregon for more than 30 days in a calendar
year. Contractors who perform work without the assistance or labor of any employee need not
to obtain such coverage." This shall include Employer's Liability Insurance with coverage limits
of not less than$1,000,000 each accident.
D. Additional Insured Provision: The City of Tigard, Oregon, its officers, directors, and
employees shall be added as additional insureds with respect to this contract. All Liability
Insurance policies will be endorsed to show this additional coverage.
E. Insurance Carrier Ratins*: Coverage provided by the Contractor must be underwritten by an
insurance company deemed acceptable by the City. The insurance carrier shall have a minimum
of an ANI Best Rating"A"with a financial strength of VII or better. The City reserves the right
to reject all or any insurance carrier(s)with an unacceptable financial rating.
F. Certificates of Insurance: A copy of each insurance policy, certified as a true copy by an
authorized representative of the issuing insurance company, or at the discretion of City,in lieu
thereof, a certificate in form satisfactory to City certifying to the issuance of all such insurance
provisions of this Contract shall be forwarded to:
City of Tigard
Attn: Office of Contracts and Purchasing
13125 SW Hall Blvd
Tigard,Oregon 97223
Such policies or certificates must be delivered prior to commencement of the work and no
Contract shall be effected until the required certificates have been received and approved by the
City. Ten days cancellation notice shall be provided City by certified mail to the name at the
address listed above in event of cancellation or non-renewal of the insurance.A renewal certificate
will be sent to the above address 10 days prior to coverage expiration. The procuring of such
required insurance shall not be construed to limit Contractor's liability hereunder.
Notwithstanding said insurance, Contractor shall be obligated for the total amount of any
damage,injury,or loss connected with this Contract.
G. Primary Coverage Clarification: All parties to this contract hereby agree that the contractor's
coverage will be primary in the event of a loss.
H. Cross-Liability Clause: A cross-liability clause or separation of insureds clause will be included
in all general liability,and pollution policies required by this Contract.
12. Method and Place of Giving Notice, Submitting Bills and Maldng Payments
All notices,bills and payments shall be made in writing and may be given by personal delivery or by
email. Notices,bills and payments sent by email should be addressed as follows:
CITY OF TIGARD SPARTAN ENVIRONMENTAL SERVICES LLC
Attn: Andrew Newbury Attn: KC Scharf
Address: 13125 SW Hall Boulevard Address: 2424 McGilchrist Rd
Tigard,Oregon 97223 Salem OR 97302
Phone: (503) 718-2472 Phone: (503) 383-8412
Email: andrewig ta,ti�d-or.g_ov Email: kscharf89@yah o.com
and when so addressed, shall be deemed given upon deposit in the United States mail, postage
prepaid. In all other instances,notices,bills and payments shall be deemed given at the time of actual
delivery. Changes may be made in the names and addresses of the person to whom notices,bills and
payments are to be given by giving written notice pursuant to this paragraph. Invoices shall list each
project separately with work completed and amount due for each.
13. SeverabiW
In the event any provision or portion of this Agreement is held to be unenforceable or invalid by any
court of competent jurisdiction,the remainder of this Agreement shall remain in full force and effect
and shall in no way be affected or invalidated thereby.
14. Comtilete Agreement
This Agreement constitutes the entire Agreement between the parties. No waiver, consent,
modification,or change of terms of this Agreement shall bind either party unless in writing and signed
by both parties. Such waiver, consent, modification, or change if made, shall be effective only in
specific instances and for the specific purpose given. There are no understandings,agreements, or
representations, oral or written, not specified herein regarding this Agreement. Contractor, by the
signature of its authorized representative, hereby acknowledges that he has read this Agreement,
understands it and agrees to be bound by its terms and conditions.
IN WITNESS WHEREOF, City has caused this Agreement to be executed by its duly authorized
undersigned officer and Contractor has executed this Agreement on the date hereinabove first written.
Approved by Tigard's Local Contract Review Board at their March 26,2019 business meeting.
CITY OF TIGARD SPARTAN ENVIRONMENTAL SERVICES
LLC ,
Signature Signature
Date Date
ATTACHMENT H—PERFORMANCE BOND
PUBLIC IMPROVEMENT CONTRACT
CITY OF TIGARD
SCOFFINS ST.SEWER,TERRACE TRAILS AND BRIDGEPORT STORM LINE REHABILITATION
Bond Number: 2175621
Project Name: PWR Covered Project
North American Specialty.Insurance Company (Surety#1) Bond Amount No. 1: $ 131.195.89
(Surety#2)* Bond Amount No.2:* $
*If using multiple sureties Total Penal Sum of Bond: $ 131,195.89
We, Spartan Environmental Services, LLC as Principal, and the above identified
Surety(ies),authorized to transact surety business in Oregon,as Surety,hereby jointly and severally bind
ourselves,our respective heirs,executors,administrators,successors,and assigns fim-dy by these presents
to pay unto the City of Tigard, a municipality of the State of Oregon, the sum of(total Penal Sum of
Bond) One Hundred Thirty One Thousand One Hundred Ninety Five and 89/100— (Provided,
that we the Sureties bind ourselves in such sum"jointly and severally"as well as"severally"only for the
purpose of allowing a joint action or actions against any or all of us,and for all other purposed each Surety
binds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth
opposite the name of such Surety),and
WHEREAS,the Principal has entered into a Contract with the City of Tigard,the plans,specifications,
terms,and conditions of which are contained in the above-referenced project solicitation;
WHEREAS, the terms and conditions of the Contract, together with applicable plans, standard
specifications, special provisions, schedule of performance,and schedule of Contract Prices, are made a
part of this Performance Bond by reference,whether or not attached to the Contract(all hereafter called
"Contract');and
WHEREAS,the Principal has agreed to perform the Contract in accordance with the terms,conditionsy
requirements,plans,and specifications, and all authorized modifications of the Contract which increase
the amount of the work, the amount of the Contract, or constitute an authorized extension of the time
for performance,notice of any such modifications hereby being waived by the Surety:
NOW, THEREFORE, THE CONDITION OF THIS BOND IS SUCH that if the Principal
herein shall faithfully and truly observe and comply with the terms of the Contract and performs the
Contract within the time prescribed by the Contract, then this obligation is null and void; otherwise it
shall remain in full force and effect. If the Contractor is declared by City to be in default under the
Contract,the surety shall promptly remedy the default,perform all of Contractor's obligations under the
Contract in accordance with its terms and conditions and pay to City all damages that are due under the
Contract. This obligation jointly and severally binds the Contractor and surety and their respected heirs,
executors, administrators, and successors. Nonpayment of the bond premium shall not invalidate this
bond nor shall the City of Tigard be obligated for the payment of any premiums.
Said surety for value received, hereby stipulates and agrees that no change,extension of time,alteration,
or addition to the terms of the Contract, or the Work to be performed thereunder,or the specifications
accompanying the same shall in anywise affect its obligations on this bond, and it does hereby waive
notice of any such change,extension of time,alteration,or addition to the terms of the Contract or to the
Work or to the specifications.
This Performance Bond shall also guarantee the subject project against defects in materials or
workmanship for a period of one(1)year from the date of written Substantial Completion acceptance of
the subject project by the City of Tigard.
IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED
AND SEALED BY OUR DULY AUTHORIZED LEGAL REPRESENTATIVES.
Dated this 1st day of April 2019
PRINCIPALSpartan Environmental Services. LLC
By�P
Signature
t Cf
Printed Name Title
Attest•.`'/ Iy�/�1
SURETY: North American Specialty Insurance Company
(Add signatures for each surety if using mu1*1e bonds)
BY ATTORNEY-IN-FACT:
(Power-of-Attorney must accompany each surety bond)
Jamie Stroh
Name
Sign tur
601 Union Street, Suite 1000
Address
Seattle WA 98101
City State Zip
913-676-5200 877-678-5843
Phone Fax
ATTACHMENT I—PAYMENT BOND
PUBLIC IMPROVEMENT CONTRACT
CITY OF TIGARD
SCOFFINS ST.SEWER,TERRACE TRAILS AND BRIDGEPORT STORM LINE REHABILITATION
Bond Number: 2175621
Project Name: PWR Covered Project
North American Specialty Insurance Company(Surety#1) Bond Amount No. 1: $ 131,195.89
(Surety#2)* Bond Amount No.2:* $
*If using multiple sureties Total Penal Sum of Bond: $ 131,195.89
We, Spartan Environmental Services, LLC as Principal, and the above identified
Surety(ies),authorized to transact surety business in Oregon,as Surety,hereby jointly and severally bind
ourselves,our respective heirs,executors,administrators,successors,and assigns firmly by these presents
to pay unto the City of Tigard, a municipality of the Stare of Oregon, the sum of(total Penal Sum of
Bond) One Hundred Thirty One Thousand One Hundred Ninety Five and 89/100— (Provided
that we the Sureties bind ourselves in such sum"jointly and severally"as well as "severally"only for the
purpose of allowing a joint action or actions against any or all of us,and for all other purposed each Surety
binds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth
opposite the name of such Surety),and
WHEREAS,the Principal has entered into a Contract with the City of Tigard, the plans,specifications,
terms,and conditions of which are contained in above-referenced project solicitation;
WHEREAS, the terms and conditions of the Contract, together with applicable plans, standard
specifications, special provisions, schedule of performance,and schedule of Contract Prices, are made a
part of this Payment bond by reference, whether or not attached to the Contract (all hereafter called
"Contract');and
WHEREAS,the Principal has agreed to perform the Contract in accordance with the terms,conditions,
requirements, plans, and specifications, and schedule of Contract Prices which are set forth in the
Contract and any attachments, and all authorized modifications of the Contract which increase the
amount of the work, or the cost of the Contract, or constitute authorized extensions of time for
performance of the Contract,notice of any such modifications hereby being waived by the Surety:
NOW,THEREFORE,THE CONDITION OF THIS BOND IS SUCH that if the Principal shall
faithfully and truly observe and comply with the terms,conditions,and provisions of the Contract,in all
respects,and shall well and truly and fully do and perform all matters and things to be performed under
said Contract and any duly authorized modifications that are made,upon the terms set forth therein,and
within the time prescribed therein, or as extended therein as provided in the Contract,with or without
notice to the Sureties, and shall indemnify and save harmless the City of Tigard its officers, agents, and
employees against any claim for direct or indirect damages of every kind and description that shall be
suffered or claimed to be suffered in connection with or arising out of the performance of the Contract
by the Contractor or its subcontractors,and shall promptly pay all persons supplying labor, materials,or
both to the Principal or its subcontractors for prosecution of the work provided in the Contract;and shall
promptly pay all contributions due the State Industrial Accident Fund and the State Unemployment
Compensation Fund from the Principal or its subcontractors in connection with the performance of the
Contract,and shall pay over to the Oregon Department of Revenue all sums required to be deducted and
retained from the wages of employees of the Principal and its subcontractors pursuant to ORS 316.167,
and shall permit no lien nor claim to be filed or prosecuted against the City on account of any labor or
materials furnished;and shall do all things required of the Principal by the laws of the State of Oregon,
then this obligation shall be void;otherwise,it shall remain in full force and effect.
Nonpayment of the bond premium will not invalidate this bond nor shall the City of Tigard be obligated
for the payment of any premiums.
IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED
AND SEALED BY OUR DULY AUTHORIZED LEGAL REPRESENTATIVES.
Dated this 1st day of April 2019
PRINCIPAL: Spartan Environmental Services, LLC
By:
Signature r
Printed Name, Title
Attest:
--�"
SURETY: North American Specialty Insurance Company
(Add.signatures for each.surety if using multiple bonds)
BY ATTORNEY-IN-FACT:
(Power-of-Attorney must accompany each surety bond)
Jamie Stroh
Name
Fllu'�
Si
601 Union Street, Suite 1000 _
Address
Seattle WA 98101
City State Zip
913-676-5200 877.678.5843
Phone Fax
SWISS RE CORPORATE SOLUTIONS
NORTH AMERICAN SPECIALTY INSURANCE COMPANY
WASHINGTON INTERNATIONAL INSURANCE COMPANY
GENERAL POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under
laws of the State of New Hampshire,and having its principal office in the City of Overland Park,Kansas,and Washington International Insurance
Company,a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Overland
Park,Kansas,each does hereby make,constitute and appoint:
KATHLEEN M.MITCHELL,SCOTT C.ALDERMAN,TIMOTHY S.BUHITE,DEBBIE LINDSTROM,JOHN DRUMMEY,JR.,
PEGGY A.FIRTH,JAMIE STROH,and BRANDI HEINBAUGH
JOINTLY OR SEVERALLY
Its true and lawful Attomey(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings
obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by
law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the
amount of: TEN MILLION($10,000,000.00)DOLLARS
This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of
Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held
on the 9th of May,2012:
"RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President,
the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named
in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them
hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is
FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any
certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be
binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached."
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a YYY iia: By <tF,�gEePo%tq .
Q:l SEAL :m= Steven P.Anderson,Senior Vice President of Washington International Insurance Company SEAL
Sul 1973 &Senior Vice President of North American Specialty InsuranceCompany
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4111111111 By �r�/
Michael A.Itgbenmr— cV e President ofWashinglon international Iii—aii—ra—m—c—ero—mpmy X
&Senior Vice President of North American Specialty Insurance Company
IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Compania have caused their
official seals to be hereunto affixed,and these presents to be signed by their authorized officers this 16th day of MARCH ,2018 .
North American Specialty Insurance Company
Washington International Insurance Company
State of Illinois
County of Cook ss:
On this 16th day of MARCH ,20 I8 ,before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of
Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and N ichael A.Ito,
Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance
Company,personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and
acknowledged said instrument to be the voluntary act and deed of their respective companies.
OFFICIAL SEAL
i
A.KENNY t
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I, Jeffrey Goldberg , the duly elected Assistant Secretary of Noah American Specialty Insurance Company and Washington
International Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North
American Specialty Insurance Company and Washington International Insurance Company,which is still in full force and effect.
IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this 1st day of April ,20 19 .
Jeffrey Goldberg,Vice President&Assistant Secretary of
Washington international Insurance Company&North American•Specialty Insurance Company
ATTACHMENT J-OREGON PREVAILING WAGE RATES
CITY OP TIGARD
SCOFFINS ST.SEWER,TERRACE TRAILS AND BRIDGEPORT STORM LINE REHABILITATION
May be downloaded from:httpl/www ore own g vv/boli/WHD/P\X'R/Pages/Wa state asgx
2019 ITB—Scoffins St Sewer,Terrace Trails and Bridgeport Storm Line Rehabilitation 25 1 a g e
ATTACHMENT K-GENERAL CONDITIONS
CITY OF TIGARD
SCOFFINS ST.SEWER,TERRACE TRAILS AND BRIDGEPORT STORM LINE REHABILITATION
ATTACHMENT L-SPECIAL PROVISIONS
CITY OF TIGARD
SCOFFINS ST.SEWER,TERRACE TRAILS AND BRIDGEPORT STORM LINE REHABILITATION
APPLICABLE SPECIFICATIONS
The Specifications,which are applicable to the work on this project,are:
• APWA/ODOT 2018 edition of the"Oregon Standard Specifications for Construction".
All number references in these special provisions shall be understood to refer to the Sections and subsections of
the Standard Specifications and Supplemental Standard Specifications bearing like numbers and to Sections
and subsections contained herein in their entirety. Standard Specifications not specifically addressed in these
Special Provisions shall be complied with if applicable.
Comply with Section 00180 of the City of Tigard General Conditions,modified as follows:
00180.40(a)In General—Add the following bullet.
Workis permitted between the following hours
• 7:00 a.m.to 7:00 p.m.Monday through Friday(unless authorized by the City).
• Modifications to these work hours must be authorized by the City.
• Night time work would be allowed to avoid.heavier sanitary sewer flows for Scoffins Street.
00180.41 Project Work Schedules—After the paragraph that beings"One of the following Type..."add the
following sentence:
A Type"A"schedule as detailed in the City of Tigard General Conditions is required for this contract.
00180.50(c) Beginning of Contract Time —Replace this subsection, except for the subsection number and
title,with the following:
When the Contract Time is stated in Calendar Days, counting of Contract Calendar Days will begin with the
issuance of the Notice to Proceed.
00180.50(h)Contract Time—Add the following subsection.
Work to be done under this project shall be completed by July 31,2019.
0180.85 Liquidated Damages—Add the following paragraph to the end of this subsection:
The liquidated damages for failure to complete the Work on time required by 00180.50 (h)will be$500 per
Calendar Day.
SECTION 00220-ACCOMMODATIONS FOR PUBLIC TRAFFIC
Comply with Section 00220 of the Standard Specifications modified as follows:
00220.40(c)Driveways—Add the following bulleted item(s):
• Coordinate with residences and obtain approval access to property at least 48 hours in advance.
• Provide temporary access during bypassing operation by use of temporary road ramps, steel plates,
aggregate or other approved method.Protect and delineate access by use of traffic cones.
00220.40(e)Lane Restrictions-Add the following bullets to the end of the bullet list:
• Do not place work zone signs or sign supports that will block existing driveways,walkways or existing
bikeways,except at the closure point of a driveway,walkway or bikeway
• The Contractor shall notify the applicable following agencies and organizations a least five (5) working
days in advance that their services will be affected by the work, including lane/road closures or other
restrictions which could cause delay to emergency,delivery or transit vehicles.The information below is
provided for the contractor's convenience;it is the contractor's responsibility to make sure each entity is
properly notified.
Emergency Services 911
City of Tigard Police Department(Non-Emergency) 503-629-0111
Tualatin Valley Fire&Rescue(Station 51) Qohn Wolfo 503-612-7000
United States Post Office (Non-Emergency Services) 503-968-0753
or 503-968-2991
United States Post Office(Emergency Services) 866-261-6412
Pride Disposal(Lottie Schmidt)Ext. 129 503-625-6177
TriMet 503-962-4949
SECTION 00225-WORK ZONE TRAFFIC CONTROL
Comply with Section 00225 of the Standard Specifications,modified as follows.
General Requirements—Delete all paragraphs after the third paragraph of this subsection which begins
with Install a 48 inch"TRUCKS"sign
00225.41(b-4)Temporary Sign Supports-Replace the bullet that begins "Do not tip over TSS..."with the
following bullet:
• Do not tip over any TSS that is exposed to traffic,unless approved by the Engineer or the TSS is protected
from traffic by a barrier system.
00225.90(b)Method"B"—Lump Sum Basis—Add the following.
Payment shall also include all temporary pedestrian and construction fencing both during and after active
construction. All materials and labor as required to maintain local access per Section 00220 shall be included in
this pay item.
SECTION 00412—CURED-IN-PLACE PIPE(CIPP)
Append the following to section 00412 in the 2018 Oregon Standard Specifications:
00412.00 Scope-This section specifies the rehabilitation lining of the storm sewer lines shown on the drawings.
Contractor shall provide and install a resin impregnated fabric tube through an existing storm sewer pipe conduit
identified for cured—in-place-pipe (CIPP) lining in accordance with American Society for Testing and Materials
(ASTM) F 1216 for the inversion, or ASTM F 1743 for the pulled-in-place, installation of Cured-in-Place
thermosetting resin pipe.
The existing pipe is corrugated metal pipe with a deteriorated invert and non-watertight joints that are currently
exposed to the potential intrusion of exterior groundwater which has not been verified. The Contractor is
responsible for insuring the CIPP product can be properly installed under conditions that may not be entirely dry
if after diverting all upstream flows,groundwater is still present in the host pipe.
00412.01 Submittals-Submit the following,this section replaces Section 00410.01 of the Standard
Specifications.
i
1. Catalog data and manufacturer's technical data showing complete information on material composition,
physical properties, depth of installation and dimensions of system components of the tube and resin
system. Include manufacturer's recommendation for handling, storage, insertion, curing, trimming,
finishing and repair of damaged liner.
2. Certification showing that the Installer is currently licensed by the appropriate licensor to perform CIPP
installation.Certification shall be given to the Owner prior to delivery of material to the job site.
3. Certification from the manufacture that the materials meet the requirements of these specifications and
intended use.Certification of test results confirming than the liner and resin meet the minimum chemical
resistance requirement according to ASTM F1216 or ASTM F1743.
4. Details on all lining materials and resins.Include calculations for the volume of resin to be used for each
segment including the calculated amount of excess resin necessary to account for liner material properties,
changes in the resin's physical and chemical characteristics due to the polymerization and the structural
condition of the gravity pipe.
5. Detailed flow diversion plan for the mainline including services laterals.This will include a specific plan
for each individual manhole section which identifies location of bypass pipe, method of crossing
individual driveway/street intersection, pumping capacity and location of equipment within the street.
Generic bypassing plans will be rejected as incomplete.
6. Detailed method for samplings, including recommended location and size of each sample, method of
removal and method of liner repair including a procedure to repair the cured liner when core/plate
samples are taken.
7. Detailed description of the wet out process. Include tube and resin manufactures wet out
recommendations including the roller gap,material feed speed and vacuum requirements for each liner
size and thickness. If wet out occurs off-site, provide certification by the person in responsible charge
that the entire wet out process including handling and delivery to the site followed the defined procedures.
8. A letter identifying the cleaning methods Contractor plans to employ to remove sediment,debris,grease,
scale,encrustation,mineral deposits and roots throughout the gravity pipe to be lined and in the structures
to be repaired. The letter shall include a detailed explanation of the cleaning process and a schedule of
activities.
9. Name of resin supplier and liner fabric supplier. Resin manufacturer installation procedures including
curing and cooling temperature and time requirements and sequences. Provide detailed calculations to
confirm the liner thickness for the proposed resin system.List all assumptions,design criteria and material
characteristics whether they are based on the information in the specifications,plans or not.
10. Structural calculations for CIPP liner size with recommended thickness based upon minimum physical
properties in Table 1 of ASTM 1216. Values greater than this for flexural strength and flexural modulus
may be used at the discretion of the Contractor.Verification of final thickness and physical proper ties
will be determined in accordance with Section 00412.71 of the Special Provisions. Consequences for
failure to reach the submittal strength are outlined in 00412.91 of the special provisions.
11. Manufacturer's or Assembler's certification that the liner materials and system are in compliance with the
specifications,codes,and standards referenced herein.
12. Manufacturer's or Assembler's recommendations for factory and field (whichever applies) wet out
procedures including volume of resin per unit of liner,roller gap setting, mixing ratios and procedures
for resin and catalyst/hardener,shelf life of resin,pot life of resin,required wet out procedure to ensure
full saturation,and other criteria deemed necessary to ensure proper wet out of the liner.
13. CIPP samples in accordance with 00412.71 of the special provisions.
00412.02 Design Parameters-Contractor shall furnish CIPP tubing that meets the following design criteria.
(a) Follow the design considerations of ASTM F 1216 and meet the following conditions and parameters:
Condition Parameter
ServiceLife..................................................Greater than 50 year
Pipe Condition............................................Fully deteriorated
Load Conditions
Soil................................................................120-pounds/cubic foot
Groundwater Elevation............................At surface(Depth per plan)
Design Thickness.......................................Calculate and express this thickness as the absolute minimum
thickness that will be acceptable using physical properties
found in Table 1. (Minimum thickness allowed shall be 6.0
mm)
Pipe Ovality.................................................Per Contractor's review of CCTV Inspection(assumed 2%)
Modulus of Soil Reaction.........................1,000 psi
Enhancement Factor.................................7
Long-term Flexural Strength....................50%of initial(ASTM D 790)
Modulus of Elasticity.................................50%of initial(ASTM D 790)
Maximum Defelection..............................5%
Minimum Factor of Safety.......................2.0
Resin Migration Allowance......................10%maximum
Allowable Deformity.................................3%
Design the CIPP wall thickness to withstand all imposed loads,including live loads and if applicable,hydrostatic
pressure.Include considerations for ring bending,deflection,combined loading buckling and ovality in the design
of the CIPP
00412.03 References-This section incorporates by reference the latest revisions of the following documents.
They are part of this section insofar as specified and modified herein. In case of conflict between the
requirements of this Section and the listed documents, the requirements of this Section shall prevail.
Reference Title
ASTM D543 Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents
ASTM D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics
and Electrical Insulating Materials
ASTM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds
ASTM D1600 Standard Terminology for Abbreviated Terms Relating to Plastics
ASTM F1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Inversion and
Curing of a Resin-Impregnated Tube
i
ASTM F1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-
Place Installation of Cured-in-Place Thermoset-ting Resin Pipe(CIPP)
00412.04 Definitions - Definitions are in accordance with terminology of ASTM F412, unless otherwise
specified. Abbreviations are in accordance with terminology of ASTNI D1600, unless otherwise specified.
1. Host Pipe:An existing pipeline or conduit to be internally rehabilitated by installation of a pipe liner.
2. Manufacturer and/or Assembler:The entity responsible for obtaining individual components of a system
and assembling into the final products which are shipped to the job site for installation.
3. Installer:Licensed contractor or subcontractor responsible for the installation of the system in the field
Materials
00412.10 Cured-in-Place Pipe Liner—This section replaces section 00412.10 in the Standard Specifications.
Contractor shall famish CIPP tubing that meets the following requirements:
(a) The CIPP shall consist of one or more layers of flexible needled felt or an equivalent non-woven material,
or a combination of non-woven and woven materials capable of carrying resin,withstanding installation
pressures.
• The CIPP shall be continuous in length and the wall thickness shall be uniform. No overlapping
sections shall be allowed in the length of the liner. No overlapping sections shall be allowed in the
circumference of the liner when felt liner is used.
• The CIPP will be capable of confirming to offset joints,bells,and disfigured pipe sections.It shall be
able to stretch to fit irregular pipe sections and negotiate bends.
• The CIPP resin shall be compatible with the liner fabric,other rehabilitation systems it may contact,
and the host pipe materials.
• Seams in the CIPP shall be stronger than the non-seamed felt.
• The CIPP shall be marked at regular intervals along its entire length,not to exceed 5 feet.Markings
shall include Manufa.cturees or Assembler's name or identifying symbol.
• The CIPP liner shall be manufactured with materials from a consistent supplier. All materials of
similar type shall be from a single source for the entire project.
(b) The CIPP shall be fabricated to a size that,when installed,will tightly fit the internal circumference and
length of the original pipe.
• Allowance shall be made for circumferential stretching during the installation process.
• The hydraulic capacity of the CIPP shall be greater than or equal to the hydraulic capacity of the
original host pipe,based on hydraulic calculations with standard engineering roughness coefficients.
(c) The liner thickness shall be designed based on the engineering formulas listed in ASTM F1216 for frilly
detertoreted pipes, assuming groundwater at the surface, 120 pounds per cubic foot dry soil density,
and depth of cover as determined by the adjacent upstream or downstream manhole, whichever is
deeper. The thickness shall be sufficient to prevent groundwater from entering the pipe, while
maintaining the maximum cross-sectional pipe area possible.
(d) For liners inserted by the inversion method, the CIPP shall be coated on one side with a translucent
waterproof coating of
• Polyvinyl chloride(PVC)
• Polyurethane
• Or Polyethylene
(e) For liners inserted by the pull/winch method,the CIPP shall be coated on one side with a translucent
waterproof coating of
• Polyvinyl chloride(PVC)
• Polyurethane
• Polyethylene
• Polypropylene
• Or approved equal
(0 Subject to these specifications,the following manufacturers or assemblers are acceptable:
• Gelco Services Inc. (Salem,OR)
• C.I.P.P.Corporation(Hudson,IA)
• Perma-Liner Industries,Inc. (Clearwater,FL)
• LMK Enterprises Inc. (Ottawa,IL)
• Insituform Technologies,Inc. (Chesterfield,MO)
• Masterliner Inc. (Hammond,LA)
• Or approved equal.
00412.11 Resin—This section is in addition to section 00412.11 in the Standard Specifications. Furnish resins
meeting the following characteristics:
(a) A general purpose,unsaturated thermosetting,polyester,vinylester,or epoxy resin compatible with the
fabric liner material,host pipe material,and other rehabilitation products that the resin may contact.
(b) Resin shall meet or exceed the physical properties listed in Section 412.12.
(c) Resin shall form no excessive bubbling or wrinkling during lining.
(d) Resin shall be manufactured with materials from a consistent supplier. All materials of similar type
shall be from a single source for the entire project.
(e) The resin shall have no fillers added for the sole purpose of increasing the resin volume.
00412.12 Component Properties—This section is in addition to section 00412.12 in the Standard
Specifications.
(a) The composite materials of the fabric liner tube and resin shall, upon installation inside the host pipe,
exceed the minimum test standards specified by the American Society for Testing and Materials based
upon restrained sample cured in host pipe and flat plate sample:
Physical Properties
Flexural Strength (ASTM D790) 4,500 psi
Flexural Modulus (ASTM D790)
Short Term 250,000 psi
Long Term 125,000 psi
(b)The CIPP after installation shall be corrosion resistant to withstand exposure to sewage gases
containing quantities of hydrogen sulfide, carbon monoxide, diluted sulfuric acid, and other chemical
reagents typical of sewage conveyance.Chemical resistance of the installed CIPP shall meet the chemical
resistance requirements of ASTM F1216.
(e) The wall color of the interior pipe surface of the CIPP after installation shall be a light reflective color.
(d) The hydraulic profile of the installed CIPP shall be maintained as large as possible.The CIPP shall have
at a minimum the full flow capacity of the original pipe before rehabilitation. Calculated capacities may
be derived using commonly accepted roughness coefficients for the existing pipe material taping into
consideration its age and condition.
00412.15 CIPP Termination Points - Hydrophilic joint seal around pipe penetrations in manhole wall.
Swellsea?8F by De Neef Construction Chemicals, Insignia' Hydrophilic End Seal by L MK Technologies or
approved equal.
00412.16 Pipe Penetrations by Storm Laterals-Structural epoxy adhesive and repair mortar to seal connection
between the lateral and new CIPP pipe shall be Sikadur®-31 or approved equal.
00412.30 Personnel Qualifications —This section replaces section 00412.30 of the Standard Specifications.
Product,Manufacturer/Assembler and Installer Qualification Requirements:
(a) The Manufacturer or Assembler shall have supplied the product bid for a minimum of 50,000 linear feet
of installations. Contractor shall provide a list of installation projects.Also, provide the project names,
owner contacts,phone numbers,and year installed.
(b) The Contractor shall have a minimum of 5 years recent experience in sewer main rehabilitation,including
familiarity with CIPP processes.
(e) Certification showing that the Installer is currently licensed by the appropriate licensor to perform CIPP
installation.
00412.31 Licensing and Certification
(a) The Contractor or subcontractor installing the CIPP shall have a current license agreement with the
product Manufacturer or Assembler.
(b) Individuals installing the CIPP shall be certified by the product Manufacturer or Assembler.
(e) Lining installation shall be in accordance with the requirements of the product Manufacturer or
Assembler and as directed by their Technical Representative. This includes the correction of defective
work.
Construction
00412.40 General—This section is in addition to 00412.40 in the Standard Specifications.
(a) Make all necessary provisions to ensure service conditions and structural conditions of host pipe are
suitable for installation and warranty of the liner.Provisions shall include,but are not limited to temporary
storm sewer bypassing, correction of structural, and sealing of active infiltration through pressure
grouting.
(b) Bypass Pumping.
• The Contractor shall provide bypass pumping and/or diversion for acceptable completion of the liner
installation. Bypass pumping shall consist of furnishing,installing, and maintain all power, primary
pumps, appurtenances and bypass piping required to maintain existing flows. No flow that will
negatively affect the liner shall be allowed in pipe during CIDP installation.
• Bypass pumping shall be done in such a manner as to not damage private or public property,or create
a nuisance or public menace. The pumped storm sewer shall be in an enclosed hose or pipe that is
adequately protected from traffic,and shall be redirected into the downstream storm sewer system
along the curb line.All bypass piping shall have traffic rated fully enclosed ramps specifically designed
for this type installation across all driveways and streets.
• The Contractor shall take all necessary precautions to insure that no private residences or properties
are subjected to receiving any of the bypassed storm sewer. After the work is completed, flow shall
be restored to normal.
(c) Cleaning and Inspection of Existing Storm Sewer
• The Contractor shall be responsible for cleaning, inspecting, confirming the inside diameter and
determining the condition of each manhole-to-manhole segment to be lined.The cleaning process
shall include the removal and disposal of any and all obstructions/materials regardless of
composition.
• A television inspection witnessed by Owners Representative shall be performed by the Contractor
after the storm sewer cleaning operation. The television inspection sha11 be competed in the same
direction each time and shall be done with a CCTV color camera recoded in DVD format A copy
of the television inspection video discs from all televising operations shall be provided to the City for
review prior to the liner installation.Installation of the new liner shall commence within 48 hours of
the final cleaning for each section of pipe from manhole to manhole. Installations delayed beyond
the 48-hour period will require Contractor to clean the interior with a pressure washing operation
again if in the opinion of the Owner there may be additional debris present Television inspection
will not be required during the subsequent cleanings unless excessive debris in the opinion of the
Owner is found in the downstream manhole for each section.
(d) Manholes
• Protect all manholes to withstand forces generated by the equipment while installing the liner.
(e) Pipeline Deficiencies
• The Contractor shall be responsible for verifying any deficiencies within the existing pipe that may
inhibit the installation process of the new CIPP.
00412.41 Installation Procedures-This section is in addition to section 00412.41 in the Standard Specifications.
(a) Resin Impregnation
• The uncured resin in the original containers and the unimpregnated fiberfelt tube shall be impregnated
by vacuum or other means prior to installation.The materials and`wet-out'procedure shall be subject
to inspection by the Owner.A resin and catalyst system that are compatible with the requirements of
the method shall be used.
• The impregnated liner bag shall be transported to and stored at the site in such a manner that it will
not be damaged, exposed to direct sunlight, or result in any public safety hazard. The impregnated
liner bag shall be kept cool during shipment and storage.All materials shall be subject to inspection
and review prior to installation.
• Use a volume of resin sufficient to fill all voids in the tube material at nominal thickness and diameter.
Volume should be adjusted by adding excess resin for the change in resin volume due to
polymerization and to allow for anymigration of resin into the cracks and joints of the host pipe,per
Manufacturer's or Assembler's recommendations.
• The resin impregnated tube shall be stored in such a manner that it will not be damaged,exposed to
direct sunlight,exposed to any curing environment,or result in a public safety hazard.All materials
shall be subject to inspection and review prior to installation.
(b) Liner Installation
1. Inversion Method:
• The impregnated tube shall be inserted through an existing manhole or other access point by
means of the Manufacturer's or Assembler's recommended installation process and in accordance
with ASTM F1216. The application of a hydrostatic head,compressed air,or other means shall
fully extend the liner to the next designated manhole or termination point and inflate and firmly
adhere the liner to the pipe wall.
• The rate of the liner installation shall not exceed the maximum rate recommended by the
manufacturer. This installed rate shall be identified in the submittal of materials as provide in
Section 00412.01.
• When inversion is by hydrostatic head, the Contractor shall use methods which control the
installation rate, accounting for the increase in hydrostatic head in pipes which have significant
elevation change.
2. Pull/Winch Method
• The impregnated tube shall be pulled into place in accordance with ASTM F1743 within the host
pipe with the aid of a power winch that for felt tubes is equipped with a device to monitor the
force and prevent excessive tension and tube elongation.
• The maximum allowable longitudinal elongation, or stretch, of the material shall be one (1)
percent. The longitudinal stretch of the tube shall be gauged by comparing marker on the fully
inserted tube to the actual length of pipe being rehabilitated.
• The Contractor shall use a flexible and impermeable calibration hose to inflate the tube. The
calibration hose may or may not remain in the complete installation. Any dry tube or inflation
hose material that enters the existing pipe that has not been previously vacuum impregnatedwith
resin cannot be included in the structural wall of the CIDP. Hose materials remaining in the
installation shall be compatible with the resin system used,shall bond permanently with the tube,
and shall be translucent to facilitate post-installation inspection. Hose materials that are to be
removed after curing shall be of non-bondable material.
(c) Curing—Hot Water Method
• After placement of the liner is complete, provide a suitable heat source the Manufacturer's or
Assembler's recommendations to raise the temperature uniformly above the temperature required to
affect a resin cure.
• The heat source shall be fitted with continuous monitoring thermocouples to measure and record the
temperature of the incoming and outgoing water supply. Water temperature during the cure period
shall meet the requirements of the resin Manufacturer or Assembler as measured and recorded at the
heat source inflow and outflow return lines.The Contractor shall provide an additional continuous
monitoring thermocouple placed between the impregnated felt tub and the pipe invert at the remote
manhole to determine the temperature during the cure.The temperature during the cure shall not be
less than 130 degrees F at the boundary between the pipe wall and the liner unless otherwise directed
differently because of the resin system used.
• Provide standby equipment to maintain the heat source supply.The temperature during the cure shall
not be less than 130 degrees Fahrenheit at the boundary between the pipe wall and the liner unless
otherwise directed by the Manufacturer or Assembler to meet resin system requirements.
• The initial cure shall be deemed to be completed when inspection ofthe exposed portions of the liner
appear hard and sound and the remote temperature sensors indicate than an exothermic reaction has
occurred. The cure period shall be of duration recommended by the resin manufacturer during which
time the recirculation of the water and/or air and cycling of the heat exchanger continuously maintain
the required temperature.
• Temperature shall be maintained during the curing period as recommended by the resin Manufacturer
or Assembler,and shall follow the healing schedule supplied by the Manufacturer or Assembler.
(d) Cool Down
• The hardened liner shall be cooled to a temperature below 100 degrees F before relieving the static
head or pressure in the lined pipe and returning normal flow back in the system.
• Care shall be taken to ensure that a vacuum is not induced which could damage the new CIPP during
the release of head on the new CIDP.
(e) Pipe Liner End Seal
• After the cool down period is complete perform final trimming and sealing of the liner at access
structures. Provide a watertight seal between the CIPP and the host pipe at manholes,catch basins,
and connection points. Trim the finished ends of the liner to within one inch of manhole or catch
basin wall. Provide a smooth transition between the existing structure channel invert and the liner
using a cementitious coating,or other approved material to prevent settling of sediment or debris and
ponding of standing water.
a Care shall be taken to ensure that a vacuum is not induced which could damage the new CIDP during
the release of head on the new CIPP.
• Seal all holes and voids in manhole walls immediately surrounding the new liner with a hydrophilic
rubber joint seal and the approved chemical grout identified in 00412.15 and 00412.40. Contractor
shall verify with the CIPP manufacturer the mixture applied is compatible with the liner/resin system
utilized.No water shall be able to migrate between the CIPP and the host pipe,otherwise the CIPP
shall be considered defective and shall be repaired or replaced at the Contractor's expense.
(f) A data logger shall continuously record temperature, pressure and time during heating, cure and cool
down at the liner insertion, termination and intermediate points from the installed thermocouple.
Temperature and pressure versus time shall be plotted on a line graph and provided to the Engineer for
each lining.
00412.71 Material Sampling and Testing-This section contains references to ASTM F1743("The Rehabilitation
of Existing Pipelines and Conduits by the Pulled in Place Installation of Cured-in-Place Thamosetting Resin Pipe (CIPP)'). In
case of conflict between the requirements of this section and those of ASTM F1743, the requirements of this
section shall prevail.
(a) The finished CIPP shall be continuous over the entire length of an insertion run and shall be free from
visual defects such as foreign inclusions,dry spots,pinholes,and delamination.
(b) Wrinkles in the finished CIPP liner that cause a backwater of 1/2-inch or more or reduce the hydraulic
capacity of the pipe are unacceptable and shall be removed and repaired by the Contractor at the
Contractor's expense.Methods of repair shall be proposed by Contractor and submitted to the Project
Representative for review. No wrinkles in the CIPP are allowed within 4 feet of liner terminations at
manholes.Refer 00412.71(e) for additional conformance standards.
(c) Material Testing
1. All material testing shall be performed by a registered independent, third-party laboratory in
accordance with the applicable ASMI test methods to confirm compliance with the requirements of
these specifications.
2. The Contractor shall provide certified test results of the short term properties of the cured CIPP
lining material from the actual installed liner as a minimum on one location.
3. The cured CIPP liner shall be sampled and tested for flexural strength and flexural modulus (short
term).Ultrasonic testing of wall thickness will not be approved as an acceptable alternative. Flexural
strength and modulus shall be tested in accordance with the requirements of ASTM D790.The liner
shall be in compliance with the physical properties of 00412.12. A certificate of compliance shall be
provided for long term flexural modulus.
4. Minimum chemical resistance requirements shall be as stated in ASTM F1216,Section X2.Chemical
solutions include Tap Water(pH 6-9),Nitric acid,Phosphoric acid,Sulfuric acid,Gasoline,Vegetable
oil,Detergent and Soap at concentrations identified in Table X2.1.
(d) Field Testing;
1. Visual inspection of the CIDP shall be in accordance with ASTM F1743,Section 8.6.
2. After completion of all CIDP insertions, service reconnections, and finish work at the manholes or
catch basins the sewer shall be video recorded with Owner Representative witnessing and a copy of
the tape provided to the Owner.
• Repair CIPP per the Manufacturer's or Assembler's recommendations if defects, including
infiltration of groundwater,are observed.
• All service connections shall be accounted for and be unobstructed.
(e) Conformance Standards and Remedies must meet or exceed the following.
1. No radially positioned(perpendicular to flow)wrinkles,fins or other discontinuities in the lower third
of the pipe which exceed'/2 inches in height,or more than 3 percent of the host pipe inside diameter.
2. No radial wrinkles, fins or other discontinuities in the upper two-thirds of the pipe having a height
of 5 percent or more of the host pipe inside diameter,unless approved. The requirement may be
waved at the option of the Owner under specific circumstances.
3. No leakage through the liner.
4. No separation of the liner from the existing pipe
5. No delamination of CIPP layers.
6. If an installed liner has unacceptable wrinkles, fins,discontinuities, leakage, delamination,pinholes,
soft spots,blisters, failed tests, or other defects, remedy the defect by installing a second liner,
removing and re-installing a full-thickness liner, constructing a full pipe replacement, or installing
a liner repair as approved.
00412.75 Warranty-The Contractor shall warrant each pipe lined with the specified product against defects in
materials, surface preparation,lining application,and workmanship for a period of 24 months from the date of
final acceptance of the project.
(a) The Contractor shall warrant each pipe lined with the specified product against defects in materials,
surface preparation, lining application, and workmanship for a period of 24 months from the date of
final acceptance of the project.The Contractor shall,within one month of written notice thereof,repair
defects in materials or workmanship that may develop during said 24-month period. Defects shall be
defined as:evidence of visible leak-age of groundwater through the CIPP system, delamination of any
portion of the CIPP system as visible from CCTV inspection, or separation of any part of the CIDP
system from the host pipe to the extent that the CIDP system inside diameter in the separated area is 95
percent or less of the completed CIPP system inside diameter. The Contractor shall also repair any
damage to other work,damage to buildings,houses or environmental damage caused by the backup of
the storm sewer because of the failure of the lining system;or repairing of the same.
(b) Repairs shall include removal of the existing liner and re-lining if possible,or excavation and replacement
of the section of pipe where the defect occurs.
Measurement
00412.80 Measurement:This section is in addition to section 00412.80 in the Standard Specifications.
(a) CIPP Liner
1. Measurement shall be on a linear foot basis for rehabilitation as measured from center of manhole
to center of manhole.
2. Payment shall include complete compensation for all work, labor, materials, equipment and
incidentals necessary to provide Cured-in-Place Pipe(CIPP) using(ASTM F1216 or F1743)in place
and approved for use. This will include, but is not limited to pre-installation video inspection and
cleaning along with post-installation video inspection. No separate or additional payment will be
made for additional testing, dewatering, cleaning and video inspection required as a result of
correction of unsatisfactory work.
Payment
00412.90 Payment — The accepted quantities of work performed under this Section will be paid for at the
Contract unit price for the following items:
PAY ITEM UNIT OF MEASURE
(a) CIDP Liner,8-inch.................................................................Foot
(b) CIPP Liner,12-inch...............................................................Foot
(c) CIPP Liner, 18-inch...............................................................Foot
(d) Service Line Reconnections.................................................Each
Payment will be made in fill for furnishing and placing all materials, and for furnishing all equipment, labor,
dewatering and incidentals necessary to complete the work as specified.
00412.91 Payment Deduction-
Payment will be based upon the Contract Unity Price and test results acquired in accordance with 00412.71(d).
Should test results fail to meet the specified design parameters for thickness and initial modulus of elasticity,yet
comply with Conformance Standards in 00412.71 (e),a payment deduction will be made according to the Payment
Formula below.
Payment=Length Installed x Contract Unit Price x(actual safety Factor/Design Safety Factor)
The Actual Safety Factor will be calculated using the governing design equations (.e. equations yielding the
greatest minimum thickness) from ASTM F1216-Appendix X1. The measured thickness, measured flexural
strength and measured initial flexural modulus will be substituted for their respective design values while the
remaining parameters specified 00412.14(a) are held constant The Design Safety Factor is 2.0.
No additional payment is made for CIPP exceeding required design safety factor. The CIPP will be considered
Defective Work if the actual safely factor is below 1.0. The Owner reserves the right to require the Contractor
to remove and replace it,at its sole discretion.