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3. BIDDER QUESTION:
Question: A question was raised at the pre-bid meeting proposing changes to the
temporary pavement patch detail.

Answer: The City has decided that the details and construction requirements for
temporary pavement patch shall remain as indicated on the plans.

4. INFORMATION FOR BIDDERS:

The Deadline for Vendor Questions is changed from Tuesday February 01, 2022 at
10:00am to Thursday, February 03, 2022 at 10am.

Vendor question answers will be posted by Friday, February 04, 2022 at 4:00pm.
The Bid Due date remains the same: Thursday, February 10, 2022, 4:00pm.

- END ADDENDUM-.

2022 Sewer Replacement Project Addendum No. I
Nashua, NH

of
Vie

oo x CLEAR 2 GALA Mire
. / # PROPOSED SUT FENCE
TRENCH PATCH art i = 13" pveSveR

Seaman
se DETAILS) ‘Propased Shi iff

| anions par GURY TO BE FLOW FILMED

forse AGRUS Lim ~ceonmane
a

an

APPROA JOLE OF 1840 1 PIPE
AND en (2) 20 ROLIO SEEMS

<a AT AN ATS
CONSTRUCTION NOTE
FOR WATER LINE WORK

PLAN VIEW

SCALE: 17 4 20"

Aa REEMEE ASSCMALY (SEE DETAR)

VERTICAL SGALZ: 1° aa"

sh AND RE-ANSTALL
ROX, AF 24" REP

er PASE PUMPING, IF
REG

jemcoaeeneen

RED)

CONTRACTOR TO
SHLD A WEW BRICK,
INVERT IN EASTING
STRUCTURE

me.
IN me

\ co enocness ;
., FENCE AS NCEDED

Aa, 7d AM STATE PLANE

a

a

DETAIL “
SCALE: 1's

Herfedint yh tte ath

EE

a Hi
370 fd
14
1a
14
ld
iG
ia
165 bey
: bee
CALMED SAME tals
a ii al
Ta eet
. Pty
i 4 eT gaat roar
ABD ne ana ae woe" TYPICAL 2” AIR RELEASE VALVE
, S18 ter PVE Y #16 40010 ie! INSTALLATION ON DUCTILE IRON
a : ; ran bene rere
CONNECT TO
exgTNcows | 4 Fenscaty
ANG INSTALL Paveent Pats
355 BRICK INVERT saweast seen
: ay
GONNEST TO "jaro th
ExSTid Ske ee ew r
ia : a) re”
: INV IN TSESORDOSTING 127° CLAY ur Back brikaedl
ABQ ee pheratd ied _ NY -OUT & 158.59 PROPOSED U0" PYG SOfI5) eon i
sa reamed : : roy
IN OUT # "Sr baal
: rem AMES Se eaUahED ama,
wot want noun Tg Rat GH toe
745 Teas Re . PAVEMENT THIGHS |? MEIC
pe ins 380 86 (PROPOSED 16 PYG)
[BAW a Mead ERIE 0 : TYPIGAL SECTION SEWER TRENCH TYPICAL SECTION
i mee Wont Best at] id TOH WITH TEMPORARY PAVEMENT PATCH
+00 a+so 1400 #450 2+00 2+50 “ee ee
Oo JATST., Aaynor/Swenson, Inc PREPARED FOR CLEMENT STREET
SHEET
fs OER a DIVISION OF PUBLIC WORKS tz? SEWER
— ae Sie ‘Balen 1 CITY OF NASHUA r Wa 4
ew da pnoramanecon SD IMERSOE STREET KASHUA, Nt MAsSSRE oON2 (605) 5803120 REPLACEMEN: PROFE Or 47
* © emp vemeen 5 MERE FED Bon ee es TP ag08
at Sina cae a VSDSE AGA IG tea rae beta 12 JANUARY ZOe2

THE CITY OF NASHUA “The Gate City’

Adrninisteative Se cvice s
Purchasing De parhre nt

Addendum 2

lFB O07 79-021022
Sewer Replacement Project

February 4, 2022
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 proposal via Bid Express please be sure to
acknowledge the addendum on the website before submitting your proposal.

Addendum 2 is being issued to madify the plan sheet with the initial IFB.
All other aspects of the original document remain the same.

Please sign and return this page with your submitted proposal, Failure to acknowledge the addendum will
result in the bid submittal being disqualified.

| acknowledge that Addendum 2 has been received and incorporated inte bid submittal for IFB
0779-021022.

Authorized Signature

Date

Name of Firm

229 Main Street « Nashua, New Hampshire 03061 « Phone (603) 589-3330 + Fax (603)
589-3233

February 4, 2022

IFB0779-02 1022
ADDENDUM No. 2

2022 Sewer Replacement Project

Addendum No. 2 is being issued to correct the location of the water main crossing at Daniel
Webster Highway as depicted on Plan Sheet #4 (Clement Street).

l. REVISED PLAN SHEET 4 of 17

Please be advised that Plan Sheet #4 - Clement Street dated February 3, 2022 has been
revised to correct the location of the water main crossing at Daniel Webster Highway
as depicted on Plan Sheet #4 (Clement Street). The water main as marked by Dig Safe
is located approximately 4-feet off the edge of pavement. A revised SHEET 4 of 17
dated February 3, 2022 is attached for use by Bidders (See attached PDF).

- END ADDENDUM-

2022 Sewer Replacement Project Addendum No. 2
Nashua, NH Page 2

To:

From:

Re:

B. Motion:

City of Nashua, Public Works Division

Board of Public Works Meeting Date: April 28, 2022
David L. Boucher, Superintendent
Wastewater Department

Long Term Management of Biosolids

To approve the three year contract in an amount not to exceed $2,940,000 with
Resource Management, Inc of Holderness, NH for management of biosolids at the
Wastewater Treatment Facility. Funding will be through: Department: 169
Wastewater; Fund: Wastewater; Account Classification: 54 Property Services.

Discussion: The Wastewater Facility currently generates Class B Biosolids and requires
outside management due to the federal and state rules and regulations for sludge
hauling and beneficial reuse. The City put out a request for proposals on February
25, 2022 for annual pricing for a total of three years, based off of wet tons. We
also had additional pricing for any biosolids that were not Class B, as well as for
three additional years, in the event that we would like to extend the contract.

Four companies attended the prebid meeting, two submitted pricing, which is
summarized below. Resource Management, Inc was the low bidder. The contract
amount is being calculated at year’s 1-3 price per year for Class B for the
estimated 8000 wet tons annually that the Wastewater Treatment Facility
generates. This brings the total contract amount to $2,940,000.
Gass B Non Class B Bid Alt Gass A
Year 1 Year 2 Year 3 | Year 1 Year 2 Year 3 Year 1 Year 2 Year 3
per wet | per wet | per wet | per wet | per wet | perwet | perwet | per wet | per wet
ton ton ton ton ton ton ton ton ton
$ $ $ $ $ $ $ $
RMI 119.10 | 122.67 126.35 | 155.10 | 159.75 164.55 50.10 51.60 53.15
$ $ $ $ $ _ _ _
Synagro | 215.00 | 232.20 | 250.78 | 215.00 | 232.20 250.78

SDMSTRUCTION ROTES:

1. The Work a shown ont Clement Street (Pran Sheet #4} shill oe pectonnedt
betwoen June tang Juy 34 curing tha summer rocaas af Romar UniaWEdy
The singing anna fer norertscueon 16 lenin to inet deh a9 Shite on he pio,
Tre CoeHracior stat aubenit @ pian (oe this lartindeary by phe of sanage fows,
fav rerwbeiet abc apeetecat By Che Che
4 Tne Contractor snob auteit a Tebthe Control Pian (7CP} ane achadue for tr
swith in Devel Weber Highway for-awew and approval by the Cay. the TOP
aha include -masmaye Doarda to advow of consbuichatn dctestle ME BAUS.
Al waek fromm Sta Sot 16 02S ahnlt bir paetocrined at ight betwee he hors at

Cd

/
a nal

REUOUG AND REINSTALL ; we

“we
$0 Pat and 5 AM. . dvooas Puwbnis !

8 The Contactos ynpu Inkad erodion fgstre dings en shaun on the plans peor of ‘ REGUPREDY |
126 thearing aed aarthorsthy Ve

7% The Conrgtor shall cat and Grub he newer route cae Wd of 20 fest and

COMTHAGTOR

-— CLEAR A OAUS UMITS ean ge “
PROPOSED SILT FENCE o STRUCT
a #8 PveSEnr 1

Propeparct GMb {1}
86 FLOW FILED
wot

GAY TO:
mee Samanennr ss aes
CLEAR & O80 LMITS.
Seooomaty bah, Minis end countngs wn the eovabeig water muir: at + i Le REMOVE AND REINSTALL,

lattes apprixintately 700 feet aguth on the Thing wan anain cronmnig, . fe ee an oa FONCS AS NEEDED
‘The amu valve in Jocaind #7 & gress ahouidar slongsia Qaniet Wecates os . : ve
figbway, nad shal be “cuban” tothe axuting Wourch cast otal aipeL A 2
wars sit iy ib alter repre at Bs login (See Cestird}
Mone: The aitditine of yay gate voher will afer a compre shuttewe af ine
Hist wate main duneg eptsebie aed boon hil of Pre nropasadt inch,
Server Fit}

Pros to croamag ia manning 1anch waiter mies as AMM Btu Uda, Ibo

Contactor shat qut and tendve a gainoa of he TBinch water main The

engl ed dpoatang 18nd igen te be removed ia appromerarety 0 inear

feet, od Shall Aba thy Mewnt trnoch excauaton 'o & noint Slee minim

beyord the lireia of tho trench excavauen on each ado. The wising

16°K18" Tee maak be removed and ssteyend 12 PVE

The sewer main Bes 4 witty

the prejact 0 addin, 3 vt mae

sod Confort ta the Uetutihs de ibe trie, acet BhaE chi of crushed

girtves (MEESKOY tte 204 Dy, ceampusctig ins 12-inch he to B55 ASTM

D159, Method G The Engister ahratl have # technician perform

compuckon fastng during nes operation.

‘The water rents shail wih:

foot oF HGench Cinss 52 Qucuke icons [Zine Coated} water man, bell shart

ata wager main pews, and ove (2) ald godven,

Whaide init Bidding, BACAR and oll entorinla aed wadkmanan:a shalt

gordon t the ceteerminents af Peanlshuck Water Wonka, Tecnica

Specifications ior Water Meo, Pyeinant end Servica instatsann, Jaa

shade eoriccem ter irre deen ors Ube pars, :
9 VR ieee fot thy shul pawn ded sroposcd i TRENCH PATCH
ever onosaling of the existing 1¢-inen dlameter water mivin are ae fokews: (shd DETAR S]
&. The Contactor shal aubeit a demaken Worm Plas. Trott Control Hart :
{TCP}, and # Scheiuin for raven an xoproval fy the Chy anid PMA at
Wooot mires 23) weaons in amen Of worn, . wor
‘The Contractor shad tumish and ieatel a anus gee walve chung +f deg,

aia

a . “we
ete wi Ee
&¥ oe 7 os SN Reon exist ee ta THEE
. Emad f

SLE!

bd

APPRGS JOLFOF HDs PRE
ANG TWO (2) 18" SGUG SLEEVES

SEC ETAL “ATA
CONSTRUCTION MOTE Wa
FOR OWATER UNE WORK

DETAIL “A”

SCALE: f= 5

pera on rae gape

NAG rit Aire SEAT PLE SA

PLAN VIEW ee yee]

lease

a

a

teatev PROFILE VIEW
AQ GATE WALYe

iO. foe pap miveaitar @maAlGea’ o
EUG zt

AIR RE. EAGH ASSEMGLY (SEE OETAR} VERTICAL SCALE: 4" = 4"

Ps Shear roaooulod wit ine wor mtn wtadieg ene Teak” ane pats
vwalvr installation shat be consioered Lncutental to ald bstudied in the 12.
foen mower Se urd atten (err 13
Any PYAN Poon shad he pet dire ctty ty ine Guy,
70. Approsimanty 40 hnepe feet of goabeg 264het diner immediately dowesiream
ef OH #7059 shake caretuity senowed, amd nerauilled afte instaliahon ot 175
Nha ewer ine below,
"1 ‘ee na ‘Ench see ie ad machol shal be teed. acsordanine wth the
fexquitarronte of the: froject Snot
w The exdasry fanan ia he very of SM KGBTE anak be cweruly rene at
Receematy, and reseegraied fing tratatiatiet di de Sewet hd drain ies.
1. Upes cvtigledar of tee sewer inatatio fins, a pawarend onan stay bor WBE ee
taetipocatly patched, piso by 3 oo ef ass an peranans paver
patch after OO-tnya. wel prone
fear and seed Praccordance sth the derala or ara,

2. HGHBAY
PAVEMENT LTS

wee

V1
L

CRUSHED OALANEL,
tCRMAPAETEG ETE

+ Sea rath outcan tn co tie

TYPICAL 2° AIR RELEASE VALVE
INSTALLATION ON DUCTILE IRON

wero

* Tie mestoration of ardacape arene SRE Pieters rhe ae Cao :
eavele wal be paid tor teparomty unde the aparopiale 160
ROADWAY feStoRATON contrat hers

+ Fiowsble fi of the samaining Hianch newar inf in piace tnpll bo
fa for uncer Fary team & - Flownbee Pt tor Pro Abanaoned
I

TAM RLMOCkT PER
TIANBAA SICH

Tagen acorn e Sa

Pair tar

CONNECT TO
EXISTING Diet
Ani INS YALL
BRECK INVERT

4 TEMPORAAY
SP avtcbag nT PAE
saweu?

TRENGH abs
a

oe
~goamren sa * ian saye

: y
inte ‘Te iemanne 1 TE CLAY bogota catnace
MW QUT s 45H. YO PROPORED 1H" Pvt SDRIS) |

. fam tat
Uy CREDO GRAVEL

ERMANEMY PAVEMENT ACEH
WOT MikGD ARPA TOMAR Ie UT ot
PavpAaint Taetaegs /* MINN]

AAS oro

TYPICAL SECTION SEWER TRENCH TYPICAL SECTION
WITH PERMANENT PATCH WITH TEMPORARY PAVEMENT PATCH
aT Ta SGA BT YO SEALE

o+09 . +50 4400 1+50 2400 - beso
—

PREPARED FOR: CLEMENT STREET

Be

Ei fri! Hsploware/Land Sorvwpare

DIVISION OF PUBLIC WORKS

ns BD Compra Skeoer JS Afiddion

L227 SEWER “1
REPLACEMENT PROJECT | 2

12 JANUARY 2oes

CITY OF NASHUA

OS BMEEDE STREET oNAgAA New halsipebe Ooodd (O09) Shoe deat

beaLe tote feb tone = [onan Hae, Stoe—37 CfutAY S0utR~ a0 one
ed O98 Waar DOAWEN LOE LOM 22 SWANS
saan

DIVISION 1

0779-021022
2022 SEWER REPLACEMENT PROJECT

> BID FORM
> BID SCHEDULE
> BID BOND

> CONTRACTORS QUALIFICATIONS

THIS FORM MUST. BE SUBMITTED WITH ALL RESPONSES TO iF8

BID FORM

PROJECT IDENTIFICATION: 2022 SEWER REPLACEMENT PROJECT

CONTRACT IDENTIFICATION NUMBER:__1FBQ779-021022

THIS BID S SUBMITTED TO: City of Nashua, New Hampshire
Purchasing Department 229 Main
Street, City Hall Nashua, NH
03061-2019

1. The undersigned Bidder proposes and agrees, if this BID ts accepted, to enter into an agreement with the City
in the form included in the BID Documents to perform all Work as specified or indicated in the BID Documents
for the prices and within the times indicated in this BID and in accordance with the other terms and conditions
of the BID Documents.

2. The Bidder accepts all of the terms and conditions of the Advertisement for BID and Information for Bidders,
including without limitation those dealing with the disposition of Security. The bid will remain subject to
acceptance for ninety 90 days after the day of bid opening, or for such longer period of ume that Bidder may
agree to in writing upon request of the City.

3. In Submitting this BID, Bidder represents, as set forth in the Agreement, that:

A Bidder has examined and carefully studied the 81D Documents and the following Addenda, receipt of
all which 6 hereby acknowledged.

Addendum No. Addendum Date
1 2142022
2 2/4/2022

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and site
conditions that may affect cost, progress, and performance of the work.

C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may
affect cost, progress and performance of the Work.

D. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional
or supplementary examinations, investigations, explorations, tests, studies and data concerning
conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may
affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods,
techniques, sequences, and procedures of construction to be employed by Bidder, and safety
precautions and programs incident thereto.

1FBO779-021022 2022 SEWER REPLACEMENT PROJECT Pageliof5S

THIS FORM MUST.BE SUBMITTED WITH ALL RESPONSES TO IFB

— Bidder does not consider that any further examinations, investigations, explorations, tests, studies, of
data are necessary for the determination of this bid for performance of the Work at the price(s) bid and
within the times and in accordance with the other terms and conditions of the BIO Documents

F Bidder is aware of the general nature of work to be performed by the City and others at the Site that
relates to the Work as indicated in the BID Documents.

G 6idder has correlated the information known to Bidder, information and observations obtained from
visits to the Site, reports and drawings identified in the BID Documents, and all additional examinations,
investigations, explorations, tests, studies, and data with the BID Documents.

H, Bidder has given written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has
discovered in the BID Documents, and the written resolution thereof by the City is acceptable to Bidder.

The BID Documents are generally sufficient to indicate and convey understanding of all terms and
conditions for performance of the Work for which the BID submitted

Bidder further represents that this BID genuine and not made in the interest of or on behalf of any undisclosed
individual or entity and is not submitted in conformity with any agreement of rules of any group, association,
organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit
a false or sham BID Bidder has not solicited or induced any individual or entity to refrain from bidding; and has
not sought by collusion to obtain for itself any advantage over any other Bidder or over the City.

The requirements of the New Hampshire Revised Statutes Annotated shall apply to this project. The Bidder is
responsible for compliance with all applicable statutes. The entire set of the Revised Statutes Annotated is
available online at:

htto://gencourt. state_nh.us/rsa/html/indexes/: Jefault.html

Bidder will complete the Work in accordance with the Contract Documents for the following prices:

See Attached Bid Schedule

A. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of
comparison of bids, and final payment for al! Unit Price Bid items will be based on actual quantiues
provided, determined as provided in the Contract Documents.

1FBO779-021022 2022 SEWER REPLACEMENT PROJECT Page |2o0f 5

7. The following documents are attached to and made a condition of this BIO:

A Bid Form — which includes a tabulation of Subcontractors, Suppliers and other individuals and entities
required to be identified in this proposal;

Bid Schedule;
Bid Band;

Construction Contractor's Qualification Statement; and

mo 7

Any and all addendums issued after the release of this BID. Upon issuance, addendums can be found
on the City website or on Bid Express with the original BID documents

8. Communications concerning this B10 shall be addressed to:
Kelly Parkinson, Purchasing Manager
Email: purchasing@ nashvanh gov

February 1
SUBMITTEDon ebruary 10 ,20 2022

Business Name (typed or printed): $.U.R. Construction West, Inc.

(J individual (J Partnership [x] Corporation (1) Joint Venture
Type.
OC General (0 General
( Pubtety Traded CD Professtonal
DJ umited (Odsemces

Other (C] temted Liability

Mub{Ae, “os

GUadwid: ippl’s Signature, General Pariner, Officer with quthority to siagn)

S.U.R. Construction West, inc.

DoingBusinessas):
Business Address: 51 Payne Road, Winchester, NH 03470

Phone: 603-357-7950 Email; _erika@surconstructionwest.com

Date and State of Organization; October 23, 2003; State of New Hampshire
Date and State of Incorporation: October 23, 2003; State of New Hampshire
10/23/2003

Date of Qualification to do business is

Names of CurrentGeneralPartners/Executive Officers/iaintP artners

Namev) 20 2 © Tile
Erika L. Payne President
Keith Patnode Vice President
Jenna Stromgren Treasurer

(Indic are manageng partner by an asterisk®}

1FB80779-021022 2022 SEWER REPLACEMENT PROJECT Page i 30f S