71.0405 addendum # 2 · 2015-08-13 · 2 age facility. w existing pipe nder watkins also the 10’...

24
The follow consider a so may re Section 1 Section 2 Section 3 Section 4 Section 5 ----------- Q1: Is the SARP10: Q2: You resistance SARP10: required. Q3: If we the under SARP10: Q4: Wha SARP10: unsuitable resolve th Q5: Wha SARP10: Q6: If the cost includ SARP10: storage si Old Loo wing informati and acknowle esult in the rej – Pre-bid Me – Additional – Updated 00 – MLG&W U – Links to Ge --------------- e bypass pum No, the bypa mentioned w e include an e The corrosio Waterproofin e have to exca cut and relate Yes, a line it at is the backf In general th e material is e he issue. t type of back See specifica e contractor d ded in any of The intent of ite as to not c os Hwy 51 Em on encompas edge this Add jection of the eeting Questio Questions an 0370 Comme Utility Maps eotechnical R --------------- Section 1 mp located in ass pump is lo ater proofing epoxy coating on resistance g on the exte avate addition ed foundation em is provide ill material req he suitable on encountered d kfill material d ation Section isturbs any im the bid items f the design is cause any sur Req mergency Se RFB No Jun sses Addendu endum in the Bid. ons and Repl nd Replies ercial Bid Form Report and Pro --------------- 1: Pre-bid Me our construct ocated on the the manholes g in addition to admixture wi rior of the ma nal material b n material? ed on the Bid quirement for -site material during excava do we use for 02530. mproved area s? s to jack and b rface disruptio quest for Bid ewer Line Re . 179821.71.0 ne 05, 2015 1 um # 2 for the e preparation ies m oject Plans --------------- eeting Quest tion easemen e other side of s and providin o the admixtu ll be in the co anholes shall eneath the pi Form for Und r the unimprov removed dur ation, enginee the undercut? as on site of th bore the pipe ons. eplacement A 0405 e above refer and submitta ---------------- tions and Re nt? f Highway 51 ng corrosion ure to the con oncrete. No ad be provided a ipe, will there dercut Backfil ved areas? ring excavatio ering judgmen ? he storage fac through the Addendum # renced RFB. al of its formal ---------------- eplies . resistance. W crete to preve dditional corro as specified. be additiona l. on can be use nt will be used cilities is there improved are 2 to Bidders shall Bid. Failure ---------------- Will the corros ent corrosion? osion coating l compensatio ed for backfill d at that time e a restoratio ea of the mini- l fully to do ------- ion ? g is on for . If to n -

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Page 1: 71.0405 Addendum # 2 · 2015-08-13 · 2 age facility. W existing pipe nder Watkins Also the 10’ new alignme he mini-stora ian on Watk t qualified yet n a bid the b in Addendum

The followconsider aso may re Section 1 Section 2 Section 3 Section 4 Section 5 ----------- 

Q1: Is the

SARP10:

Q2: You resistance

SARP10:required.

Q3: If wethe under

SARP10:

Q4: Wha

SARP10:unsuitableresolve th

Q5: Wha

SARP10:

Q6: If thecost includ

SARP10: storage si

Old Loo

wing informatiand acknowleesult in the rej

– Pre-bid Me

– Additional

– Updated 00

– MLG&W U

– Links to Ge

---------------

e bypass pum

No, the bypa

mentioned we include an e

The corrosioWaterproofin

e have to excarcut and relate

Yes, a line it

at is the backf

In general the material is ehe issue.

t type of back

See specifica

e contractor dded in any of

The intent ofite as to not c

os Hwy 51 Em

on encompasedge this Addjection of the

eeting Questio

Questions an

0370 Comme

Utility Maps

eotechnical R

---------------

Section 1

mp located in

ass pump is lo

ater proofing epoxy coating

on resistance g on the exte

avate additioned foundation

em is provide

ill material req

he suitable onencountered d

kfill material d

ation Section

isturbs any imthe bid items

f the design iscause any sur

Reqmergency Se

RFB NoJun

sses Addenduendum in theBid.

ons and Repl

nd Replies

ercial Bid Form

Report and Pro

---------------

1: Pre-bid Me

our construct

ocated on the

the manholesg in addition to

admixture wirior of the ma

nal material bn material?

ed on the Bid

quirement for

-site materialduring excava

do we use for

02530.

mproved areas?

s to jack and brface disruptio

quest for Bidewer Line Re. 179821.71.0ne 05, 2015

1

um # 2 for the

e preparation

ies

m

oject Plans

---------------

eeting Quest

tion easemen

e other side of

s and providino the admixtu

ll be in the coanholes shall

eneath the pi

Form for Und

r the unimprov

removed duration, enginee

the undercut?

as on site of th

bore the pipeons.

eplacement A0405

e above referand submitta

----------------

tions and Re

nt?

f Highway 51

ng corrosion ure to the con

oncrete. No adbe provided a

ipe, will there

dercut Backfil

ved areas?

ring excavatioering judgmen

?

he storage fac

through the

Addendum #

renced RFB. al of its formal

----------------

eplies

.

resistance. Wcrete to preve

dditional corroas specified.

be additiona

l.

on can be usent will be used

cilities is there

improved are

2 to

Bidders shall Bid. Failure

----------------

Will the corrosent corrosion?

osion coating

l compensatio

ed for backfilld at that time

e a restoratio

ea of the mini-

l fully to do

-------

ion ?

g is

on for

. If to

n

-

Page 2: 71.0405 Addendum # 2 · 2015-08-13 · 2 age facility. W existing pipe nder Watkins Also the 10’ new alignme he mini-stora ian on Watk t qualified yet n a bid the b in Addendum

Q7: You

SARP10:

Q8: Howmay also

SARP10:Watkins. Hand respo

Q9: Can the street?

SARP10:

Q10: Can

SARP10:pre-qualifas a vend

Q11: Wh

SARP10:

Q12: Wiltop of the

SARP10:

Q13: For

SARP10:carrier pip

Q14: Wh

SARP10:

Q15: If s

SARP10:EBO list, t

Q16: Thematerials

SARP10:

Old Loo

mention offse

The distance

do you expehave to offse

See the revisHowever, theonse above).

we move the?

See revised

n the low bidd

In order for Sied with SAR

dor before a c

en we aband

See revised

l there be anymanhole fram

See revised

r the sewer in

Bidders shoupes (including

o will verify th

The contract

sub is a mino

No, they havthey qualify fo

e plans and aacceptable?

See updated

os Hwy 51 Em

etting the line

e from the cen

ct the contract this pipe sec

sed plans wh alignment sh

manhole bac

plan sheet.

der be someo

SARP10 to acP10 by June ontract will be

on a manhole

notes on the

y transition onme and cover

notes on the

jacked liner w

uld include alg spacers and

he elevation o

tor.

ority woman d

ve to be MBE or both the SR

dvertisement

d plans which

Reqmergency Se

RFB NoJun

near the stor

nterline of the

ctor to bore uction as well.

ich show the hown across t

ck off the med

one who is no

ccept and ope4th, as statede executed.

e should we f

plans.

n the manholer?

plans.

will you be inc

l labor and md resilient con

of the casing

does it count f

or WBE, theyRF Fair Share

state that the

reference Gl

quest for Bidewer Line Re. 179821.71.0ne 05, 2015

2

rage facility. W

e existing pipe

nder Watkins Also the 10’

new alignmethe mini-stora

dian on Watk

t qualified yet

en a bid the b in Addendum

fill it with sand

e? Do you wa

cluding the pr

aterials relatenectors) in th

under Highwa

for both MBE

y cannot be be goal and the

e pipe materia

ass Fiber Re

eplacement A0405

What is the di

e to the cente

s using the ex offset is tight

nt for the crosage must rem

ins so we wo

t in the SARP

bidder must bem 1. The low

d or concrete?

ant us to have

rice of spacer

ed to the instahe line item en

ay 51?

E & WBE?

both. Howevee City’s M/WB

al to be used

inforced Poly

Addendum #

istance of the

erline of the ne

xisting locationt can we incre

ssing under tmain at 10’ (se

n’t have to sh

P10 program?

e in the procebidder shall o

?

e the 6’ diame

rs?

allation of thentitled “Sewer

er, if a vendor BE goal.

is Hobas. Are

ymer Mortar P

2 to

e offset?

ew pipe is 10

n? We believeease the offse

he stream anee related que

heet pile the n

?

ess of becomobtain full app

eter all the wa

encasementr in Jacked Li

is on the City

e other pipe

Pipe.

e we et?

nd estion

near

ing proval

ay to

t and ner.”

y’s

Page 3: 71.0405 Addendum # 2 · 2015-08-13 · 2 age facility. W existing pipe nder Watkins Also the 10’ new alignme he mini-stora ian on Watk t qualified yet n a bid the b in Addendum

Q17: Wil

SARP10:

Q18: Wh

SARP10:

Q19: Wh

SARP10:

Q20: Do

SARP10:

Q21: Do

SARP10:

Q22: Wil

SARP10:

Q23: Do

SARP10:

Q24: If o

SARP10:

Q25: Wh

SARP10:

Q26: Wh

SARP10:

Q27: Are

SARP10:

Q28: Wil

SARP10:

Old Loo

l you conside

No.

at type of doc

Please refer

at do you wa

Please refer

we have com

Refer to Spe

you consider

Yes it is cons

l you require

A means of f

we need tie o

Fall protectio

ur trench is d

A means of f

at do we nee

A qualified ri

at type of cer

Documented

e you going by

OSHA 1926

l the suppliers

No.

os Hwy 51 Em

r using plastic

cuments will w

to RFB for re

nt in the digita

to RFB for re

mpaction requ

ecification Sec

r the trench a

sidered a con

harnesses on

fall protection

off when we g

on is required

eeper than 12

fall protection

d for rigging f

gger is requir

rtification is re

d training on s

y general indu

Construction

s be required

Reqmergency Se

RFB NoJun

c pipe to mak

we have to su

equired docum

al submittal?

equired docum

irements in th

ction 02530.

confined spa

nfined space.

n the system f

n is required w

get into the tre

for access g

2’ we required

n is required w

for the excava

red for all rigg

equired for the

specific equip

ustry OSHA s

Standards

to attend saf

quest for Bidewer Line Re. 179821.71.0ne 05, 2015

3

ke the bid mo

ubmit for the b

ments.

ments.

he unimprove

ace?

for the trench

when fall heig

ench?

reater than 12

d additional fa

when fall heig

ator?

ging.

e rigging exca

pment.

standards or C

fety orientatio

eplacement A0405

re competitive

bid?

ed areas?

h?

ht is greater t

2’ in climb he

all protection?

ht is greater t

avator?

Construction?

on?

Addendum #

e?

than 6’.

eight.

?

than 6’.

?

2 to

Page 4: 71.0405 Addendum # 2 · 2015-08-13 · 2 age facility. W existing pipe nder Watkins Also the 10’ new alignme he mini-stora ian on Watk t qualified yet n a bid the b in Addendum

Q29: Wh

SARP10:

Q30: Are

SARP10:

Q31: Do

SARP10:

Q32: Is th

SARP10:

Q33: Are

SARP10:the mater

Old Loo

at type of saf

A designated

e you required

Yes.

you require m

Yes, STAs a

he weekly saf

No, just with

e there any sp

All materials rial in the pipe

os Hwy 51 Em

fety personne

d competent p

d to have a no

mandatory da

are required fo

fety meeting h

the contracto

pecial requirem

must be legae and the pipe

Reqmergency Se

RFB NoJun

el do the contr

person to add

on-working at

aily morning sa

or each crew.

held with the

or and subs.

ments for disp

ally disposed e and manhol

quest for Bidewer Line Re. 179821.71.0ne 05, 2015

4

ractors need o

dress safety h

tendant obse

afety meeting

contractor an

posal of the p

of by the cones themselve

eplacement A0405

on site?

hazards and c

erving during a

gs?

nd the SARP1

pipes and man

ntractor. For bes are non-ha

Addendum #

concerns.

a confined sp

10 team?

nholes?

bidding purposazardous.

2 to

pace entry?

ses, assume that

Page 5: 71.0405 Addendum # 2 · 2015-08-13 · 2 age facility. W existing pipe nder Watkins Also the 10’ new alignme he mini-stora ian on Watk t qualified yet n a bid the b in Addendum

Q1: PleasConShieldalternative

SARP10: all pre-casfilling in th

Q2: Will aCurrently prohibit) a

SARP10:

Q3: Will athe produThey norm

SARP10: exterior jo

Q4: It appEntering fprovide a

SARP10:

Q5: Theresecurity p

SARP10: property d

Q6: Doeswould onl

SARP10:

Q7: The ato the MillGilliland plimits? If

SARP10: ContractoRoad and

Q8: How

SARP10: Robertson

Old Loo

se confirm if thd Admix was e produce suc

Manhole prest manholes. he lifting holes

an interior lininthere are two

and Quadex A

No other inte

an exterior joinct if required.mally carry th

A double maoint wrap shal

pears that thefrom Watkins temporary ac

It is the Cont

e is a chain linpurposes whe

It is the Contduring constru

s the pipe havy allow the co

Deflection te

available worington Road

property to stof this allowanc

At this time wor will have acd Old Millingto

long can Rob

Vehicular acn must be ma

os Hwy 51 Em

Sectio

he use of a cotalked about ch as Xypex C

e-caster shall Any additiona

s) shall be pe

ng that is curro approved mAluminaliner s

erior coatings

nt wrap be req Conseal CSis in two width

astic seal shall be used at a

ere is no accedoesn’t appe

ccess easeme

tractor’s respo

nk fence alonn it intersects

tractor’s respouction.

ve to be defleontractor 90 d

sting is requir

rk space in thetaking up a p

ore the excavce is up to the

we do not expccess to the Con Road.

bertson Road

cess to the Paintained at al

Reqmergency Se

RFB NoJun

on 2: Additio

oncrete admixfor use on thiC-1000 admix

include an anal touchup worformed with

rently requiredethods of this

spray-on coat

or linings wil

quired at manS-212 info is ahs (8” and 12

ll be used in aall joints. Join

ess provided fear to be an oent for this se

onsibility to ac

g Millington Rs the construc

onsibility to re

ection tested pdays to constr

red per the sp

e constructionortion of it. Wated material

e bidder, it wil

pect any extraCity of Memph

d be closed, if

olice and Firell times.

quest for Bidewer Line Re. 179821.71.0ne 05, 2015

5

nal Question

xture will be ris project. Wilxture be acce

nti-microbial cork conducteda grout that c

d for sewers os: T-Lock PVCting (which is

l be allowed o

nhole joints? Aattached whic”) and two dif

all joints betwnt wrap shall b

for the work tooption with theection of the p

cquire access

Road. Will thection limits?

each an agree

prior to the 12ruct the pipe l

pecifications.

n limits are grWill the Owne

that will not fll be consider

a easements ohis property n

f Millington Ro

e Training Aca

eplacement A0405

ns and Repli

required for thll that be the peptable for us

concrete admd on the intericontains anti-

of this size beC lining (whicapplied after

on the interior

Also, what wich is a typical fferent thickne

ween precast sbe a minimum

o be done froe guard rail anproject?

s easements

e contractor h

ement with th

20 calendar dline.

See revised

reatly reducedr provide morfit in the currered a great ris

on the Gillilannorth of the int

oad is left ope

ademy north

Addendum #

es

his project. I bproduct spece?

ixture that preior of the manmicrobial adm

e required in tch the timing o

manhole inst

r of the manh

ill be the widtmanufactureesses (0.065”

sections of eam of 0.065” th

om stations 0+nd steep slop

from the prop

have to keep

he property ow

ay completion

contract mile

d from 17+50re easement oently providedsk to the cost

nd property. tersection of

en?

of the work s

2 to

believe that ified? Will an

events corrosnholes (includmixture as we

the manholesof this projecttallation).

holes.

h and thickner used for this” and 0.100”)

ach manhole.hick and 8” wi

+00 to 7+00. pe. Will the O

perty owners.

this fence up

wner to secur

n? If so, this

estone dates.

0 thru 24+00 don the Mike d constructionof the project

However, theOK Roberson

site along OK

sion in de ell.

s? t will

ess of s. .

. An de.

Owner

.

for

re his

due

n t.

e n

Page 6: 71.0405 Addendum # 2 · 2015-08-13 · 2 age facility. W existing pipe nder Watkins Also the 10’ new alignme he mini-stora ian on Watk t qualified yet n a bid the b in Addendum

Q9: Old LBID in thewith 42” Hfollowing: Polymer Mwill make referencePipe (FW Form. Thspec” wheyour Old L

SARP10:

Q10: CCproject bidto be instaCan you pother CCFyour proje

SARP10: Flowtite, a

Q11: OLDthat therereport to t

SARP10: from 1989Loosahatc

Q12: The54-in & ab

SARP10:

Q13: As dcasing at

SARP10:

Q14: In oways (Nosouth? T

SARP10:

Note: Thevent of a MLG&W U

Old Loo

Loosahatchie e second paraHobas pipe.”

“The ContraMortar (FRPMthe inclusion to one specif& CCF) is sp

he competitionere they can. Loosahatchie

See revised

FRPM PRINTd set, “PR 42 alled. CCFRPplease changFRPM locatioect.

See revised and other ma

D GEOTECHis “Geotechn

the bidders / s

The geotech9 and was notchie River ne

e specs show bove?

See revised

discussed in station 4+24.

See revised

order to decrerth and Southhis will decrea

See revised

e Bid Documa conflict betw

Utility Maps a

os Hwy 51 Em

HW 51 Emeragraph of pagIn Addendum

actor will be reM) Pipe?” I kn

of Flowtite Ofic product ind

pecified in then has taken d Please clarif HW 51 Eme

plans

TED ON REVInch CCFRP

PM is “Centrife this wording

ons, please ch

plans. The pnufacturers th

NICAL REPOnical Report” fsuppliers?

nical report ist performed foar Benjestow

casing pipe w

plans.

the pre-bid m92 (Creek) &

plans.

ease the jackih). Can the base the depth

plans.

ents contain ween the spec

are included a

Reqmergency Se

RFB NoJun

rgency Sewege 1 states: “Tm #2, can youeplacing the cnow we discu

Official and elidicates a “So City of Mempocuments simfy that Flowtitrgency Sewe

VISED PROJEPM” appears ofugally Cast Fg on the drawhange those t

plans call for Ghat meet the s

ORT FROM 1from 1989 fro

s included as or this specifi

wn Road.

wall thickness

meeting, can th 6+98.61 (N.

ng pit depth oore under norh of pit approx

the City of Mecifications and

as part of this

quest for Bidewer Line Re. 179821.71.0ne 05, 2015

6

r Line ReplacThe Contractoplease retrac

current intercessed this at thminate any cole Source Spphis Standardmilar to this ane Filament-W

er Line replace

ECT DRAWINon the Profile FRPM” or Hobwings from CCoo. This will

Glass Fiber Rspecification w

989. After Brom close to th

part of this adc project. Th

s for sizes up

he line be shiWatkins St.)?

on the south srth Watkins bx. 10-ft.

emphis Standd the drawing

addendum

eplacement A0405

cement’ LEGAor will be replct that statemeptor with 42”he Pre-Bid, bontractor’ conec.” Glass Fd Specificationd tried to re-

Wound (FW-FRement Projec

NGS. On drawView of the d

bas; Flowtite CFRPM to FRhelp clarify th

Reinforced Powill be allowe

rad Davis lefthe same area

ddendum. Plhe area in this

to 42-in. Wh

ifted to accom?

side of N. Wabe increased a

dard Construcgs, the drawin

Addendum #

AL NOTICE / lacing the cur

ment and resta” Glass Fiber

but stating thisnfusion. The iber Reinforc

ons and is liste-instate their “RPM) Pipe is

ct.

wing numbersdrawing whereis “Filament-W

RPM? Brad, ihat there is pi

olymer Mortar ed on the proj

t the meeting,. Can you ple

lease note ths report is adja

hat will be the

mmodate the

atkins St. as wapprox. 60-ft

ction Specificgs shall gove

2 to

REQUEST Frrent intercepate with the Reinforced

s in the Addenwording with ed Polymer Med on your Bi“old sole sour also specifie

s 7-8-9-10 of e the new pipWound FRPMf I missed anype competitio

pipe. HOBAect.

, Justin Aventease forward

at this report acent to the

e wall thicknes

new jack and

well as jack boin length to th

cations. In theern.

FOR tor

ndum

Mortar id rce

ed for

the pe is M.” y on on

AS,

t said that

is

ss for

d bore

oth he

e

Page 7: 71.0405 Addendum # 2 · 2015-08-13 · 2 age facility. W existing pipe nder Watkins Also the 10’ new alignme he mini-stora ian on Watk t qualified yet n a bid the b in Addendum

The c

1. U

2. 00si

3. 00to

Old Loo

changes summ

Unit Pricing lin

0370.2 Optionignificant cost

0370.7.1 Cono Proceed.

os Hwy 51 Em

Section

marized:

e item 02530

n/Alternate Pt savings if te

nstruction Mile

Reqmergency Se

RFB NoJun

3: Updated 0

0-6.28 descrip

ricing added tchnically acc

estone Comp

quest for Bidewer Line Re. 179821.71.0ne 05, 2015

7

00370 Comm

ption changed

to allow biddeeptable.

letion Date ch

eplacement A0405

mercial Bid F

d to “Silt Fenc

er to propose

hanged to “15

Addendum #

Form

ce”.

e alternate des

50” Calendar

2 to

sign that may

Days after N

y offer

otice

Page 8: 71.0405 Addendum # 2 · 2015-08-13 · 2 age facility. W existing pipe nder Watkins Also the 10’ new alignme he mini-stora ian on Watk t qualified yet n a bid the b in Addendum

SARP10 Program179821.71.0405

Old Loos Hwy 51 Emergency Sewer Line Replacement

RFB Issue1Jun2015

Bidder Response Column

Bidder Response Column

( ) - ( )( ) - ( )( ) - ( )

Bidder Response ColumnReceived and Incorporated

See Attached Pricing Table 00370.3.1

Bidder provides the following information to supplement the Bidder's bid pricing.Bidder Response Column

Bidder acknowledges receipt and inclusion of the following Addenda to the RFB - Yes/No

Business Interruption Plan

Confirm that Bidder maintains a Business Interruption/Disaster Recovery Plan that documents how Bidder will respond to disaster or pandemic to help minimize impact - Yes/NoIf Yes, plan should be submitted with RFB.

00370.2.2 Addenda to Request for Bid

Date Issued

00370.4.1 Company Status

in State ofin Country of

Bidder's company status is:(i.e., partnership, individual owned, joint venture, corporation, etc.)

Mobile Phone NumberFax Number

Addenda Number

Phone Number

TitleMailing Address/Number, Street

Mailing Address/CityMailing Address/State, Zip Code

Email Address

Delivery Address/Number, StreetDelivery Address/State, Zip Code

Country

Bidder's Representative Name

Country

Bidder's Bid DateBidder's Bid No.

Bidder is providing the information defined by the articles comprising Section 00270, INSTRUCTIONS TO BIDDERS, in the corresponding fields of this Section 00370, COMMERCIAL BID FORM.00370.2.1 Bidder's Contact Information

00370 - Commercial Bid Form

Bidder should refer to Section 00270, Instructions to Bidders, when completing this Bid Form. Bidder shall complete this form entirely and return it with Bidder's Bid.

00370.2 General Bid Parameters

Mailing Address/Number, StreetMailing Address/State, Zip Code

Taxpayer ID Number (or EIN)

00370.1 Bid Submitted byCompany Name

DUN'S #

00370.3 Bid Pricing Information00370.3.1 Bid Prices

00370.4 Supplemental Bid Information

Source: 00370, 2012, v.1.0 Commercial Bid Form Page 1 of 11

Page 9: 71.0405 Addendum # 2 · 2015-08-13 · 2 age facility. W existing pipe nder Watkins Also the 10’ new alignme he mini-stora ian on Watk t qualified yet n a bid the b in Addendum

SARP10 Program179821.71.0405

Old Loos Hwy 51 Emergency Sewer Line Replacement

RFB Issue1Jun2015

Bidder Response Column

Bidder Response Column

Bidder Response Column

Bidder Response Column

Bidder Response Column

Bidder Response Column

00370.4.2 Contractor License

License Number

All of Bidder's prices herein bid are firm and are non-escalatable. - Yes/NoIf No, explanation is included as an Exception.

00370.4.6 Taxes

Bidder certifies that it is licensed, as required, to engage in the RFB Work scope in the State/Province/Country the RFB Work is to be performed. - Yes/No

1st License Title

00370.4.3 Not Used

00370.4.5 Firm Non-Escalatable Pricing

2nd License Title in State/Province of

License Number

Bidder's bid is valid for acceptance by the Purchaser for a period of 180 days from the bid due date. - Yes/No

00370.4.7 Work at Jobsite

If no, Bidder's bid is valid for indicated days from bid due date. - No. Days

00370.4.4 Bid Validity Duration

Bidder has indicated proposed sub-subcontracted Work in attached Table 00370.4.7. - Yes/No

Bidder has accounted for all Jobsite existing and controlling conditions and limitations which may affect the Work performance and the Bidder's Bid. - Yes/No If No, explanation is included in Exception.

Bidder proposes that it will perform all the Work at the Jobsite with its own forces. -Yes/No

Bidder's prices included herein are in accordance with Article 00571.6 Taxes. - Yes/NoIf No, explanation is included as an Exception.

00370.5 Schedule Compliance

in State/Province of

Bidder has provided proposed Small Business/Minority/Disadvantaged Entrepreneur Participation Plan with its bid. - Yes/No

If No, Bidder has completed and submitted an attached alternative summary level schedule: - Yes/No

00370.6.1 Exceptions

Bidder certifies that its bid complies with all RFB commercial and technical requirements without exception and clarification. - Yes/No

Bidder certifies that its bid complies with all RFB commercial and technical requirements except for the following:

00370.6 Compliance with Request for BidNOTE: A bid based on Bidder's standard terms and conditions will not be considered. The bid must address specific exceptions, if any, to Purchaser's terms and conditions.

Bidder's source of craft labor to be utilized in the performance of the Work is

Bid is based on acceptance of all commercial requirements of this RFB. - Yes/NoIf No, all Commercial Exceptions have been accurately defined and identified as "Commercial Exceptions" on the Purchaser provided and Bidder attached Exceptions Form: - Yes/NoBid is based on acceptance of all technical requirements of this RFB. - Yes/NoIf No, all Technical Exceptions have been accurately defined and identified as "Technical Exceptions" on the Purchaser provided and Bidder attached Exceptions Form. - Yes/No

Bidder agrees to meet the schedule dates indicated in the RFB documents: - Yes/No If No, explanation is included in Exception.

Source: 00370, 2012, v.1.0 Commercial Bid Form Page 2 of 11

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SARP10 Program179821.71.0405

Old Loos Hwy 51 Emergency Sewer Line Replacement

RFB Issue1Jun2015

Bidder Response Column

Bidder Response Column

(Attachment 3)(Attachment 4)(Attachment 5) (Add additional lines as needed)

00370.6.2 Clarifications

The Bidder declares that it has familiarized itself with the conditions affecting the Work. The Bidder also declares that only the persons or firms interested in the bid as principal or principals are named herein; that no other persons or firms have any interest in this bid or in the Subcontract to be entered into; that this bid is made without connection with any person, company, or party likewise submitting a bid; and that it is in all respects for and in good faith, without collusion or fraud. - Yes/No

If written notice of acceptance of this bid is delivered to the Bidder within “Bid Validity” days after the date set for receipt of bid, or any time thereafter before the bid validity expires, the Bidder will, within 5 days after receipt of a formal Subcontract for signature, exercise and deliver to Purchaser a signed Subcontract in the form provided by the Purchaser in accordance with the documents provided herein. - Yes/No

If No, all Commercial Clarifications have been accurately defined and identified as "Commercial Clarifications" on the Purchaser provided and Bidder attached Clarification Form. - Yes/No

If No, all Technical Clarification have been accurately defined and identified as "Technical Clarifications" on the Purchaser provided and Bidder attached Clarification Form. - Yes/No

Bidder certifies that its bid complies with all RFB commercial and technical requirements without clarification. - Yes/No

00370.8 Declarations

00370.7 Bid AttachmentsIn addition to this Commercial Bid Form and Tables indicated herein, the Bidder's Bid contains supplemental information and details attached to this bid consisting of the following:(Attachment 1)(Attachment 2)

Source: 00370, 2012, v.1.0 Commercial Bid Form Page 3 of 11

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SARP10 Program179821.71.0405

Old Loos Hwy 51 Emergency Sewer Line Replacement

RFB Issue1Jun2015

Estimated Quantity Unit Price Extension Price

1 6595

1 900

3500 6020 575

5545 1050

1 $ 20,000.00

6020 1

14000

16

317

16 16 2

480

330

1 $ - $ -

-$

Seeding (with mulch)

LSLF

EA

VF

EAEAEA

Unit of 1000 SF

02531-6.14

02920-5.01

Traffic ControlSilt Fence

6' Diameter Standard Depth Precast Concrete Manhole

6' Diameter Extra Depth Precast Concrete Manhole Vertical Foot

Sewer Manhole Rim and CoverDewatering for Manhole InstallationAbandonment of Existing Manhole

02530-6.27

02531-6.02

02531-6.0602531-6.10

LF

02530-6.25LF

LF LF

Site Preparation and Restoration

02530-6.04Glass Fiber Reinforced Polymer Mortar Pipe

LF

Pavement Backfill02530-6.07.16.42

Bid Submitted by (Company Name)

Light Cleaning & Mainline CCTV Inspection02530-6.01

In the event of a Purchaser-approved change in the scope of Work for which a unit price from this Table is not applicable, as determined by the Purchaser, the Subcontractor shall provide a new unit price for review and acceptance by the Purchaser. Subcontractor shall provide all information requested by the Purchaser to substantiate the value of the new unit price.

Item Description

LFLS

Abandonment of Existing Pipe02530-6.22 Removal of Existing Pipe

Table 00370.3.1 - Unit Price Bid Form

0000100003-6.01

Bidder should refer to Section 00270, Instructions to Bidders, when completing this Bid Form. Bidder shall complete this form entirely and return it with Bidder's Bid.

00370.3 Bid Pricing Information

LS

Unit of Measure

00370.3.1 Unit Pricing

Item NumberMobilization

Bidder proposes to complete the RFB Work based on firm, fixed, unit prices (US dollars), which prices multiplied by the final Work quantities would represent the full consideration to Bidder for its complete and satisfactory performance of the Work in compliance with all the terms and conditions of the RFB Documents. The Unit Prices in this Table include the cost of all the work which is required or implied by the RFB documents or which may be inferred therefrom, and which is customarily provided in furnishing a complete and finished work item of its kind. Further, any and all alterations, modifications, and adjustments to the work item, which is reasonably foreseeable or customarily encountered in providing and installing equipment, material, and services of the work item kind, will be performed without additional compensation.

Ton

Bidder Response Columns00370.3.1.1 Unit Prices

02530-6.23

Note the Subcontractor shall provide documentation to determine compensated cost per each manhole adjustment using the rates described above.

02530-6.02 Undercut Backfill Ton

02530-6.26

3" Asphalt Concrete Removal and Replacement

02530-6.19.01.84 Sewer in Jacked Liner

02950-01.01

100% Performance and Payment Bonds Lot

Total Estimated Unit Price Value

SY

LSAllowance of Property RestorationDewatering for the Installation of Sewer Pipe

02530-6.28

02531-6.01.06

Source: 00370, 2012, v.1.0 Commercial Bid Form Page 4 of 11

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SARP10 Program179821.71.0405

Old Loos Hwy 51 Emergency Sewer Line Replacement

RFB Issue1Jun2015

Add or Deduct Extended Price

$ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -

00370.2 Option/Alternate Pricing00370.2.1 Subcontractor-Offered Option/Alternate Price

Item Description

Source: 00370, 2012, v.1.0 Commercial Bid Form Page 5 of 11

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SARP 10 Program179821.71.0405

Old Loos Hwy 51 Emergency Sewer Line Replacement

RFB Issue1Jun2015

00370.4.7.1 Sub-Subcontracted Work

Scope of Sub-Subcontracted Work Sub-subcontractors (Name and Address)

MBE or WBE

% of Total Work Value

Safety Information

Included (Y/N)

Current EMR

% of Work performed by Bidder. (Bidder Company Name) 100.0%(a)(b)(c)(d)(e)(f)(g)

100.0%Total Percentage Value (Must Equal 100%)

Bid Submitted by (Company Name)

Table 00370.4.7 - Sub-Subcontracts

Bidder should refer to Section 00270, Instructions to Bidders, when completing this Table.

00370.4.7 Sub-SubcontractsBidder proposes that specific portions of the Work scope not performed by Bidder will be Sub-Subcontracted to the Sub-subcontractors indicated below. The value of each Sub-subcontract is indicated as an approximate percentage value of the total monetary value of the Bidder's Bid.

Source: 00370, 2012, v.1.0 Commercial Bid Form Page 6 of 11

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SARP 10 Program179821.71.0405

Old Loos Hwy 51 Emergency Sewer Line Replacement

RFB Issue1Jun2015

Bid Submitted by (Company Name)

Count Reference ArticleCE1CE2CE3CE4CE5CE6CE7CE8CE9

Count ReferenceTE1TE2TE3TE4TE5TE6TE7TE8TE9

TE10TE11TE12TE13TE14TE15TE16TE17TE18TE19TE20

00370.6.1.2 Technical ExceptionsStated Technical Exceptions

Bidder should refer to Section 00270, Instructions to Bidders, when completing this Form.

00370.6.1 ExceptionsThe Bidder’s specific Exceptions herein itemized and included with the bid represent an exhaustive list of any and all explicit variations or deviations from the requirements of the RFB documents. Bidder confirms that otherwise, it is the intent of Bidder's bid that the Work will be performed in strict accordance with the requirements of the RFB documents.

Table 00370.6.1 - Exceptions Form

00370.6.1.1 Commercial ExceptionsStated Commercial Exception

Source: 00370, 2012, v.1.0 Commercial Bid Form Page 7 of 11

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SARP 10 Program179821.71.0405

Old Loos Hwy 51 Emergency Sewer Line Replacement

RFB Issue1Jun2015

Bid Submitted by (Company Name)

Count Reference ArticleCC1CC2CC3CC4CC5CC6CC7CC8CC9

Count ReferenceTC1TC2TC3TC4TC5TC6TC7TC8TC9

TC10TC11TC12TC13TC14TC15TC16TC17TC18TC19TC20

Table 00370.6.2 - Clarifications Form

00370.6.2.1 Commercial ClarificationsStated Commercial Clarification

Bidder should refer to Section 00270, Instructions to Bidders, when completing this Form.

00370.6.2 ClarificationsAll of Bidder’s Clarifications herein itemized and included with the bid do not constitute explicit variation or deviation from performance of the Work by the Bidder in strict accordance with the requirements of RFB documents.

00370.6.2.2 Technical ClarificationsStated Technical Clarification

Source: 00370, 2012, v.1.0 Commercial Bid Form Page 8 of 11

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SARP 10 Program179821.71.0405

Old Loos Hwy 51 Emergency Sewer Line Replacement

RFB Issue1Jun2015

Item Milestone Description*LDs

Apply?

BidderComplies?(Yes/No)

1Completion of the Work after issuance of the Notice to Proceed.

Yes

Note: Subcontractor performance will directly impact future procurements for the SARP10 Program, schedule is critical and must be maintained.

00370.7 Schedule ComplianceState any exceptions in 00370.6.1.

00370.7.1 Construction Milestone Completion Dates

Construction MilestoneCompletion Date

150 Calendar Days after NTP

*LD indicate that completion of the Work after the "Construction Milestone Completion Date" is subject to liquidated damages per applicable Articles of Section 00571.

Source: 00370, 2012, v.1.0 Commercial Bid Form Page 9 of 11

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SARP 10 Program179821.71.0405

Old Loos Hwy 51 Emergency Sewer Line Replacement

RFB Issue1Jun2015

TBD

EventDueDate

C01 None Executed Subcontract in the form provided by thePurchaser

5 After Receipt of Subcontract for Signature

C02 00571 Payment Estimate Breakdown 10 After Effective Date and Prior to First Payment with monthly updates

C03 00572 Lien Waivers and Report of Disadvantaged Business Enterprise Participation Form

With Each Invoice

C04 00572 Final Lien Waivers from Subcontractor and Sub-subcontractors and Sub-subcontractors subcontractors and Report of Disadvantaged Business Enterprise Participation Form

With Final Invoice

C05 00571 Final Payment Invoice and Report of Disadvantaged Business Enterprise Participation Form

45 After Issuance of the Notice Of Final Completion and Acceptance

C06 00572 Contractor Licenses 14 Before Mobilization OnsiteC07 00572 Written Notice and Supporting Documentation, of

all Claims10 After Occurrence of Event Giving

Rise to the Claim

C08 00572 Insurance Certificates for Purchaser Approval Prior to MobilizationC09 00572 Initial Issue Subcontractor's Work Execution

Schedule30 After Effective Date

C10 00571 Subcontractor Actual Man-hours Expended and Quantities Installed

Weekly After Mobilization Onsite

C11 00575 Subcontractor's Daily Report Daily After Mobilization Onsite

C12 00575 Signed Daily Reports Daily After Mobilization Onsite

C13 00575 Weekly Coordination Meeting Agenda Input Weekly Prior to Weekly Coordination Meeting

C14 00575 Subcontractor's Safety, Health and Accident Prevention Program

Prior to Mobilization Onsite

C15 00575 Subcontractor’s Hazardous Waste Project Health and Safety Plan

Prior to Mobilization Onsite

C16 00575 Safety and Health Representative Resume Prior to Assignment and Mobilization

C17 00575 Verification of meeting Hazardous Waste Requirements of 29CFR1910.120

5 Prior to Mobilization Onsite

C18 00575 Hazardous Materials Documentation With Each Hazmat Shipment

C19 00575 Safety and Health Records Monthly After Mobilization Onsite

C20 00575 Evidence that Jobsite Personnel have Passed Drug Testing

10 Prior to Mobilization Onsite

C21 Loss Control Manual

Fall Protection Plan 5 Prior to Starting Work Operations

C22 Loss Control Manual

Chemical Hazard Communication Plan, as applicable

5 Prior to Mobilization Onsite

C23 Loss Control Manual

Substance Abuse Program 5 Prior to Mobilization Onsite

C24 00672.4 W-9 of Subcontractor and Sub-subcontractors also include Contact Information for each including email and address

With Bid

C25 00672.3 Certificate of Nondiscrimination for Subcontractor and Sub-subcontractors

With Bid

C26 00672.4 Equal Business Opportunity Program Compliance Form for Subcontractor and Sub-subcontractors

With Bid

C27 00672.4 M/WBE Certificates for both Subcontractor and Sub-subcontractors as applicable

With Bid

ItemReference

Section Submittal Item

Submittal DatesCalendar

Days00370.8.1 Commercial Submittals

00370.8 Schedule of SubmittalsEffective Date:

Bid

der A

gree

s?Ye

s/N

o

The following are post-award Subcontract submittals. This list is not all-inclusive. The RFB documents contain submittal requirements that are not included in this list. It will, however, remain the successful Bidder's responsibility to comply with submittal requirements whether or not the submittal is included in the following list:If Bidder does not agree, state an exception in 00370.6.1.

Source: 00370, 2012, v.1.0 Commercial Bid Form Page 10 of 11

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SARP 10 Program179821.71.0405

Old Loos Hwy 51 Emergency Sewer Line Replacement

RFB Issue1Jun2015

TBD

EventDueDateItem

ReferenceSection Submittal Item

Submittal DatesCalendar

Days

00370.8 Schedule of SubmittalsEffective Date:

Bid

der A

gree

s?Ye

s/N

o

The following are post-award Subcontract submittals. This list is not all-inclusive. The RFB documents contain submittal requirements that are not included in this list. It will, however, remain the successful Bidder's responsibility to comply with submittal requirements whether or not the submittal is included in the following list:If Bidder does not agree, state an exception in 00370.6.1.

C28 00170 Bid Bonds With Bid

C29 00571 Security Instruments 10 Effective Date

Source: 00370, 2012, v.1.0 Commercial Bid Form Page 11 of 11

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Old Looos Hwy 51 Em

Reqmergency Se

RFB NoJun

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