Finance Committee - Agenda - 3/6/2019 - P385
DIVISION 1
INVITATION TO BID
DIVISION 1
INVITATION TO BID
THE CITY OF NASHUA the Gate Cy’
Financial Services
Purchasing Department
February 1, 2019
IFB1087-021219
2019 CIPP LINING PROJECT
ADDENDUM #1
Information included in this document becomes a part of the original IFB.
If you are submitting a paper bid, please sign below to indicate receipt of this additional information and include this
page with your bid submittal. If you are submitting a bid via Bid Express please be sure to acknowledge the addendum
on the website before submitting your bid.
ADDENDUM 1 is being issued to provide additional documents and clarification.
Please see the attached document for information.
All other aspects of the original document remain the same.
Failure to acknowledge the addendum will result in the bid submittal being disqualified.
Sincerely,
Danielle Greenberg
City of Nashua — Purchasing Agent I!
greenbergd@nashuanh.gov
Addendum #1 received and incorporated into bid submittal for 1FB1087-021219.
Please sign and include this addendum in your bid package.
Gf ——
(Authorized Signature) SuSon l, Kenyon, CEO
ZA L19
(Date)
Kenyan Prowlne. Taspection, LLC
(Name bf Firm)
1F1087-021219 ADDENDUM 1 Page 1 of 1
IFB1087-021219
ADDENDUM #1
2019 CIPP Lining Project
Addendum #1 is being issued to respond to questions or suggestions received from bidders:
1. In the design criteria for CIPP for the Nashua job the soil modulus design criteria calls
for 500 psi. Typically the soil modulus is 1000 psi. In using 500 psi for design, the
resulting liner thicknesses will be greater than they may need to be, and will cost the
City more money. Would a consideration be made to increase the soil modulus design
criteria to 1000 psi?
Answer: The design criterion for modulus of soil of 500 psi as specified in Sections
02650 and Section 02651 shall be revised to 1000 psi.
2. Would it be possible to have materials approved in advance of bidding for the manhole
rehabilitation work?
Answer: Product approvals will be handled after the bid has been awarded, and be
reviewed for compliance with the specifications by the Engineer as part of
the contract submittal process.
3. What is the Engineer’s estimate for Nashua?
Answer: The City will not provide bidders with the Engineer’s cost estimate for the
Project.
4. A suggestion was made for the City to reevaluate the basis for the quantities for the
point repair items. The concern is the degree of uncertainty with respect to the total
repairs which will actually be performed.
Answer: The Bid Schedule has been revised to reduce the quantity of point repairs
to reflect the known locations of likely point repairs, and Item #12 has
been added to the Bid Schedule entitled “Allowance for Additional Point
Repairs”. Add the following to Section 01150, MEASUREMENT AND
PAYMENT , PART 2 —- DESCRIPTION OF PAY ITEMS:
2019 CIPP Lining Project Addendum #1
Nashua, NH Page 1
215 ALLOWANCE FOR ADDITIONAL POINT REPAIRS
A. ALLOWANCE FOR ADDITIONAL POINT REPAIRS
Measurement & Payment
Item 12 is an ALLOWANCE value which has been established
in the Bid Schedule as a means to include funds in the event
that the Contractor is directed to perform additional point
repairs in excess of the quantities listed in the Bid Schedule.
Measurement and payment for additional point repairs shall
be based on the unit prices for the appropriate point repair
and roadway restoration items in the Bid Schedule.
5. A concern was raised regarding the maximum rate of $30 per hour for flaggers.
Answer:
The City has decided to bid the cost for flaggers on an hourly basis
without specifying the maximum hourly rate. The Bid Schedule has been
revised to show the quantity of flagger hours under Item 9B. Delete
Paragraph 2.12 B of Section 01150, MEASUREMENT AND PAYMENT,
PART 2 - DESCRIPTION OF PAY ITEMS, and substitute the following:
2.12 MAINTENANCE AND PROTECTION OF TRAFFIC
B. FLAGGERS
Measurement:
The quantity of Flaggers will be measured by the HOUR
based on the actual number of hours authorized, as
determined by the Engineer. The Contractor shall supply
qualified flaggers as stated in Section 618 of the NHDOT
Standard Specifications for Road and Bridge Construction,
(Approved and Adopted in 2016). Daily coverage needs to be
approved by the Engineer. The Contractor's schedule for
flaggers shall be agreed upon cooperatively with the Engineer.
Payment:
The approved quantity of flagger hours shall be paid at the
contract price for ITEM 9B. Payment shall constitute full
compensation to the Contractor for providing qualified
flaggers as required to direct traffic through or around the
Work as ordered by the Engineer, including all labor, high
visibility safety gear, tools and any other equipment necessary
to complete the work as specified herein. Payments to
Contractor will be made based on approved hours and
resulting dollar amounts.
2019 CIPP Lining Project Addendum #1
Nashua, NH
Page 2
5. REVISED BID SCHEDULE:
A revised BID SCHEDULE has been included in this Addendum for use by
bidders (See attached PDF).
6. REVISED SHEET 2 of 37 - QUANTITY SUMMARY:
A revised Sheet 2 of 37 — Quantity Summary has been included in this Addendum
for use by bidders (See attached PDF).
- END -
2019 CIPP Lining Project Addendum #1
Nashua, NH Page 3
2019 Nashua Sewer CIPP Lining Project - Quantity Summary By Street
1AL18) 1AQ1B) 1 + 1A{180)
‘TALtOa) 1AU19B) 4Ar12) tAQ12a) A126) tate) | ACIER) AL Ba) 7 1AGz0) 1Agom) 1Ai200) 1AG@A) 1AQ4e) 1Ag4b) | ABfe) 18RD) | 18ftc)
iG “ vw “ LF uF cf
3
g
Ss
&
sg
“8
sg
i
int
Us
Alt ba
isso1s
Video ter 16] 20° ci newer Pipe
Ppecier | Ling Pett Rega
3 ill] Fs
i
5
ui
i
i
i
i
{
aif:
{
Z
{
af
li
i
3
HA
2
+ | pipet pepe tp ogy dt
ot
Vegi
ty
i
i
j
al f
il
i
f
Hl
|
ABE
&
i
i
i
i
tt
1360 bo.
a (2) 18
5/318] | 18
a8
+) |f/8) [8
sla] | 8/3] |g] [gia] ja] || |8
\fdettit ey a
i
i
|
a
aia |g
7
+
&
li sie} |B te
a
s
5
s
s
S
s
all
i
OFF; ia |
Manhole Manhole ne
u Mowirce
Poird Repairs.
fl fe -
AAU ]EEle(# |
fp |-
|
i
Awe Vertical | ii nacen
cut see |
a
i
i
i
:
i
i
i
i
i
{
Permanent || Pavement | Seton | Incarirg
wensrg
i
lil
fi
i
li
j
i
i
i
PREPARED FOR: QUANTITY SUMMARY
i(ar)i} | DIVISION OF PUBLIC WORKS | i
2019 CIPP “
CITY OF NASHUA
‘DB POVERSOE DANE §=NASHUA NEW HAMPSHIRE C3002 (603) 00-3120
Lining Project oF 37
It JANUARY 2
6j01-S4a
TVLOLANS I ADVd
SuIUIT ddIO uZI| AT OLE'S (ZDVI
SUIUIT ddID did 01 J0f OoplA Sululq-jsog] AT s6sc (QOL) VI
SUIYQNZ JOOY pue Sulues]> SUIPN]ouU]
BUILT ddID adid 01 JOf OoplA Sululy-aig] AT c6sc— OF (POL) VI
Bulul] ddID..01] AT 66S‘7 (ODVI
BUIUTT ddID adid ,,8 J0J oaplA SulUury-jsog} = JT OIL‘I (q8)VI
SUIQND JOOY pure Suruevs{D suipnypouy
BUILT] ddID did ,,8 JOf OOplA Sulury-a1g} JT OIL'I (eg)VI
sulUIT ddJ0 48} AT OIL‘I (3)VI
dg [BIOL Dag JUD UONdLaISaq WNIT sun, | AWueng “ON
Wd)]
(I# WAGNAdGY) 2forg SularT ddID 6107 - AINGAHDS ala
| 6LCI7O-L80T HAI
pafoig Sur] ddID 6107
SYAOAA IGN JO UOISIAIG
s11ysduepy] MON ‘enyseny Jo AID
640¢-S4a
TIVLOLANS 7 ADVd
BUIUIT ddID adi ,,81 40} OoplA Sululq-jsog| = J Store (GB L)VI
SUIQND JOOY pue suluRs]D SuIpNjouy]
BUILT ddID odid 81 Of OaprA SulUIT-ag] AT S76‘E (eg DVI
sulury ddID..81] AT S76‘E (SI)VI
BUILT ddIO dig $1 J0f OaplA Burury-jsog| = JT oss‘s = (QS 1) VI
SUIYND JOOY pue SuIURa]D SUIPNISUT
BUIUTT ddID adid 1 Jo} OoplA BulUly-alg] = AT oss‘¢ = (R&S DVI
SUIUTT ddIOuSI] AT oss’s (SDVI
SUIUTT ddID adid ,,Z1 40 OoplA SuIUIT-Jsog} = JT oles {CZ VI
SUIND JOOY pue Suluevs]D Sulpnpouy
BUILT] ddID dig ,,Z] J0f OoplA SuIUIT-d1g} AT OLE‘S (8Z1)VI
ddIg [20], dg jul) WoOHdMISaq W39}] sug | Aung “ON
Wd}
(1# WOGNadady)
yaforg Surury ddID 6107 - AINGAHOS Id
6J0€-Sd
TIVLOLANS € ADVd
yideq ,91 0} ,Z1< seday jutog adig J9M9g 71 01.8] WA € (98) a1
yydaq ,Z1 01 ,g< aeday julog adiq Jomag ,Z1 01,8] VA € (q3)aI
yidaq_,g 0} ,0 aedoy julog adig JomMas ,,Z1 01.8] Wa 9 (eval
Bull] ddI adid wh7 JO} COPIA BSulury-sod| AT ssi‘c | (apz)vI
SUIYNZ JOOY pue sulURs]D SuUIpN]ouy
BulUT] ddID adid pT 40} COPIA SUIUIT-A1d} AT Ssi‘t | (&rZ)VI
sur] ddlO uvZ|_ AT S81‘T (r7)VI
SUIT ddID Odid OZ 105 O@PLA Bururq-jsod] AT 066 (qod VI
Buln JOoY pue Zuluevs]> Sulpnypouy
BUILT ddI edid ,0Z JO} OSplA BUIUIT-A1d} AT 066 (207) VI
suru] dd1O 02] AT 066 (OZ)VI
dg [¥JOL aig WU WOnGIISaq, WIe}] sup, | Ayjuendg "ON
Wid}
(i# WAGNACAY) }efoag Swury ddID 6107 - AINGAHOS GIA
640 7-Sd
IVLOLANS + ADVd
"wei 21 0} dr adig [esaqe’y] Suipn.joig JO jeaoway pue sumnd| va LY al
(.¥Z 1 8 S2zIg adid)
SUIUIT JO} PO|NPYDS JON SOUT] Jamas Jo UONDedsU] COPIA} AT 000°02 dl
UIRIA] JOME Je AAA BuIpNjoUy odiq JOMES CE-YCS DAd «9 YIM
sovjdoy pue qeday JUIO” JB ddIAIag Jamas SuNsIxXy dAOWIDY AT 8P Ol
widaq 91 1 ,Z1< sedoy julog adig J9Mag 7 91,07] VA I (007) dl
yidoq ,Z1 0} ,g< wedoy julog adig JaMag p71 ,07| Va I (q07) aI
yidaq ,8 0} ,Q teday julog adig JoMag 771,07] VA I (eodal
yidoq 91 1 ,Z1< aeday qulog adig Jomag 81 04,S1] Wa I (Os Dal
widaq ,Z1 0} g< dedoy julog adig Jamas 811 ,S1| Wa € (aS Ial
yidaq ,g 0} ,0 Wedoy julog adig JoMag 81 ,S1] WA 4 (e¢1)al
ddI [2}0], dig Huy WON dLaDsaq US}] sug | Ayjueng “ON
wd}]
(I#WNGNACGY) »~eforg Sur ddID 6107 - ATNGAHOS aid