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Agenda Item Details
Meeting Jun 19, 2018 - REGULAR MEETING OF THEM UT PROSPECT VILLAGE BOARD - 7:00 p.m.
Category 8. VILLAGE MANAGER'S REPORT
Subject 8.1 Motion to accept bid for 2018 Water Main Replacement Project (Prospect Ave, School St,
Lincoln St, Maple St) in an amount not to exceed $1,209,170.
Access Public
Type Action
Preferred Date Jun 19, 2018
Absolute Date Jun 19, 2018
Fiscal Impact Ye.2
Dollar Amount if 209f 170. 00
Budgeted Ye*1
Budget Source Water and Sewer Enterprise Fund
Recommended Action Accept the lowest cost, responsive bid to construct the 2018 Water Main Replacement
Project (Prospect/School/Lincoln/Maple) as submitted by Patnick Construction, Incorporatei.'
of Franklin Park, Illinois in an amount not to exceed $1,209,170.
Public Content
In the current budget, funds are allocated to replace aged and deteriorating Village -owned water mains. Pursuant to
the findings discussed in the 2017 Water Rate Study, this year's proposed project is scaled to begin a multi-year
process of reducing the life expectancy of water mains to 130 years. This improvement will increase the reliability and
sustainability of the water distribution system. Analysis performed during the Water Rate Study indicated that our
former rate of renewal approached 600 years.
This year's proposed project includes, the replacement of 3,900 lineal feet of 6" diameter water main, with 10"'
a,
diameter water main. The project area is depicted on the attached site map. Streets affected include Prospect Avenuk"
(between Emerson Street and School Street), School Street (between Prospect Avenue and Lincoln Street), Lincoln
Street (between School Street and Emerson Street), as well as Maple Street (between Prospect Avenue and Lincoln
Street).
Hydraulic modeling has indicated that increasing the size of this water main segment is necessary in order to improvc
fire flow and facilitate a wide range of potential redevelopment in the area. Failure analysis reveals frequent breaks
and service disruptions particularly along Prospect Avenue, Maple Street, and School Street. In addition, pipes in the
target area are among the oldest and smallest in the Village water distribution system.
Most of the new main will be installed utilizing directional drilling technology. Consequently, surface disruption to
pavements and turf will be minimal. However, due to existing utility conflicts, a section of the project on Prospect
Avenue between Emerson Street and Maple Street will be replaced using open -cut excavation.
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The project includes approximately 330 lineal feet of storm sewer replacement; twenty three (23) new water mair
valves and vaults; twelve (12) new Mueller fire hydrants; other water main appurtenances, and surface restoration.
Work is expected to commence in mid-July and reach final completion before the end of the year.
'' -
Detailed plans, specifications, and bidding documents necessary to facilitate contractual performance of this work
were prepared by the Village's engineering consultant for this project, Baxter & Woodman of Crystal Lake, Illinois. A
copy of the bid documents and project plans are attached.
Planned work was divided into a Base Bid and an Alternate Bid. The Base Bid included water main replacement work
on Prospect Avenue, School Street, and Lincoln Street. The Alternate Bid encompassed optionally awarded water main
replacement work on Maple Street. The work was bifurcated in this manner to provide a means to adjust the scope of
the project depending upon bid prices. That is, if prices came in high, work could be limited to the Base Bid.
Conversely, if bids were competitive, the project could be expanded to include Maple Street.
Thirteen (13) area firms who have experience with municipal water main replacement projects were invited to bid on
this project. In addition, •'rk was publicly advertised rrequired.
On June 11th 2018, the bids were publicly opened and read aloud. Seven (7) firm's submitted bids. The results are
delineated in the table below:
Contractor
Base Bid
Alternate Bid
Total
Patnick Construction, Inc.
$916,525.00
$182,720.00
$1,099,245.00
Concept Plumbing, Inc.
$985,000.00
$185,000.00
$1,170,000.00
Martam Construction, Inc.
$1,028,070.00
$186,820.00
$1,214,890.00
Copenhaver Construction, Inc.
$1,050,540.00
$197,860.00
$1,248,400.00
Trine Construction Corp.
$1,094,207.00
$173,077.00
$1,267,284.00
John Neri Construction Co., Inc
$1,063,405.00
$216,070.00
$1,279,475.00
Berger Excavating Contractors, Inc.
$1,326,482.00
$229,020.00
$1,555,502.00
ME_ ... 111'
All bids were reviewed to ensure that the documents had appropriate signatures and bid security. All bids
were submitted with requisite documents, security, and signatures. A copy of Patnick's bid submittal is attache]
Based on review of the bids, the lowest responsible bidder is Patnick Construction, Inc. of Franklin Park, Illinois
(Patnick). Patnick has performed w• •r the Village in the past. Mostthey • -2017 Water Main
Replacement ProjectStreet.• on project was c• • ' • satisfactorily. In addition,checks
indicated that Patnick has satisfactorily completed similar work in other communities. It is the opinion of staff that
Patnick is qualified to successfully prosecute this proposed project.
Due to the strong interest and competitive nature of bids, staff recommends including both Base Bid and Alternate Bid
work in the proposed project award. Sufficient funding for this proposed work exists in the current budget.
Since the project inclu•- •- • •work,- is a possibility of • - -en repairs. Staff is requesting1'
contingency ($109,924.50) to address any of these unforeseen issues should they arise. A 10% contingency would
bring the project award total to $1,209,169.50 (the $1,099,245.00 base and alternate bid plus the 10% contingency
• i
1. Accept lowest cost bid from Patnick Construction, Inc. of Franklin Park, IL to construct 2018 Water Main
Replacement Project.
2. Action at discretion of Village Board.
Staff Recommendation
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Staff recommends that the Village Board accept the lowest cost, responsive bid submitted by Patnick Construction,
Inc. of Franklin Park, Illinois to construct the 2018 Water Main Replacement Project (Prospect Ave/School St/Lincoln
St/Maple St) for an amount not to exceed $1,209, 170.
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Administrative Content
Added the street names to the title / name of this project so people will know where the "2018 Water Main
Replacement Project" is actually happening.
NB
Executive Content
Motion & Voting
Accept the lowest cost, responsive bid to construct the 2018 Water Main Replacement Project
(Prospect/School/Lincoln/Maple) as submitted by Patnick Construction, Incorporated of Franklin Park, Illinois in a
amount not to exceed $1,209,170. 1
Motion by Paul Hoefert, second by Michael Zadel.
Final Resolution: Motion Carries
Yea: William Grossi, Eleni Hatzis, Paul Hoefert, Richard Rogers, Colleen Saccotelli, Michael Zadel
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BOND NO. 30/18
UNITED FIRE & CASUALTY COMPANY 118 Second Avenue SE, PO Box 73909
Cedar Rapids, Iowa 52407-3909 319-399-5700
Bid Bond
CONTRACTOR: (Name, legal status and address) SURETY: (Name, legal status and principal place
Patnick Construction, Inc. of business)
431 Podlin Drive United Fire & Casualty Company
118 Second Avenue SE
Franklin Park, IL 60131
OWNER: (Name, legal status and address)
Village of Mount Prospect
50 South Emerson Street
Mount Prospect, IL 60056
BOND AMOUNT: Ten Percent (10%) Of Bid Amount
PROJECT: (Name, location or address, and Project number, if any)
2018 Water Main Replacement Project
P.O. Box 73909
Cedar Rapids, Iowa 52407
This document has important legal
consequences. Consultation with an attorney is
encouraged with respect to its completion or
modification.
Any singular reference to Contractor, Surety,
Owner or other party shall be considered plural
where applicable.
The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety
bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The
conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or
within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract with the
Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract
Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance
of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or (2) pays to the Owner the
difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the
Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void,
otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor
to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding
sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor
shall obtain the Surety's consent for an extension beyond sixty (60) days.
If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be
Subcontractor and the term Owner shall be deemed to be Contractor.
When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in
this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such
statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be
construed as a statutory bond and not as a common law bond. Signed and sealed this 11 th day of June, 2018
Patnick Construction, Inc.
—Q
(Principal) (Seal)
(Witness)" _t
(Title)
UNITED FIRE $ CASUALTY COMPANY
Jeremiah G. Cri e
IV
.. (Surety) (Seal)
( ness) Attornev in Fact & Agent
(Title)
CONT0525 (072010)
The language in this document conforms exactly to the language used in AIA Document A310 2010 edition.
UNITED FML& CARTAL717YCONIPAINY, CEDAR IW IDS, IA fllfjuirlL_�-_ sural.Departnielit
ag
Second Ave SE,
r -
i �t -I)FIPJ:; -fNDEi%!R\11'1"�COI%,IPA---Y,WEBS'fEl',I"
FfNANCIAL PACIFIC INSUP-LANCECON1,113ANY, ROCKLIN, CA Cedar Rapids, TA 52401
UNITE 118S
ul gi CERTIFIED COPY OF POWER OF ATTORNILY
i(orminal on file at Horne Office of Company - See Certification)
KNUWALL PERSONS BY THESE PRESENTS, That United Fire & Casualiv Company, it corporation duly organized and existilis, under the laws
of the State of IoAva, United Fire & Indenintly Coniparty, a coiporwion duly on-pinizzed and existing under the Iaivs oftine State ol'Texas; and
1-Himicial Pacific Insurance Cornpuy,a torpor atiou duly on4anized and e-xismis under the Was of the Suite of California (herein collectively called
[lie Companies), and having theil, corporate headquarters iti Cedar Rapids, Sittie of Iowa, does make, constitute and appoint
JEREMIAH G. CRISE, TRACT L. MATYSEK, EACH INDIVIDUALLY
their title and Inx-,effil Attorneys) -in -Fact with power and authority herebij, conferred to sim seal and execute in its behalf all lawful bonds,
iind,-tiiikiii2sand odicrobligatory insLru[UeLILSOfSiMil&nature l)YON,idedthat iloshiz-Icoblis4-,itiousliall(,-,cceed $50,000,000-00
-
and to bind tire Conipanies thereby as fully gild to die sauce extent as if such instruments were signed by. The duly autliorized offlicers of die Companies
and all of die acts of said Attorney, pursuant to vile authority hereby given and hereby inuffied and confifuied.
-Die AtithoriLYlierelly ganted shrill expire die9th day of November, 2019 unless sooner revolted by United Fire & Casualty
Company, United. Fit- & Indcairilty Company, and Fiflancial Pacific Insurance Company.
11iis Power of Attorney is niadee and t.xecuttd Pursuant to and by audiority ofilie following bylaw duly adopted on ivlay 13, _10i -i, by tie Boards of
, 7
Directors of United Fire &- Casualty Company, United Fire & indemnity Cornpauy, and Financial Pacific Insurance Company_
"Arricle'VI - Suret %. Bonds and Tluderbldings-
Section 2_Appoinumeni of Anorney-in-Fact. '`Ilse Pmsideni or any Vice President, or any other officer of the Companics may, from !inle to ifille., apponiz by \vrinetl
cenificales anorileys-LI-fact 10 act in behalf of die coll-inailirs in flie execution of policies of insurance, bonds, 1131dallaIjings and oderobli2wory orij-
Lisinin, --s
anf kv ilalilrL
The signature of any officer atilliorizeil liffeliv, and the Corporate seal- may be affixed by facsimile to any p
0XVC37 Of al101Dey or special uo"Idr of ailonicy or cenificaucin of
eldler atiflio6red, heieby, w6 6,,iqm1we and stml, k0relt so oscil, heiiig adopitO by the Compamies as tile original. Signature of such officer and die original seal ofille
nsllp'"IWS' 10 ae Validalld binding, upoll ill,", r01i11)alnC,'Wilh -AVe SaMe ft;VCC Wid effeCT as J�jaj'�Sh 111011siltly affiNcti, Fiveh subjuni to flic thriiratiow,� set of
tOzzh in 01 R! of attdwyiry '01*11'qave F'01i po%%,eT wbind dict Compiuiics by their sigillUrCiind CNeCUU011 of any such ins(rumcnis and to arradi the seal
tile Contraries thereto. Jlie President or any Vice President, the Board of Dirucion or ally other officer of tile Companies may at any nine revoke all power ind authority
PI-evious[y givell to ally atiomey-ill-fact.
On 9th day of November, 2017, before me personally came Dennis J. Richmann
to tire known, who being by tire duly sworn, did depose and say.- that he resides in Cedar Rapids, State of Iowa- that he is a Vice President oftlniLed Fire
9, Casualty Conipany, a Vice President of United Fire & indemnity Company, and a Vice Pres-
ident of Financial Pacific Insurance Cowpony the
corporations described in and which executed the above instrument; that he knows the seal of said corl)orations; that the seal affiNed to the- said
1111U11111,2111 is Such ffill)Ofald Seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that lie signed his
annie dlevelo ourstimit to like authority, -,wd acluiolaledges --firne to be the act and deed of said corporations -
rant . Patli Waddell
;Z
a 4�' 10%%G N0121121 Seal
'
6 Commission number 713274 Notary Public
'"k My Commission Expires 1012612019
My courinission e\ 10P26P2019
T. -X,,I,%-y A. Bertsch, Assistant Secretary of United Fire & Casuaity Coniparty and Assistant Secretary of United Fire & Inderruilty Conii)any, and Assistant
Secretary of Financial Pacific Insurance Corripany, do hereby certify that I have compared die foregoing copy of die Power ofAno rney and affidavit, and
the copy of the Section of die bylaivs and resolutions of said Coq)ornrions as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN' THE
FIOM E OFFICE OF SAID CORPORATIONS, and that the sarne are correct transcripts thereof, and of the whole of the said originals, and That the said
Power of Attorney has not be --n revoked and is now in full force and effect.
In testinion", whereof I have aly nalue and affiNed [lie coil3orale seal of the said Corporations
this 11 th dirv, of June 18
By:
Assistarli Secretary,
Ipfi
Z41
U -(-'&C & 1jr.&I & FPjC
[N WITNESS WTIEREOF, tire COMPANIES have each caused diese presents to be sided by its
PW"otler4 s
4,
vice president and its corporate seal to be hereto affixed this 9t h day of November, 2017
4,1,.
UNITED FIRE & CASUALTY COMPANY
A
41
F R
FN -D FIRE
L "ITE - & INDEMNITY COMPANY
%
FINANCIAL PACIFIC INSURANCE COMPANY
13y:
Stale of Iokwi� County
ol'Linn, ss:
Vice President
On 9th day of November, 2017, before me personally came Dennis J. Richmann
to tire known, who being by tire duly sworn, did depose and say.- that he resides in Cedar Rapids, State of Iowa- that he is a Vice President oftlniLed Fire
9, Casualty Conipany, a Vice President of United Fire & indemnity Company, and a Vice Pres-
ident of Financial Pacific Insurance Cowpony the
corporations described in and which executed the above instrument; that he knows the seal of said corl)orations; that the seal affiNed to the- said
1111U11111,2111 is Such ffill)Ofald Seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that lie signed his
annie dlevelo ourstimit to like authority, -,wd acluiolaledges --firne to be the act and deed of said corporations -
rant . Patli Waddell
;Z
a 4�' 10%%G N0121121 Seal
'
6 Commission number 713274 Notary Public
'"k My Commission Expires 1012612019
My courinission e\ 10P26P2019
T. -X,,I,%-y A. Bertsch, Assistant Secretary of United Fire & Casuaity Coniparty and Assistant Secretary of United Fire & Inderruilty Conii)any, and Assistant
Secretary of Financial Pacific Insurance Corripany, do hereby certify that I have compared die foregoing copy of die Power ofAno rney and affidavit, and
the copy of the Section of die bylaivs and resolutions of said Coq)ornrions as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN' THE
FIOM E OFFICE OF SAID CORPORATIONS, and that the sarne are correct transcripts thereof, and of the whole of the said originals, and That the said
Power of Attorney has not be --n revoked and is now in full force and effect.
In testinion", whereof I have aly nalue and affiNed [lie coil3orale seal of the said Corporations
this 11 th dirv, of June 18
By:
Assistarli Secretary,
Ipfi
Z41
U -(-'&C & 1jr.&I & FPjC
BID SECURITY
Included with this bid is a bank cashier's check, certified check or bid bond in the amount
c Flo being ten percent (10%)
of the total amount bid by mm mmmmmmmmmmm mmmww _..... the Bidder,
in favor of the Village of Mount Prospect. It is hereby agreed that, should Bidder be
awarded the Work contemplated under this bid and fail or refuse to execute a contract for
said Work, or to provide the required payment and performance bonds, or letter of credit,
and certificate of insurance, then this security, in the amount stipulated above, shall be
forfeited and may be retained by the Village of Mount Prospect as liquidated damages
and not as a penalty. All bids to remain firm for a period of ninety (90) days after bid
opening date.
SUBMITTED THIS I I `r4 DAY OF J UM ta 2- 2018.
SEAL (if corporation)
pQ -mke-V- co 1qSi�QciZdN
Bidder:
Bidder's Agent and Agent's Title
Title
Note: If bidder is a partnership, the bid must be signed by at least two of the partners.
Note: If bidder is a corporation, the bid must be signed by an authorized officer of the
corporation, attested and sealed by the secretary or other authorized officer.
If a corporation, note here the state of incorporation:
Incorporated under the laws of the State of Lt,l ►Sb�s
Page 83 of 100
Bid Form
Schedule of Prices for BASE BID
PAY
ITEM
NO.DESCRIPTION
UNIT
QUAN,
UNIT
COST
SUBTOTAL
1
WATE
---
--
. - — ...
10 -inch Class 56 D. 1. - RJT
lin. ft.
1,010
1 253.
—
$ 1 Z Z $0.
10 -inch Class 56 D.1,
lin. ft.
70
_$
$
1 % 0.-
$ 'I.T00 ...
-
-
-- 6 inch Class 56 D I RJT
lin. ft.
20
$
4 8.
,. _ ..
$ 110. .
2
WATER MAIN (HDD);
10 -inch Class 56 D.I. RJT
lin ft........
1 940
$
%66-
0- 4CO...
Mobilization/Demobilization ation
8
.........
7_ 000.
1..6� 0.0d.-..
.each .
....
.._...
3
CASING _P.... IPE (HDD);
x -- --
...............
......-------
_ ..............
.
... ... _ .,.
10 -inch water main
lin. ft.
190
$
1 �0,
$ L'm
4
........
ADDITIONAL WATER MAIN
FITTINGS:
1pounds
3,000
$
0 .
$ ?j, to
5
CONNECTION TO EXISTING
WATER MAIN (PRESSURE):
10 inch x 10 inch
each
2
$
9 b�5
_
$ 1 `�a X50.
6
CONNECTION TO EXISTING
WATER MAIN (NON-
PRESSURE):
---------- -----
8 -inch
each
1
$
0
3 so.
----.
$ .
. 5DO.
............................ _ ,__.
6 -inch
each
4
$
30VV.
_
$ 0Z, DOD_
7
BUTTERFLY VALVE:
--------- .......
_... _
_-------- _
_ _-
10 -inch _
each—
9
-$ 'z-obO.
$ 18, 000...
8
GATE VALVE.
-
-
_. .....�.. — ....... ...... _ ..._.............................
6 -inch
.
each
7
$
15cc.
$
9
INSERTION VALVE:
.......__
u.....,.
10 -inch .
e.ac.�...............
1..
$ 1z , doo _ .
$ I Z �..00
.... ...6 -inch .... .............�............each.......
..�._ ._.
...$
8. �0,..
........ _......,....
$ $. oc o.
Page 84 of 100
Page 86 of 100
PAY
ITEM
NO.
DESCRIPTIONUNIT
QUAN.
UNIT COST
SUBTOTAL
10
LVAULT
VALVE
......---------- ....-
5 foot diameter
each ...
1..2
$
1 (0 00
$ 19... soc..
...
4 foot diameter
each
1
$
1 Sb D,
11
VALVE BOX;
each.....
7.........
$
�..$ S ..........................
. ..
$ 1.9R5_
12
.
FIRE HYDRANT
...... ............_ __ ____ --- ------
.......
each
.......
10
$
CF 91 bo
m_. __.
$49 .600.
........,
13
..... _ .......................................................
FIRE HYDRANT BARREL
... .........
........
........
........ ......._
. ---
EXTENSION:
vert. ft.
3
$
1 boo.
$ 3, 000.
_----
.---- _--- _.__ ---
14
- - ............ .... ........................
6" FIRE SERVICE LINE
....-.---
......
m
...
(ONNFTION-
each
9
$
i.'ae_
$
15
1-1/2" WATER SERVICE
CONNECTION:
each
8
$
7 , � D0,
$Z'Z,4e70,
16
1-1/2" WATER SERVICE PIPE:
lin. ft.
150
$
Z0.
$ 3, bev
17
LINE.......... w... ..w._ ..... ,,. .
STOP;.
...
.. ....
....._..
m..
inch ___
6- ..
each
1
$
bc0
4„+ .....
$ sF- ... .
e 0Cv
..... -
18
........ --- ....
SEWER PIPE REMOVAL AND
........
REPLACEMENT:
..1.
8-inch D.I.
lin. ft.
50
$
I 1 0 .
....._..
$ 5. 5 v.
_. 11 1— .w.......w..�.............
12-inch D.L.
i,... ..... .................
........... .... ..............
........m. ........ ...,.......n_.f.
If)-
_,_
10-inch D.I.
. _____
lin. ft.
----------------
120
----
$
--__..� .
`� ,
_ ._._V� f__.,- �._.:..
$ 17. 4 7 D.
8-inch D.I. - --- .....
--Iin. ft ..
.190 -
$
:V
1A...-63D.,....
_...
_.._ 6-inch PVC --
lin. ft.
80
$
--_c{ S .,-
----- .........
Connection to existing
. ...
.._.....____ ..
....... r.. ..�.....
structure/pipe
each
32
$
Yj bo .
$ 12,�g11oo.
__.... - --�_ ,. - ---------
�.....___...
19
------- ............................... -- ..... ........... __ ........ ............
REPLACEMENT OF DRAIN
... .....
....
---- ........
TILES:
— --
- ......._
8-inch and smaller
lin. ft.
40
$
Page 85 of 100
Bid Form
Schedule of Prices for PROJECT EXTENSION (for work on Maple Street)
Additional Work:
PAY
ITEM
NO.
DESCRIPTIONUNIT
QUAN,
UNIT COST
SUBTOTAL
1
...... -
WATER MAIN (OPEN CUT):
10 -inch Class 56 D.L. - RJT ---
lin. ft.
60
$
d Z�
__.._.. ....
--4-inch Class 56 D.I. - RJT
_
_ lin. ft. m ...._.
30
$
.
1...t S.$
$ 5 �--- -- _.
s4 0.
2
WATER_ MAIN (HDD):
-..__w
..................
.. 11:
10 -inch Class 56 D.I......
RJT
lin. ft.
_.-8- .......m_..._._.�.__
800
$
.
1 b�.
$12$. �.
Mobilization/Demobilization
. ------------ .__
each
2
$
I. o�
........ -
..... � COD . .
4
ADDITIONAL WATER MAIN
FITTINGS:.......
,pounds ..........90.0
$
I ,�...
. $..... L%DO.' _..
......... -- --------------------
7
............ _
BUTTERFLY VALVE:
_.L —
.....-
.... .........
10 -inch
each..
_3.......
$
Z..._.
ooD.
$ .6, 000 -
8
.... ..
GATE VALVE:
m�......
_..,.. � ........
�....._
... a
..... .. .
4 -inch
each
2
$
I . 5�•
$ 3. 00o
_......
......... ------
-......._
10
. .......
VALVEVAULT:
.-.-...
--
5 foot diameter
_ _....m.
each
3
.........
$
.----.
--4--_-
,
'faD-_D_o_
.........---
4foot diameter
--- -
each
2
$
1....
D----
. -
--$ $
-.--
, .
12
-- -
FIRE HYDRANT:_
each
2
_$ .m.__.�..I
5 006). .m
$ (0 000
.. m .. . ,-
....LI -
UTILITY LOCATE: _. _. .....m.......
each .
...
....2
_.._
$-.
......�
� 1
........
22
PAV. EMENT RESTORATION:
-
- .
....................
_ _...._ ....
PCC Curb and Gutter ..
lin....ft........40
$
_ ........_
...........
PCC Sidewalk 5„
m......sq. ft...
360
- 3-:_.........!.�
$..a
Paver Removal and
Replacement
sq. ft.
110
$
15.
$
...........RESTORATION
23
O F LA.. ----
WNS
AND PARKWAYS:
...._
Topsoil and Sod ....--------lin.
ft e.......
__... ..._....._
150
�
_
�� Rte.
.. ......... ....
Page 88 of 100
PAY
........... . . . .....
........ . ..............
. . ..... . .......... . . ... ...........
ITEM
NO.
DESCRIPTIONUNIT
.. ..................... ............ . ....... . ...............
. ......
QUAN,
. . . . . . . . . . . . . . . . . . . . . . . . . . .......................
UNIT COST
....................... . . . . . . - --------------------- - - - . .
. ..... SUBTOTAL
28
.
PRECONSTRUCTION VIDEO
... ........ . . . . ...................
RECORDING:
-111-11
. ......... . . . . .. .........
Lump Sum
--- - ------- --.-
$ 400.
------ ------ - ------- --------- - 1 11
- --,
29
-- . ..........
TRAFFIC CONTROL:
. . . . ...
....
. ................................. ... ...........
. . .............
. .... ......................... --- --- ...............
LUMP SUM
.. . .............. -- - - - -------- -------- ----
. ...................... . . . . . ........... . .
$ 1 Z.000
----------------------- - - - -------- -
..... . . .
30
... ......... ............................... . ......... ........... . . . . . ...... . ..... ..... . ..... . .....—
ABANDONMENT OF EXISTING
---
------ - - - ----------
... ........ . . . -
WATER MAINS:
. . ............. ........ . - --- - --- . ...... . . . . . . ..... ...................... . . ............. . ... ---
----------- ----
Sum
$ 0J. Coo.
SUMMARY OF BASE BID PRICES:
CONTRACT PRICE (Sum of subtotals of Schedule of Prices for the Base Bid):
CONTRACT
THIS Contract (hereinafter the "Contract") is entered into on this day of
........ __
2018, by and between the VILLAGE OF MOUNT PROSPECT, an
Illinois .
municipal corporation (hereinafter the "Village"), and
an (hereinafter the `Contractor") (Village and
Contractor sometimes referred to individually as "Party" and collectively as "Parties"),
WHEREAS, the Village has solicited competitive bids for its "2018 Water Main
Replacements Project"; and
WHEREAS, the Contractor submitted a bid to perform the work associated with
the 2018 Water Main Replacements Project (hereinafter the "Bid"); and
WHEREAS, upon its review of the submitted bids, the Village has awarded the
contract to perform the work associated with the 2018 Water Main Replacement Project
to the Contractor, subject to the execution of this Contract;
NOW, THEREFORE, for and in consideration of their mutual promises, covenants,
undertakings and agreements, the parties agree as follows:
ARTICLE I — CONTRACT DOCUMENTS
This Contract is subject to the terms and conditions set forth in the Contract Documents,
which are incorporated herein as if fully set forth, and include the following Bid Documents
with Bidder's/Contractor's Bid Submittals prioritized to be included in number 6*:
1. Notice to Bidders
2. Table of Contents
3, Instructions to Bidders
4. General Conditions and Special Provisions
5. Specifications
6. Bid Submittals, including Bid Form, Affidavit— Bid Certification Form, Bid
Security, Bid Sheet
(*Bidder's/Contractor's completed Bid Submittals)
7. Other materials or standards provided or noted by the Village
8. Contract
9. Applicable performance and labor and materials payment bonds, or letter of
credit.
(Collectively the "Contact Documents")
ARTICLE II — PERFORMANCE BY CONTRACTOR
1. The Contractor agrees to perform the work, including all labor, materials,
equipment and services, in accordance with the terms and conditions set forth in
the Contract Documents (hereinafter the "Work").
2. The Contractor acknowledges that the Village reserves the right to add to or
subtract from the estimated quantities.
Page 90 of 100
Page 89 of 100
Bid Request
For
2018 Water Main Replacement
BID OPENING: June 11, 2018 — 1:00 P.M. Local Time
Mount Prospect Public Works Department
1700 W. Central Road, Mount Prospect, Illinois 60056-2229
NOTICE TO BIDDERS
Bid for
2018 Water Main Replacement Project
Sealed bids will be received until 1:00 p.m. on Monday, June 11, 2018 in the office of the
Village Manager, 3rd Floor, 50 S. Emerson Street, Mount Prospect, Illinois 60056. In a
separate, sealed envelope please submit bid clearly marked "Sealed Bid for 2018 Water
Main Replacement Project". The project includes, but is not limited to the following bid
items: Approximately 3,900 lineal feet of 10" and smaller Class 56 Ductile Iron water main
installed in open cut trenches and installed by horizontal directional drilling; two 10" x 10"
pressure connections; approximately 330 lineal feet of storm sewer replacement; 23
water main valves and vaults/valve boxes; 12 fire hydrants; 17 water service
reconnections; pavement and parkway restoration; and miscellaneous items of work. The
Work shall be constructed in accordance with the 2018 Water Main Replacement
Documents dated May 25, 2018.
All work under this Bid and the resulting contract shall comply with the Illinois
Prevailing Wage Act, 820 ILCS 130/0.01 et seq. and the other applicable laws and
ordinances.
Offers may not be withdrawn for a period of ninety (90) days after the bid date without the
consent of the Board of Trustees.
Any Bid submitted unsealed, unsigned, sent via email or fax, or received subsequent to
the aforementioned date and time, will be disqualified and returned to the Bidder.
The Village reserves the right in its sole discretion, to reject any and all bids or parts
thereof, to waive any irregularities technicalities and informalities in bid procedures and
to award the contract in a manner best serving the interests of the Village.
Village Manager
Michael Cassady
2018 Water Main Replacement
2018 Water Main Replacement Project
Table of Contents
Section
Page
Notice to Bidders
2
Table of Contents
3
Instructions to Bidders
4
General Conditions
10
Special Provisions
33
Construction Layout, Suspect Debris
77
Bid Form
78
Affidavit — Bid Certification Form
81
Bid Security
83
Bid Form — Schedule of Prices
84
Contract
90
Labor and Material Payment Bond
96
Performance Bond
99
2018 Water Main Replacement 3
INSTRUCTIONS TO BIDDERS
1) Bid. Bid forms are furnished by the Village. All bids must be submitted on the forms
provided, complete and intact, properly signed in ink in the proper spaces, and
submitted in a sealed envelope. All bids shall be delivered to the office of the Village
Manager, Village Hall, 3rd Floor, 50 S. Emerson Street, Mount Prospect, Illinois 60056,
not later than 1:00 p.m. on Monday, June 11, 2018. Envelopes shall be plainly
marked, "Sealed Bid for 2018 Water Main Replacement Project" and with the
following information: Company's name, address, and date and time of opening. Bids
must be signed by an authorized official of the organization submitting the bid with the
name of the official and his/her title typed below the signature.
2) Pre -Bid Conference. There will not be a Pre -Bid Conference for this project.
3) Bid ieiosik Suret A bid deposit in the amount of ten percent (10%) of the total bid
amount, payable to the Village of Mount Prospect, is required, unless otherwise stated
in the bid package. The deposit must be in the form of a bid bond, certified check, or
a bank cashier's check. All bid performance deposit checks will be retained by the
Village until the bid award is made, at which time the checks will be promptly returned
to the unsuccessful bidders. The bid performance deposit check of the successful
bidder will be retained until surety bonding requirements have been satisfied and proof
of insurance coverage is provided.
4) Alternate Multiple Bids/Specifications
The Specifications describe the services the Village feels is necessary to meet the
performance requirements of the Village. It is not the desire or the intent to eliminate
or exclude any bidder from bidding because of minor deviations, alternates, or
changes.
Bidders desiring to bid on services which deviate from these Specifications, but which
they believe are equivalent, are requested to submit alternate bids. However,
alternate bids must be clearly indicated as such, and deviations from the applicable
Specifications should be plainly noted. The bid must be accompanied by complete
Specifications for the services offered. Bidders wishing to submit a secondary bid
must submit it as an alternate bid. There is to be only one bid per envelope. The
Village shall be the sole and final judge unequivocally as to whether any substitute is
of equivalent or better quality. This decision is final and will not be subject to recourse
by any person, firm, or corporation.
If the bidder wishes to qualify its bid or make special stipulations thereto, such
qualifications or stipulations shall be stated on standard letterhead size sheets of
paper, all attached to the Bid Form.
5) Erasures. All erasures or revisions of the bid must be initialed by the person signing
the bid.
6) eeivin of Bids. Bids received prior to the time of opening will be securely kept,
unopened. The Village Clerk or his/her designee, whose duty it is to open the bids,
Page 4 of 100
will decide when the specified time has arrived, and no bid received thereafter will be
considered. No responsibility will be attached to the Village or its representatives for
the premature or non -opening of a bid not properly addressed and identified, except
as otherwise provided by law.
7) Late Bids. Bids arriving after the specified time, whether sent by mail, courier, or in
person, will not be accepted. These bids will either be refused or returned unopened.
It is the bidder's responsibility for timely delivery regardless of the method used.
Mailed bids which are delivered after the specified hour will not be accepted
regardless of post marked time on the envelope.
8) Bids by Email and Fax. Email and Facsimile machine transmitted bids will not be
accepted.
9) Error in Bide,. When an error is made in extending total prices, the unit bid price will
govern. Otherwise, the bidder is not relieved from errors in bid preparation.
10) Withdrawal of Bids. A written request for the withdrawal of a bid or any part thereof
may be granted if the request is received by the Director of the requesting Department
prior to the specified time of opening. After the opening, the bidder cannot withdraw
or cancel his bid for a period of ninety (90) calendar days, or such longer time as
stated in the bid documents.
11)Bidders Qualifications. All bidders must submit the following information on or before
the time at which the bid is required to be submitted:
a. The location of the bidder's permanent place of business.
b. Evidence of ability to provide an efficient and adequate plan for executing the work.
c. A list of similar projects carried out by the bidder.
d. A list of projects the bidder presently has under contract.
e. Any additional evidence tending to show that the bidder is adequately prepared to
fulfill the contract.
12),Re�fernces° Back rcauni Ohek. Bidders shall include with its bid, on a separate sheet
attached to the bid, the names of three (3) references regarding its financial
qualifications and three (3) references regarding its qualifications by experience,
ability, personnel and equipment to undertake work of the nature and extent
contemplated by the bid and Specifications. References must include company name,
address, contact person, and telephone number. The Village reserves the right to
reject bids not accompanied by the required references.
All Bidders, as a condition of and prior to entry into a contract, agree that a complete
background investigation of the principals of the Bidder and all employees who will
work on the project may be made. Bidders agree to cooperate with the appropriate
Village personnel to supply all information necessary to complete these investigations.
The Village in its complete discretion may disqualify any Bidder, including a low
Bidder, and may void any contract previously entered into based upon its background
investigation.
Page 5 of 100
13)Consideration of Bid aid Contract. No bid will be accepted from or contract awarded
to any person, firm or corporation that is in arrears or is in default to the Village upon
any debt or contract, or that is a defaulter, as surety or otherwise, upon any obligation
to the Village or had failed to perform faithfully any previous contract with the Village
within two (2) years prior to the date of the invitation to bid.
14) Conditicans. Bidders are responsible to become familiar with all conditions,
instructions and Specifications governing this bid. The bidder is responsible to visit
the site if necessary and its bid is based upon the knowledge of all information readily
available at the site of such a visit. Once the bids have been opened, the failure to
have read and understood all conditions, Specifications and instructions shall not be
cause to alter the original bid or to request additional compensation. No extra
compensation will be allowed the successful bidder for failure to inform or familiarize
itself prior to bidding.
15) Irit ret fion of Bid Documents. Any bidder in doubt as to the true meaning of any
part of the Specifications or other bid documents may submit a written request for
interpretation to the Village, as provided in the Specifications. Bidders will
acknowledge receipt of any addendum issued by so noting on the bid sheet. Oral
explanations are not binding.
16) Prices, Unit prices shall be shown for each unit on which there is a bid, and shall
include all packing, crating, freight, and shipping charges, and cost of unloading at the
destination unless otherwise stated in the bid.
Unit prices shall not include any local, state or federal taxes. The Village is exempt,
by law, from paying state and village retailer's occupation tax, service occupation tax,
and federal excise tax. The Village will supply the successful bidder with its tax
exemption number.
Cash discounts will not be considered in determining overall price, but may be used
in an overall evaluation.
17)Oualifications of Contractor " Factors: It is the intention of the Village to award the
Contract only to a bidder who furnishes satisfactory evidence that it has the requisite
experience, ability, capital facilities, plant organization and staffing to enable it to
perform the work successfully and promptly, and to complete the work within the time
set forth in the Bid Documents. The Village shall consider the following factors:
a. The lowest responsible bid.
b. The ability, capacity, and skill of the bidder to perform the contract to provide the
service required.
c. Whether the bidder can perform the contract or provide the service promptly, or
within the time specified, without delay or interference.
d. The character, integrity, reputation, judgment, experience, and efficiency of the
bidder.
e. The quality of performance of previous contracts of services.
f. The previous and existing compliance by the bidder with laws and ordinance
relating to the contract or service.
Page 6 of 100
g. The sufficiency of the financial resources and ability of the bidder to perform the
contract or provide the service.
h. The quality, availability, and adaptability of the supplies or contractual service to
the particular use required.
i. The ability of the bidder to provide future maintenance and service for the use of
the subject of the contract.
j. The number and scope of conditions attached to the bid.
k. Whether the bidder has a place of business in the Village.
I. Responsiveness to the exact requirements of the invitation to bid.
m. Ability to work cooperatively with the Village and its administration.
n. Past records of the bidder's transactions with the Village or with other entities as
evidence of the bidder's responsibility, character, integrity, reputation, judgment,
experience, efficiency and cooperativeness.
o. Any other factor that the Village may legally consider in determining the bid that is
in the best interests of the Village.
18)Award or Rejection. The Village, at its sole discretion, reserves the right to reject any
and all bids or parts thereof, to waive any irregularities, technicalities and informalities,
and to award a bid in the best interests of the Village. Any bid submitted will be binding
for ninety (90) calendar days after the date of the bid opening.
Bidders shall make all investigations necessary to thoroughly inform themselves
regarding the equipment or supplies to be furnished in accordance with the bid. No
plea of ignorance by the bidder of conditions that exist or that may hereafter exist as
a result of failure or omission on the part of the bidder to make the necessary
examinations and investigations will be accepted as a basis for varying the
requirements of the Village or the compensation to the bidder.
Any bidder's exceptions to the terms or conditions, or deviations from the written
Specifications must be shown in writing and attached to the Bid Form. No verbal
exceptions or agreements with employees of the Village will be considered valid.
Such exceptions or deviations can be cause for rejection of the bid proposal. Any
exceptions not taken by the bidder shall be assumed by the Village to be included.
A contract will be awarded to the lowest responsible bidder complying with the
conditions of the bid documents only when it is in the best interest of the Village to
accept the bid. The Village shall be the sole judge of compliance with the
Specifications.
19)Other Requirements
a. New Equipment. The bidder certifies that any equipment to be furnished shall be
new, current model, standard production and fully operable, unless otherwise
indicated on the Bid Form.
b. Material. Equipment and Service Standards. Unless otherwise directed by the
Specifications, all materials, equipment and services provided will meet standards
or requirements which would normally be anticipated in common practice. The
bidder guarantees that all applicable federal, state and local laws, including OSHA,
Page 7 of 100
are being complied with in connection with the bid and any resultant contract or
purchase by the Village.
c. Data; Pro rie!i , Complete and detailed brochures and specifications for vehicles
equipment, materials, goods, supplies and/or services to be furnished must be
included with each bid. Any reservations on the use of data contained in a bid must
be clearly stated in the proposal itself. Unless stated otherwise, information
submitted in response to the bid is not proprietary or confidential.
Patented Crevices Materials and Processes Contract prices are to include all
royalties and costs arising in the Work. It is the intent that whenever the Bidder is
required or desires to use any design, device, material, or process covered by
patent or copyright, the right of such use shall be provided for by suitable legal
agreement with the patent owner.
20)Re uiremeent ofBidder. The successful bidder shall, within ten (10) days after
notification of the award of the contract: a) enter into a contract in writing with the
Village covering all matters and things related to its bid; and b) furnish the required
certificate of insurance and bonds.
21)5u�_ ertification Form. All bid submittals must include a signed Bid Certification Form
(copy attached) certifying non -collusion in the bid, and that the bidder is in
compliance with Sections 33E-3 and 33E-4 of the Illinois Criminal Code regarding bid
rotating and bid -rigging, 720 ILCS 5/33E-3, 33E-4, compliance with the Illinois Drug
Free Workplace Act, 30 ILCS 580/1, et seq., and Substance Abuse Prevention in
Public Works Projects Act, 820 ILCS 265/1 et seq., that it is not delinquent in the
payment of taxes (65 ILCS 5/11-42.1) and that it has a written sexual harassment
policy in place in full compliance with Section 2-105 of the Human Rights Act, 775
ILCS 5/2-105, as amended,
Sections 33E-3 and 33E-4 state that it is unlawful to participate in bid -rigging and/or
bid rotating. Therefore, all bidders must certify, under oath, that they are not barred
from bidding on the contract as a result of a violation of Sections 33E-3 and/or 33E-4,
prohibiting bid -rigging and bid rotation. Therefore, the Bid Certification Form must be
notarized.
22)IInterpretation of Bid Documents. Any bidder in doubt as to the true meaning of any
part of the Specifications or other bid documents shall submit a written request for
interpretation to Steve Verseman at sverserµnan baxterwoodman or -n, no later than
five (5) calendar days prior to the date set for the opening of the bid. Any questions
received after that time may not be answered at the discretion of the Village.
In the event that the Village finds a question to be adequately addressed in the existing
bidding documents, the question may be answered in writing by directing the
requesting bidder to the applicable provision(s) in the existing bid documents. No
further clarifications or interpretations will be issued.
Bidders will acknowledge receipt of any addendum issued by so noting on the bid
sheet. Oral explanations are not binding.
Questions about this Request for Bids should be directed to:
Steve\/er88DloD' P.E.
B@xter&Woodman, Inc.
8678Ridgefield Road
Crystal Lake, |L60O12
815-444-4435 or
Page 9 of 100
GENERAL CONDITIONS
1) Definition of Terms. In these specifications and the accompanying documents, the
several terms hereinafter defined shall be understood to mean as follows:
The term "Award" shall mean the decision of the Village of Mount Prospect to accept
the bid of the lowest responsible bidder for the work, subject to the execution and
approval of a satisfactory contract therefore, and bond to secure the performance
thereof, and to such other conditions as may be specified or otherwise required by
law.
The term "Bid" shall mean a formal written offer of a bidder to perform the proposed
work in accordance with these specifications.
The term "Bidder" shall mean any individual, firm, or corporation submitting a bid for
the work contemplated.
The phrase "Rid noruments" shall mean the Notice to Bidders, Table of Contents,
Instructions to Bidders, General Conditions and Special Provisions, Specifications,
Bid Form, Affidavit — Bid Certification Form, Bid Security, Bid Sheet, Other Materials
or standards provided or noted by the Village, Contract, Performance Bond form, and
Labor and Materials Payment Bond form.
The term "Board" shall mean the Board of Trustees of the Village of Mount Prospect,
Illinois.
The term "CCDD" shall mean Clean Construction or Demolition Debris.
The term, "Contract," shall mean the written agreement between the Village and the
contractor, or between the owner and the contractor.
The phrase "Contract Documents" shall mean the Bid Documents, bidder's submitted
Bid Form, Bid Security, Bid Sheet, Contract and required bonds or letter of credit.
The term "Contractor," as successful bidder, shall mean the individual, firm or
corporation who shall have entered into an agreement or contract to furnish all
necessary labor, equipment, tools and materials for the performance of the work under
its bid and the Bid Documents.
The phrase "Director of Public Works" shall mean the Director of Public Works
representing the Village of Mount Prospect.
The term "EPR" shall mean the Village's Engineering Project Representative,
The phrase "Final Performance Date" shall mean the date that Substantial
Performance and the punch list items must be completed.
Page 10 of 100
The term "Inspector" shall mean the authorized representative of the Director of Public
Works assigned to make detailed inspection of any or all portions of the work or
materials therefore.
The phrase "Notice of Award" shall mean the written notice of award of the contract
given by the Village to the successful bidder.
The phrase "Notice to Bidders" shall mean the official notice included in the bid inviting
bids for the proposed improvements.
The phrase "Notice to Proceed" shall mean the official notice to the contractor that will
start the performance period/
The phrase "Performance Period" shall mean the time allotted for contractor to
perform the contract from start to Substantial Performance.
The term "Owner" shall mean the Village of Mount Prospect.
The phrases "Payment and Performance Bond" and "Letter of Credit" shall mean the
approved form of security furnished by the contractor and its financial institution as a
guarantee that it will execute the work and pay all material providers and
subcontractors.
The terms "Plans" or Contract Drawings" shall mean all official drawings or
reproductions of drawings pertaining to the work provided in the contract.
The phrase "Project Schedule" shall mean the critical path schedule submitted by
Contractor to the Village, which includes targeted dates of completion through the
Substantial Completion Date.
The term "Punch list" shall mean a list of items to be completed after Substantial
Performance.
The phrase "Special Provisions" shall mean any special directions and requirements
prepared to cover the method or manner of performing work on a particular project, or
cover the quantities or quality of the materials to be furnished under the contract which
are not covered herein. The special provisions included in the contract shall govern
the work and take precedence over the general provisions and STANDARD
SPECIFICATIONS noted above wherever they conflict therewith, but they shall not
operate to annul those portions of the general provisions with which they are not in
conflict.
The term "Specifications" shall mean the general and special provisions, instructions
and requirements contained herein, together with written agreements and all other
executed documents which describe the method of performing the work, the
quantities, or the quality of material to be furnished under the contract. Additionally,
the term specifications will refer to standard practices as outlined in the Illinois
Department of Transportation's "STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION (R&BC), latest revision and the "STANDARD
Page 1 I of 100
SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS"
prepared by the ISPE, CECT, et al, latest revision.
The term "Subcontractor" shall mean any individual, firm or corporation other than the
contractor supplying labor, equipment, tools and materials for use in the work of the
contract.
The phrase "Substantial Performance" shall mean the date that the entire Project can
be used for the purposes for which it was intended, i.e., only punch list items remain.
The phrase "Substantial Performance Date" shall mean the date that substantial
performance must be completed.
The term "Village" shall mean the Village of Mount Prospect, Illinois.
The terms "Village Manager" or "Manager" shall mean the Village Manager of the
Village of Mount Prospect, Illinois or his duly appointed representative.
The terms "Work" and "Project" are used interchangeahly and shall mean the
improvement advertised for letting, described in the Bid Form, indicated on the plans,
and covered in the specifications and contract, and authorized alterations, extensions
and deductions, including labor, tools, equipment, materials and incidentals necessary
for the satisfactory completion of the project.
The term, "'/z stick" shall mean one-half the standard length of pipe, typically this is ten
(10) feet for water main pipe.
_°
2 rd of contract' PerformancePa mer? mm,.w.__.
a. /award of Contract. The Village will issue a Notice of Award to the successful
bidder, advising that it has been awarded the contract. Within ten (10) days of
delivery of the Notice of Award, by personal service or registered or certified U.S.
mail, posted prepaid and receipt requested, Contractor shall execute the Contract,
attached to the Bid Documents, and furnish the Village with the required bonds
and certificate of insurance.
b. Notice to Proceed, Upon the Village's receipt of the executed Contract, required
bonds and certificate of insurance, the Village will issue and send to Contractor a
Notice to Proceed, which will start the performance period.
c. Substantial Performance; Final Completion.
The Contract shall be substantially performed by Monday, October 22, 2018
(the Substantial Performance Date"). Substantial Performance is when the
entire Project can be used for the purposes for which it was intended, i.e.,
only punch list items remain.
a. The Village intends to award the contract at their Tuesday, June 26tH
2018 Board Meeting.
Final completion shall be within thirty (30) days after the Substantial
Performance Date (the "Final Performance Date"), which is scheduled to be
Wednesday, November 21, 2018.
d. Project Schedule, Within ten (10) days after the Contractor executes the Contract,
Contractor shall submit to Village a Project Schedule to include targeted dates of
completion of all construction and other requirements of the Contractor through the
Substantial Completion Date. Contractor shall monitor schedule progress and
provide monthly updates and revisions of the Project Schedule, as needed to
Village.
e. Liauidated Damaaes for InexcusablemDelay.
Time is of the essence. The Contractor agrees that all work included in
connection with this project must be completed by the Final Performance
Date, or sooner, after receipt of Notice to Proceed. It is hereby
acknowledged and agreed by both parties that the damages to the Village
are not readily ascertainable but that the failure to timely complete this Work
will materially and significantly damage the safety and well-being of the
Village, its staff and the public, and that therefore a sum of $1,000.00 per
day is a fair and reasonable damage estimate to compensate the Village for
any such delay. If the Contractor fails to fully complete the Work in that
time, then and in this event, the Contractor further expressly agrees that,
for each day this Work and this contract shall remain uncompleted after that
date, the Village may deduct the sum of $1,000.00 per day after the Final
Performance Date, from the contract price as payment to the Village, by the
Contractor of the liquidated damages sustained by reason of failure of the
Contractor to complete the Project on or before the time aforesaid.
Provided, however, that if the completion of this contract is delayed by the
Village, by general strikes, acts of God, or casualty beyond the control of
the Contractor, then and in such event, the time of completion of this
contract shall be extended for such additional time as shall be caused by
such delay.
iii. Provided, always, however, that the Contractor shall, at the time of such
delay, if any, demand of the Village, in writing, such additional time within
which to complete the performance of the Contract. The Contractor will be
required to notify the Village within three (3) days of such delay, stating the
reason for same. If the Contractor does not notify the Village in writing,
within three (3) days of the delay, no request for extension of time will be
approved.
Measurement of Quantities. All work completed under the contract will be
measured by the Village according to United States standard measures.
g. Payment. Payment under the Contract will be made in accordance with the Illinois
Local Government Prompt Payment Act, 50 ILCS 505/1 et seq.
Page 13 of 100
h. Pavment for Items Omitted when Partiallv Completed. Should the Village cancel
or alter any portion of the contract which results in the elimination or non -
completion of any portions of the work partially completed, the contractor will be
allowed a fair and equitable amount covering all items of work incurred prior to the
date of cancellation, alteration, or suspension of such work. A written change order
may apply.
Partial Payment. When requested, the contractor will make an approximate
estimate, in writing, of the materials in place completed, the amount of work
performed, and the value thereof, at the contract unit prices. From the amount so
determined, there shall be deducted ten percent (10%) to be retained until after
completion of the entire Work to the Village for payment, except that no amount
less than $500 will be so certified unless the total amount of the contract is less
than $500.
In addition, an estimate may, at the discretion of the Village and upon presentation
of receipted invoices and freight bills, be made for payment of the value of
acceptable materials delivered on the Work or in acceptable storage places and
not used at the time of such estimate. Ten percent (10%) shall be retained from
the value of such materials until final payment. Such materials, when so paid for
by the Village, shall become the property of the Village, and in the event of default
by the Village, shall become the property of the Village, and in the event of default
by the contractor, the Village may use or cause to be used such materials in the
construction of the work provided for in the contract. The amount thus paid by the
Village shall be deducted from estimates due the contractor as the material is used
in the work.
Partial payment for work or materials shall not be construed as an acceptance of
the work or any part of it, or as a waiver of any provisions of the contract. Partial
payment will only be granted if in the opinion of the Village sufficient labor and
materials have been expended to warrant it.
If partial payments are requested, the Contractor shall submit with each payment
request a properly completed Contractor's Affidavit setting out, under oath, the
name, address and amount due or to become due, of Contractor, each
subcontractor, vendor, supplier or other appropriate party included in its cost, and
for every party listed a full or partial waiver of lien, as appropriate. Beginning with
the second payment request, and with each succeeding payment request, the
Contractor shall submit Contractor's Affidavits and partial waivers of lien for each
subcontractor and supplier showing that the amount paid to date to each is at least
equivalent to the total value of that subcontractor's work, less retainage, included
on the previous payment request.
Acceptance and Final Pa !Dent. Whenever the Work shall have been completely
performed on the part of the contractor, including Punch list items, and all parts of
the Work have been approved by the Village and accepted by the Village, a final
payment showing the value of the work will be prepared by the contractor as soon
as the necessary measurements and computations can be made, all prior
estimates upon which payments have been made being approximate only and
Page 14 of 100
subject to correction in the final payment. The amount of this estimate, less any
partial or semifinal payments previously made and less any sums that have been
deducted or retained under the provisions of the contract, will be paid to the
contractor as soon as practicable after the final acceptance, provided the
contractor has furnished to the Village the required maintenance bond and
satisfactory evidence that all sums of money due for any labor, materials,
apparatus, fixtures or machinery furnished for the purpose of such work have been
paid or that the person or persons to whom the same may be due have consented
to such final payment.
If final payment is requested, the Contractor shall submit a properly completed
Contractor's Affidavit setting out, under oath, the name, address and amount due
or to become due, of Contractor, each subcontractor, vendor, supplier, or other
appropriate party included in its cost, and a full and final waiver of lien for the full
amount of the Work, less retainage. The Contractor shall assign over to the Village
all manufacturers' and suppliers' warranties respecting any part of the Work. The
Contractor shall also deliver to the Village the required maintenance bond prior to
Final Payment and upon receipt of Final Payment a set of Plans and Specifications
annotated to show the Project "as -built."
The acceptance by the contractor of the final payment shall constitute a release
and waiver of any and all rights and privileges under the terms of the contract;
further, the acceptance by the contractor of final payment shall relieve the Village
from any and all claims or liabilities for anything done or furnished relative to the
Work or for any act or neglect on the part of the Village relating to or connected
with the Work.
k. Punch list. The Contractor shall notify the Village when it believes substantial
performance of the entire Project has been achieved. The Village, and/or any
independent consultant engaged by the Village, shall then inspect the Project site
with the Contractor, and prepare and deliver to the Contractor within five (5) days
thereafter, a written Punch list indicating items of construction which are not in
material conformity with the Contract Documents. The Punch list items shall be
completed by the Final Performance Date. Pending completion of Punch list items,
the Village may withhold from amounts due to the Contractor an amount equal to
but not greater than one and one-half (1'/z) times the estimated cost to complete
Punch list items.
I. Final Policing of the Sites. Before the completed work will be ready for the Village's
final inspection, the contractor shall have removed from the project sites all surplus
equipment, machinery, materials, debris, barricades, and signs. The contractor
shall leave said project sites in the best possible condition to the complete
satisfaction of the Village.
m. Final Inspection„ The Village shall make final inspection of all of the Work, as
soon as practicable after notification in writing by the contractor that the work is
completed and ready for acceptance. If the Work is not acceptable to the Village
at the time of such inspection, the Village shall inform the contractor as to the
particular defects to be remedied before final acceptance can be made.
Page 15 of 100
Alterations Cancellations Fxtensions art .. Deductions. The Village reserves the
right to alter the plans, extend or shorten the improvement, add such incidental
work as may be necessary, and increase or decrease the quantities of work to be
performed to accord with such changes, including the deduction or cancellation of
any one or more of the unit price items. Such changes shall not be considered as
a waiver of any condition of the contract nor to invalidate any of the provisions
thereof. A written Change Order may apply.
All Work shall be done under the supervision of the Village's Director of Public
Works, or a designated representative who shall decide all questions which arise
as to the quality and acceptability of materials furnished, work performed, manner
of performance, rate of progress of the work, interpretation of the plans and
specifications, acceptable fulfillment of the contract, compensation and disputes
and mutual rights between contractors under the specifications.
Chanqe Orders. The Village may from time to time require changes in the Work.
Such changes shall comply with Section 33-E9 of the Criminal Code, 720 ILCS
5/33E-9.
m. Riaht of the Villaae to Terminate the Contra
If the Contractor fails to begin the Work under the Contract within the time
specified, or fails to perform the Work in accordance with the terms of the
approved schedule or performs the Work in a manner unacceptable to the
Village, or neglects or refuses to remove materials or perform anew such
Work as has been rejected by the Village, or if the Contractor shall become
insolvent or be declared bankrupt, or shall make an assignment for the
benefit of creditors, or from any other cause whatsoever shall fail to carry
on the Work in a manner required by the Contract, the Village shall give
notice as hereinafter provided to the Contractor and its surety in writing
specifying such failure, delay, neglect, refusal or default, and if the
Contractor, within a period of ten (10) calendar days after the giving of such
notice, shall not proceed in accordance therewith, then the Village shall
have full power and authority to declare the this Contract and the Contractor
in default, and to forfeit the rights of the Contractor in this Contract.
Upon declaration of Contractor's default, the Village may, at its option, call
upon the surety to complete the Work in accordance with the terms of this
Contract or may take over the Work, including any materials on the Work
site as may be suitable and acceptable to the Village and may complete the
Work by its own forces or on its own account, or may enter into a new
contract or contracts for the completion of the Work, or may use such other
methods as shall be required for the completion of the Work in an
acceptable manner as the Village may in its discretion determine.
iii. All costs and charges incurred by the Village, together with the cost of
completing the Work shall be deducted from any moneys due or which may
become due on this to the Contractor under this Contract. Following any
payment due and received by the Village from the Contractor's surety
following default, if the expense so incurred by the Village is less than the
sum paid to the Village by the surety under this Contract for work remaining,
the surety shall be entitled to receive the excess difference paid to the
Village. When such Contractor default costs incurred by the Village
exceeds the sum paid to the Village for the work remaining under the
Contract the Contractor and the surety shall be liable and shall pay to the
Village the full cost of such additional expenses.
3) Performance of the Work.
a. Accident Prevention. The contractor shall exercise every precaution at all times
for the protection of persons and properties. The safety provisions of all applicable
laws and ordinances shall be strictly observed. Any practice obviously hazardous,
in the opinion of the Director of Public Works or his authorized representative, shall
be immediately discontinued by the contractor upon his receipt of instructions from
the Director of Public Works or an authorized representative to discontinue such
practice.
b. Barricades and Warnina Sians and Liahts. The contractor shall erect substantial
lighted barricades to protect its work at all points deemed necessary by the Director
of Public Works; said contractor shall place at such points the necessary warning
signs, amber lights, caution tape, and other suitable devices to protect his work
properly and to provide for the convenience and safety of the public at all times.
The contractor shall maintain such barricades, signs, lights and protective devices
until the need for them, in the judgment of the Director of Public Works or an
authorized representative, has passed.
Contractor shall provide warning signs and barricades to safely mark any hazards
or detours caused by the work. All such warning signs and barricades for work in,
or affecting Village of Mount Prospect streets, access roads, and state highways
shall meet all applicable requirements as stipulated in the latest edition of the
Manual for Uniform Traffic Control Devices published by the U.S. Department of
Transportation. All costs for barricades, signs including all labor and other
associated materials shall be incidental to the fixed unit price bid for the specific
repair or pay item.
c. Cooperation with Utilities, It is understood and agreed that the contractor has
considered in its bid all of the permanent and temporary utility appurtenances in
their present or relocated positions that may be encountered during construction
and no additional compensation will be allowed for any delays, inconvenience, or
damage sustained by it due to any interference from the said utility appurtenances
either by the utility company or by it, or on account of any special construction
methods required in prosecuting its work due to the existence of said
appurtenances either in their present or relocated positions. The contractor shall
insure that prompt repairs are, to the approval of the inspector, made to any utility
appurtenances damaged by it without compensation from the Village.
Page 17 of 100
During performance of the work, Contractor shall protect all utilities and property
from damage. Contractor shall spot all utilities prior to any excavation
work. Contractor shall call J.U.L.I.E. one Call System (1-800-892-0123), and
request utility locations as soon as possible for emergency repairs and within
forty-eight (48) hours for non -emergency work prior to excavation in strict
accordance with J.U.L.I.E. one Call System operation procedures.
d. Crean-t.M. After all work under each task phase of the work is completed, the
Contractor shall remove all loose debris and other materials not incorporated in
the work from the site of the work. Any clean up or restoration to private property
will be the responsibility of the Contractor.
e. Construction Noise Restriction. All construction activities or alteration operations
within the Village shall be performed only between the hours of 8:00 a.m. and 7:00
p.m. Variations from these time limitations shall be allowed only in the case of
maintenance of operation of safety and traffic control devices such as barricades,
signs and lighting, or to construction of an emergency nature. More stringent
requirements may be assessed for work in state highway or railroad rights-of-way.
Working hours outside these times must receive prior approval from the Village.
f. General. The work to be performed under the contract includes the furnishing of
all supervision, labor, materials, tools, equipment and incidentals of every kind and
description necessary for construction, in accordance with the Contract
Documents.
g. Inspection. All materials and each part or detail of the work shall be subject at all
times to inspection by the Village or its inspectors, and the contractor will be held
strictly to the true intent of the Specifications in regard to quality of materials,
workmanship and diligent execution of the contract. The Village or its inspectors
shall be allowed access to all parts of the work and shall be furnished with such
information and assistance by the contractor as is required to make a complete
and detailed inspection. Materials, components or completed work not complying
therewith may be rejected by the Village and shall be replaced by the Contractor
at no expense to the Village. Any rejected material or component shall be removed
at the entire expense of the Contractor, after written notice has been mailed by the
Village to the Contractors that such materials or components have been rejected.
The contractor shall, if the Village requests, remove or uncover such portions of
the finished work as the Village may direct before final acceptance of the same.
After the examination, the contractor shall restore said portion of the work to the
standard required by the Specifications. If the work thus exposed or examined
proves acceptable, the expense of uncovering or removing and the replacing of
the parts removed shall be paid for as extra work; but if the work so exposed or
examined is unacceptable, the expense of uncovering or removing and replacing
of the same shall be borne by the contractor.
h. Materials and E ui ment. Except where the Specifications indicate otherwise, the
Village is not responsible for providing any tools, equipment, or storage under the
contract in order to permit its completion of any contractual obligations under the
contract, which may be awarded as the result of the bid.
i. Personnel and E ui ament. The contractor shall provide an adequate number of
competently trained personnel with sufficient supervision to provide the services
required, and contractor shall provide identification of its personnel if requested by
the Village.
Any contractor's employee whose employment is reasonably detrimental or
objectionable to the Village shall be immediately transferred from the work -site
upon the Village's request. The exercise of this option shall not be construed as
placing the Village in charge of the Work or making the Village responsible for
safety.
All on the road vehicles or equipment shall be identified by the contractor's name
for purpose of identification.
All tools or equipment required to carry out the operations within the scope of the
contract shall be provided by the Contractor, and shall meet the standards of the
Federal Occupational Safety and Health Act and State of Illinois safety codes as
may be required by law. The Village reserves the right to inspect the equipment
that will be used prior to award of Bid.
Prop rty Protection. No vehicles of any kind shall be placed, parked or operated
upon or over any sodded areas.
Protection and Restoration of Pro pert . It is understood that in the execution of
the Work herein provided for there may be interference with and/or damage to
trees, shrubbery, crops, fences, railroad tracks, overhead structures such as poles,
wires, cables, underground structures such as sewers, gas mains, telephone
conduits and cables, water mains, drains, service connections, wires, pipes,
conduits, located along, adjacent to, and/or crossing the locations of the Work, and
that it may be necessary to relocate or reconstruct certain of such structures,
improvements, and installations and/or to make repairs to the same by reasons of
doing the Work herein provided for, and it is therefore particularly and specifically
agreed that the Bidder except as otherwise herein provided, shall do the Work
necessary for such relocation, reconstruction, and repair and shall bear and pay
all of the cost and expense of such relocation, reconstruction, and/or repair of, and
all damage done to any and all such pipe line and other structures, improvements,
and installations, including service connections, if any, to adjacent property,
existing at the date of the execution of the contract and/or existing, during the
period of the Work to be done under the contract, which may be interfered with,
damaged, and/or necessarily relocated, reconstructed, or repaired in the
performance of the Work herein provided for, including the restoration and
resurfacing of unpaved portions of public streets and alleys, rights-of-way,
easements, and private property damaged or disturbed by the Work, the same to
be restored to as good condition as the same existed at the time of the
commencement of any such Work or relocation.
Page 19 of 100
It is further agreed that the owners of any structures, improvements, installations,
referred to in the preceding paragraph shall have the right to do the Work or any
part thereof necessary for the relocation, reconstruction, replacement, repair, and
other Work required by reason of any interference with and/or damage to such
structures, improvements, installations, due to the prosecution of the Work and
upon completion of such Work by them done, said owners may render bills to the
Bidder for the cost and expenses thereof which bills shall be paid by the Bidder
without extra compensation therefore from the Village, upon demand by said
owners, or upon demand made by the Village upon the Bidder for the payment
thereof.
Public onVEMi nc and Safety. The contractor shall notify the Director of Public
Works at least three (3) days in advance of the starting of any construction work
which might in any way inconvenience traffic, and the contractor shall at all times
conduct the work in such a manner as to insure the least obstruction to vehicular
and pedestrian traffic. Whenever possible, the contractor shall provide and
maintain at his own expense such temporary roads and approaches as may be
necessary to provide access to driveways, houses, buildings or other property
abutting the improvements. In no case will the contractor obstruct entrance ways
into private property without first seeking the Village and private property owner's
approval.
m. Public Relations. The Contractor shall cooperate with the Village of Mount
Prospect in maintaining a high degree of sensitivity to the needs of property and
business owners along the project route. Contractor will distribute written public
work notices to businesses and residences as required by the Village.
n. Removal of Defective and Unauthorized Work. Work done without lines and
grades being given, or beyond the lines shown on the plans or as given, except as
herein provided, or any extra work done without authority will be considered as
unauthorized and at the expense of the contractor, and will not be measured or
paid for. Work so done may be ordered removed or replaced at the contractor's
expense.
All work which has been ordered to be removed or replaced shall be remedied or
removed and replaced by the contractor in a manner approved by the Village at
the contractor's expense. Upon failure of the contractor to comply promptly with
any order of the Village made under this provision, the Village shall, after giving
written notice to the contractor, have the authority to cause defective work to be
remedied, or removed and replaced, or to cause unauthorized work to be removed,
and deduct the cost thereof from any compensation due or to become due the
contractor.
o. Scheduling. The contractor shall consult with the Village's Director of Public Works
or an authorized representative concerning the details and scheduling of the work
contemplated herein, and shall be governed by the decisions of said Director or
representative.
p. Supervision. The contractor shall at all times have a competent person in charge
of its work crew at the job site to whom the Village representative may issue
directives. Such person shall be authorized to accept and act upon such
directives. Such person shall be fluent in the English language.
q. Traffic Control. Contractor shall maintain traffic flow(s) and accessibility to private
property(s) as close to normal condition as possible. Contractor shall notify
residents, Village of Mount Prospect, and state/county officials, as appropriate, of
any driveway or road closure.
The contractor shall abide with the Illinois Department of Transportation's Standard
Specifications for Road and Bridge Construction, latest edition. The Contractor
shall also abide with the Manual on Uniform Traffic Control Devices, latest edition.
Contractor shall also provide sufficient flag persons to assist with traffic control
during operation.
Traffic control costs to close the street or ROW is to be included in the "all-
inclusive" Contract Unit Lump Sum Price of the pay item and considered as
incidental to that pay item and will not be considered an extra line item.
r. Tree Protection. All tree protection shall be incidental to the contract and shall be
installed and maintained in accordance with the Tree Protection Ordinance and
plan as specified by the Village. Tree protection fencing shall be paid for EACH
tree protected with TREE PROTECTION FENCING.
REMOVAL PROHIBITED UNLESS AUTHORIZED: All trees shall be maintained,
saved, and protected from damage unless removal is approved by the Village.
CRITICAL ROOT ZONE: To prevent unnecessary damage to existing public trees
during construction, proper tree protection guidelines must be followed, particularly
in the root zone where major support roots securely hold the tree in the soil. This
Critical Root Zone (CRZ) is defined as the entire ground area within the vertical
projection of the crown of a tree. This is also commonly referred to as the area
within the drip line of a tree.
Power equipment may not be used to excavate soil, change grades, or dig
trenches in the Critical Root Zone. All soil excavation done within the CRZ must
be done by hand, except as authorized in these specifications. Exceptions to the
above shall be granted only with written permission from the Director of Public
Works.
FENCING: All unpaved ground on public property within the Critical Root Zones
(CRZ) of existing trees subject to construction damage shall be fenced before any
work is started. This Tree Protection Fencing will be paid for as specified in these
contract documents. Once assembled, no fencing shall be removed without prior
approval of the Engineer, and there shall be no construction activity or material
including storage, stockpiling, and equipment access within the enclosure.
Fencing material shall be orange polypropylene snow fence supported with metal
Page 21 of 100
posts, and installed according to the detail which will be provided by the Forestry
Division.
CHANGES TO EXISTING GRADE: No changes to original grade shall be allowed
inside the CRZ.
ROOT PRUNING DURING CONSTRUCTION: All tree roots greater than two
inches (2") in diameter that are encountered in any construction process shall be
cut cleanly with an appropriate saw or pruning shear or other tool specifically
designed for cutting wood. Axes or other such chopping tools shall not be used.
Shovels or other tools designed for digging shall not be used. Contractor shall
contact Forestry for a root inspection before backfilling.
ATTACHMENTS TO TREES: No signs, placards, or other objects may be nailed
or stapled to trees.
BRANCH REMOVAL: Tree branches shall not be cut, pruned or trimmed by the
Contractor. If parkway tree branches interfere with the Contractor's work, he
should contact the Forestry Division to request pruning. If Forestry deems the
request reasonable they will endeavor to promptly prune the branches at the
Village's expense.
PENALTIES FOR TREE DAMAGE: Where limbs, trunks or roots of trees not
approved for removal are damaged, the Village shall determine whether the tree
can be repaired or must be removed. Repairs may include, but are not strictly
limited to, pruning of broken limbs, removal of loose bark and proper shaping of
wounds, thinning of the crown to compensate for root loss, fertilization,
straightening and staking.
Repairs shall be performed by the Village. The cost of such repairs shall be paid
for by the Contractor to the Village, using rates listed in the current edition of the
Village's EiLL nt and Labor Rate Charges. Additionally, the Village may fine
the contractor for unnecessary tree damage according to the schedule listed in
Appendix A, Division I II of the Village Code.
If in the opinion of the Village, the amount of damage warrants removal of the tree
due to safety or aesthetic concerns, the Contractor shall remove the tree, along
with its stump to a depth of 12 inches below grade. The Contractor shall pay the
Village for replacement of the tree. Replacement cost will be determined by
multiplying the diameter of the damaged tree, as measured 41/2 feet above the
ground, by the rate of $150.00 per inch -diameter.
The Contractor shall be responsible for being familiar with and complying with all
aspects of the Village of Mount Prospect Tree Protection ordinances and
Arboricultural Standards Manual as they relate to the various site locations. Any
questions regarding tree protection shall be directed to the Village Forestry
Division and their response or direction shall be considered as the final
word/decision on tree protection issues. Any costs for tree protection fencing,
posts, labor or other associated labor or material shall be incidental to the fixed
cost per unit bid.
s. Work In Street Right — of — Wa . All contractor's construction work in street
rights-of-way shall be done in strict accordance with the applicable controlling
public agency's construction specifications, permitting, bonding, rules, and
regulations.
All costs for necessary permits and bonds shall be borne by the Contractor and
considered incidental to the fixed item price of the applicable work.
Contractor shall coordinate with the proper public officials and receive approval
from said officials prior to any street closings or detouring required due to the work
to be performed.
Contractor shall protect existing vegetation from removal or damage wherever
possible. Contractor shall confine construction work to specified construction
limits as shown on the drawings or defined in the specifications. Should Contractor
damage or remove any vegetation outside the construction limits, Contractor shall
restore the affected area to its original state at no expense to the Village.
4) BOND:_ INSURANCE; INDEMNIFICATION.
a. Performance and Labor and Material Payment Bond. Upon submission of the
executed contract to the Village, Contractor shall furnish to the Village a surety
bond in the amount one hundred and ten percent (110%) of the bid for the faithful
performance of the Contract and to indemnify the Village against loss. The
Contractor shall also furnish a labor and materials bond in the amount one hundred
and ten percent (110%) of the bid to ensure payment for all labor and materials,
including compliance with the provisions of law relating to the payment of the
prevailing rate of wages. The premium of such bonds is to be paid by the
Contractor. The surety must be with a substantial surety company satisfactory to
the Village and authorized by law to do business in the State of Illinois and
endorsed by a local representative of said surety company. All payment and
performance bonds shall name the Village of Mount Prospect as Obligee and be
written upon forms prepared or approved by the Village. Said bonds may be
satisfied with a Letter of Credit, in the form acceptable to the Village, from a bank
or savings and loan within the Chicago metropolitan area. The bonds and Letter
of Credit shall remain in effect during the full term of the Contract and any extension
thereof. Failure to so provide these bonds or Letter of Credit shall result in forfeiture
of the bid bond/Letter of Credit to the Village as liquidated damages and not as a
penalty, and the termination of the contract and/or withdrawal of the award.
b. Insurance Requirements. . In submission of a bid, the bidder is certifying that it has
all insurance coverages required by law or that would normally be expected for
bidder's type of work. In addition, the bidder is certifying that, as successful
bidder/Contractor, upon execution of the Contract, it will provide Insurance of such
types and in such amounts as may be necessary to protect itself and the interests
of the Village against all hazards or risks of loss contemplated by the Contract. The
Page 23 of 100
Village shall be named as additional insured on all applicable insurance
policies. Satisfactory certificates of insurance shall be filed with the Village upon
execution of the Contract. The certificates shall state that thirty (30) days advance
written notice will be given to the Village before any policy covered thereby is
changed or canceled.
Insurance coverage shall be in the following minimum amounts:
Limit/ Limit/
'ry e of Insurance Ea.. OCCUrrent e A g. regate
General Liability
Bodily Injury $1,000,000 $3,000,000
Property Damage $1,000,000 $3,000,000
Contractual Ins. $1,000,000 $3,000,000
Automobile Liability
Bodily Injury
Property Damage
Workers Compensation
Employee Claims
Employers Liability
$1,000,000 $1,000,000
$1,000,000 $1,000,000
Statutory for Illinois
$1,000,000 per accident
The Village of Mount Prospect, 50 S. Emerson Street, Mount Prospect, Illinois
60056 shall be insured; and Baxter & Woodman, Inc., 8678 Ridgefield Road,
Crystal Lake, Illinois 60012 shall be named as an Additional Insured on the
contractor's insurance policies.
c. Indemnification. The Contractor shall indemnify_and save harmless the Village of
Mount Prospect and Baxter & Woodman, Inc., their officers, and their employees
from any and all liability, losses or damages, including attorney's fees and costs of
defense, the Village and Baxter & Woodman, Inc. may suffer as a result of claims,
demands, suits, actions or proceedings of any kind or nature, including workers'
compensation claims, in any way resulting from or arising out of the operations of
the Contractor under the Contract, including operations of subcontractors; and the
Contractor shall, at his own expense, appear, defend, and pay all fees of attorneys
and all costs and other expenses arising therefrom or incurred in connection
therewith; and, if any judgments shall be rendered against the Village and Baxter
& Woodman, Inc. in any such action, the Contractor shall, at his own expense,
satisfy and discharge same. The Contractor expressly understands and agrees
that any bonds, letters of credit or insurance protection required by the Contract,
or otherwise provided by the Contractor, shall in no way limit the responsibility to
indemnify, keep and save harmless and defend the Village and Baxter &
Woodman, Inc. as herein provided.
Contractor agrees to defend and hold harmless the Village of Mount Prospect and
Baxter & Woodman, Inc. from and against all demands, claims, suits, costs,
expenses, damages and adjustments based upon any infringement of any patent
relating to goods specified in the contract, and on account of the Village's or Baxter
Page 24 of 100
& Woodman, Inc.'s use of any copyrighted or uncopyrighted, composition, trade
secrets, secret process, proprietary rights, patented of unpatented invention,
article or appliance furnished or used under the bid Specifications.
5) CornpO lce with Laws.
a. Collusion. If at any time it shall be found that the person, firm, or corporation to
whom the Contract has been awarded has, in presenting any proposal or
proposals, unlawfully colluded with any other party or parties, then the Contract
so awarded shall be null and void and the Consultant and his sureties shall be
liable to the Village for all loss or damage which the Village may suffer thereby,
and the Village may advertise for new bids for said work.
b. Observance of Laws, Ordinances, and Reaulations Certifications of Compliance
with Applicable Laws. The contractor shall, at all times during the life of this
contract, observe and abide by all federal, state and local laws which in any way
affect the conduct of the work and with all decrees and orders of courts or agencies
of competent jurisdiction. Likewise, said contractor shall be governed by all
municipal ordinances and regulations which in any way affect the conduct of the
work. The contractor shall indemnify and save harmless the owner, its officers,
agents, and employees against any claim or liability arising from or based on his
violation of any law, ordinance, regulation, decree or order.
The bidder and contractor, as successful bidder, shall comply with all applicable
state, federal and local laws, including, but not limited to the following:
Bid Riggin ° /Rotating. By submitting a bid, the Contractor certifies that no
owner, officer or director is barred from contracting with any unit of state or
local government as a result of violating the bid rigging or bid rotating
provisions contained in 720 ILCS 5/33E-3 & 33E-4.
ii. Tax Pavment.. The Contractor certifies that it is not delinquent in the
payment of any taxes to the Illinois Department of Revenue. (65 ILCS 5/11-
42.1-1)
iii. DrLig_roe Workpl ce rbc . The Contractor will comply with the requirements
of the Drug Free Workplace Act if the contract is $5,000 or more and it has
more than 24 employees at the time of entering into the contract (30 ILCS
580).
iv. Preference to Veterans Act. The Contractor will comply with the Preference
to Veterans Act (330 ILCS 55).
V. substance Abuse Prevention Proqram. By submitting a bid, the Contractor
certifies that the company has in place, to the extent not covered by a
collective bargaining agreement that deals with the subject of the Act, a
substance abuse prevention program that meets or exceeds the
requirements of the Substance Abuse Prevention in Public Works Projects
Act, 820 ILCS 265/1 et seq.
Page 25 of 100
vi, Non -Discrimination. The Contractor will comply with the Illinois Public
Works Employment Discrimination Act (775 ILCS 10/1, et seq.)
vii. Equal employment Opportunity. The Contractor will comply with Article 2 of
the Illinois Human Rights Act (775 ILCS 5/2-101, et seq.), including
establishment and maintenance of a sexual harassment policy as required
by Section 2-105, and the Rules and Regulations of the Illinois Department
of Human Rights, including the EQUAL EMPLOYMENT OPPORTUNITY
CLAUSE, which is a material term of all public contracts, as follows:
EQUAL EMPLOYMENT OPPORTUNITY
In the event of the contractor's non-compliance with the provisions of this
Equal Employment Opportunity Clause or the Act, the contractor may be
declared ineligible for future contracts or subcontracts with the State of
Illinois or any of its political subdivisions or municipal corporations, and the
contract may be cancelled or voided in whole or in part, and other sanctions
or penalties may be imposed or remedies invoked as provided by statute or
regulation. During the performance of this contract, the contractor agrees
as follows:
1) That he or she will not discriminate against any employee or applicant for
employment because of race, color, religion, sex, sexual orientation, marital
status, order of protection status, national origin or ancestry, citizenship
status, age, physical or mental disability unrelated to ability, military status
or an unfavorable discharge from military service; and, further, that he or
she will examine all job classifications to determine if minority persons or
women are underutilized and will take appropriate affirmative action to
rectify any underutilization.
2) That, if he or she hires additional employees in order to perform this contract
or any portion of this contract, he or she will determine the availability (in
accordance with this Part) of minorities and women in the areas from which
he or she may reasonably recruit and he or she will hire for each job
classification for which employees are hired in a way that minorities and
women are not underutilized.
3) That, in all solicitations or advertisements for employees placed by him or
her or on his or her behalf, he or she will state that all applicants will be
afforded equal opportunity without discrimination because of race, color,
religion, sex, sexual orientation, marital status, order of protection status,
national origin or ancestry, citizenship status, age, physical or mental
disability unrelated to ability, military status or an unfavorable discharge
from military service.
4) That he or she will send to each labor organization or representative of
workers with which he or she has or is bound by a collective bargaining or
other agreement or understanding, a notice advising the labor organization
or representative of the contractor's obligations under the Act and this Part.
If any labor organization or representative fails or refuses to cooperate with
the contractor in his or her efforts to comply with the Act and this Part, the
contractor will promptly notify the Department and the contracting agency
and will recruit employees from other sources when necessary to fulfill its
obligations under the contract.
5) That he or she will submit reports as required by this Part, furnish all relevant
information as may from time to time be requested by the Department or
the contracting agency, and in all respects comply with the Act and this Part.
6) That he or she will permit access to all relevant books, records, accounts
and work sites by personnel of the contracting agency and the Department
for purposes of investigation to ascertain compliance with the Act and the
Department's Rules and Regulations.
7) That he or she will include verbatim or by reference the provisions of this
clause in every subcontract awarded under which any portion of the contract
obligations are undertaken or assumed, so that the provisions will be
binding upon the subcontractor. In the same manner as with other
provisions of this contract, the contractor will be liable for compliance with
applicable provisions of this clause by subcontractors; and further it will
promptly notify the contracting agency and the Department in the event any
subcontractor fails or refuses to comply with the provisions. In addition, the
contractor will not utilize any subcontractor declared by the Illinois Human
Rights Commission to be ineligible for contracts or subcontracts with the
State of Illinois or any of its political subdivisions or municipal corporations.
Title 44, Part 750, Section 750, APPENDIX A, Illinois Administrative Code,
viii. PREVAILING WAGE. This contract calls for the construction of a "public
work" within the meaning of the Illinois Prevailing Wage Act, 820 ILCS
130/1, et seq., as amended (the "Act"). The Contractor and all
subcontractors are required to pay wage rates in accordance with the Act
to all laborers, workers and mechanics. The Village has adopted the
prevailing wages as determined by the Illinois Department of Labor ("IDOL")
for Cook County. The prevailing rate of wages is revised by the IDOL and
is available on the IDOL website,
wwww.state.l.us/agency/idol/rates/rates.htm The Contractor and all
subcontractors are solely responsible for checking the Department's
website for revisions to prevailing wage rates. In the event that the IDOL
should revise the prevailing rate of wages, then the revised rates shall apply
to this Contract. In no case shall any revision in the rates of prevailing
wages result in an increase in the total Contract price.
All bonds provided by the Contractor under the terms of this Contract shall
include such provisions as will guarantee the faithful performance of the
Contractor's obligations under this clause and under the Prevailing Wage
Act, 820 ILCS 130/1 et. seq.
Contractor shall comply with all applicable provisions of the Prevailing Wage
Act, including, but not limited to, the requirements of Section 5 of the
Prevailing Wage Act, 820 ILCS 130/5. The Contractor, and all
Subcontractors and Sub -Subcontractors participating on the Project, shall
Page 27 of 100
make and keep those records required under Section 5 of the Prevailing
Wage Act in paper or electronic format. In conformance with the Act, each
contractor and subcontractor, or other entity performing work on the project,
shall maintain records of all laborers, mechanics and other workers
employed by them on the project, including the following information on
each worker: (1) name; (2) address; (3) telephone number when available;
(4) social security number; (5) classification or classifications; (6) gross and
net wages paid in each pay period; (7) number of hours worked each day;
(8) starting and ending times of each day; (9) hourly wage rate; (10) hourly
overtime wage rate; (11) hourly fringe benefit rates; (12) the name and
address of each fringe benefit fund; (13) the plan sponsor of each fringe
benefit, if applicable; and (14) the plan administrator of each fringe benefit,
if applicable. These records shall be kept by the participating contractor
and subcontractor for a period of not less than five (5) years from the date
of last payment on the contract or subcontract. No later than the 15th day
of each calendar month, each participating contractor and subcontractor
shall submit a monthly certified payroll to the Village consisting of the above -
referenced information as well as a statement signed by the participating
contractor or subcontractor that certifies: (a) the records are true and
accurate; (b) the hourly rates paid to each worker is not less than the
general prevailing rate of hourly wages required under the Prevailing Wage
Act; and (c) the contractor or subcontractor is aware that filing a certified
payroll that he or she knows to be false is a Class A misdemeanor.
ix. Compliance with Freedom of Information Act Request. Section 7 of the
Illinois Freedom of Information Act (FOIA), 5 ILCS 140/7, applies to public
records in the possession of a party with whom the Village of Mount
Prospect has contracted. The Village of Mount Prospect will have only a
very short period of time from receipt of a FOIA request to comply with the
request and there is a significant amount of work required to process a
request including collating and reviewing the information.
The bidder/contractor acknowledges the requirements of FOIA and agrees
to comply with all requests made by the Village of Mount Prospect for public
records (as that term is defined by Section 2(c) of FOIA) in the
undersigned's possession and to provide the requested public records to
the Village Mount Prospect within two (2) business days of the request
being made by the Village of Mount Prospect. The bidder/contractor agrees
to indemnify and hold harmless the Village of Mount Prospect from all
claims, costs, penalties, losses and injuries (including but not limited to,
attorney's fees, other professional fees, court costs and/or arbitration or
other dispute resolution costs) arising out of or relating to its failure to
provide public records to the Village of Mount Prospect under the contract.
Page 28 of 100
X. Work Guarantv.
1. Maintenance Bond. A maintenance bond or a maintenance letter of
credit is required. This maintenance bond or maintenance letter of credit
amount shall consist of ten percent (10%) of the final project cost; it shall
be posted by the contractor with the Village upon completion of all Work;
and it shall be valid and effective for a period of two (2) years after the
final acceptance of such Work by the Village for the purpose of
guaranteeing against and securing the correction of any defect in
material or workmanship furnished for such improvements, latent in
character and not discernible at the time of final inspection or
acceptance by the Village of Mount Prospect.
2. General Guarantv. Neither partial or final payment, nor any provision in
the contract, nor partial or entire use of the product/Work embraced in
the contract by the Village or the Public shall constitute an acceptance
of work not done in accordance with the contract, or relieve the
contractor of liability in respect to any express warranties or
responsibility for failure to comply with the terms of those contract
documents.
Unless otherwise expressly provided in the Specifications, in the event
any defects or imperfections in the materials or workmanship to be
furnished by the contractor herein appear within the period of two (2)
years from the date of completion of all the Work and acceptance thereof
by the Village, the contractor will, upon notice from said Village (which
notice may be given by letter to said contractor to the business address
of the contractor shown in the proposal), repair and make good at his
own cost any such defects or imperfections and replace any defective
or imperfect materials or workmanship with other materials or
workmanship satisfactory to said Village, and furnish all such new
materials and labor as may be necessary to do so; and in the event of
the failure, refusal or delay of said workmanship or materials said Village
may do so or have same done by others, and said contractor and surety
or sureties on the bonds given for the faithful performance of the contract
shall be liable to the Village for all damages and expenses occasioned
by such failure, refusal or delay. All details of warranties shall be
included with the bid. Warranty work shall be at no additional expense
to the Village.
Manufacturer warranties and guaranties shall be submitted with the bid
and shall be considered a part of the contract where such specifications
meet the minimum bid Specifications.
A. Miscellaneous Contract Requirements
1, Contract Alterations. No amendment of a contract shall be valid
unless made in writing and signed by the Village President, Village
Manager, or their authorized representative.
Page 29 of 100
2. Licenses and Permits. The Contractor shall procure at its own
expense all necessary licenses and permits in connection with the
work under the Contract.
I Nonassicinability. The contractor shall not assign the contract, or any
part thereof, to any other person, firm or corporation without the
previous written consent of the Village. Such assignment shall not
relieve the contractor from its obligations or change the terms of the
contract unless agreed by the Village at its sole discretion.
4. Notices. All notices required by the contract shall be given in writing.
5. Taxes. The contractor shall pay all applicable federal, state and local
taxes on all materials, labor and services furnished by it under the
contract, and the amounts of such taxes shall be included in the unit
prices bid.
Page 30 of 100
SPECIAL PROVISIONS
INDEX OF SPECIAL PROVISIONS
PAGE NO.
TRENCHING, BACKFILLING AND COMPACTING FOR WATER MAIN AND SEWERS:
.............
....................,......,....................,......,,...........,..................., ...,, .............. .......,....,....
33
WATER DISTRIBUTION SYSTEM: ........................................................... __ ... __ ..... .........
9
1.
WATER MAIN (OPEN CUT)...............................................................................................
54
2.
WATER MAIN (HDD):
3.
CASING PIPE (HDD)............................................................................................................
55
4.
ADDITIONAL WATER MAIN FITTINGS: .............................................
55
5.
CONNECTION TO EXISTING WATER MAIN (PRESSURE):..................................a..a
.5
6.
CONNECTION TO EXISTING WATER MAIN (NON—PRESSURE):.,....,__......... ___
56
7.
BUTTERFLY VALVE:...........................................................................................................
56
8.
GATE VALVE: ..........................................................................................
57
9.
INSERTION VALVE:............................................................................................................
57
10.
VALVE VAULT: ......................................................................................... ........
58
11.
VALVE BOX: ..........................................................................................
5
12.
FIRE HYDRANT: ................................................................................... ............... _
58
13.
FIRE HYDRANT BARREL EXTENSION: ............................................
5
14.
6" FIRE SERVICE LINE CONNECTION: .............................................. ......... .........
59
15.
1'/z" WATER SERVICE CONNECTION: ............................................. ....
59
16.
11/2" WATER SERVICE PIPE: .............................................................. ...... __ ........
60
17.
LINE STOP:.........................................................................................................................
6
18.
SEWER PIPE REMOVAL AND REPLACEMENT: ........................... ........... ...
6
19.
REPLACEMENT OF DRAIN TILES................................................................................62
20.
REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL: ........
6
21.
LOCATE: ..............................................................................................................
3TY
63
22.
PAVEMENT RESTORATION...........................................................................................
63
23.
RESTORATION OF LAWNS AND PARKWAYS..........................................................
71
24.
EROSION AND SEDIMENTATION CONTROL: .................................
7
25.
BUNA—NITRILE GASKET: ...................................................................................
'7
26.
TREE PROTECTION FENCE: ............................................................. .......
7
27.
LOCATING SEWER SERVICE LATERALS: ................................................
73
28.
PRECONSTRUCTION VIDEO RECORDING: .................................. __ .... ____ ........
6
Page 31 of 100
29. TRAFFIC CONTROL: ............................................... ............... -.- .... 76
30. ABANDONMENT OF EXISTING WATER MAINS* .............. ... 1.1-1-1- .... 76
Page 32 of 100
SPECIAL PROVISIONS
The following Special Provisions supplement the "Standard Specifications for Road and
Bridge Construction," adopted January 1, 2016, the latest edition of the "Manual on
Uniform Traffic Control Devices for Streets and Highways,"; Standard Specifications for
Water and Sewer Construction in Illinois, latest edition; Village of Mount Prospect
standards and specifications; and in case of conflict with any part or parts of said
Specifications, these said Special Provisions shall take precedence and shall govern.
TRENCHING. BACKFILLING AND COMPACTING FOR WATER MAIN AND SEWERS:
SUMMARY: Trench, backfill, and compact as shown on the Plans, as specified herein
and as needed for installation of water main and sewers.
QUALITY ASSURANCE: : Use adequate numbers of skilled workmen who are thoroughly
trained and experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the work of
this Section.
Use equipment adequate in size, capacity, and numbers to accomplish the work
in a timely manner.
Comply with requirements of governmental agencies having jurisdiction.
GRANULAR PIPE BEDDING AND COVERING MATERIALS: Provide well graded,
washed, mixture of gravel or crushed stone aggregate free of clay, loam, dirt, calcareous
or other foreign matter conforming to Section 1004 of the Standard Specifications
gradation No. CA 11, or the Standard Specifications for Water and Sewer Construction in
Illinois, with the following gradation:
Sieve Size
Percent Passim
1 -inch 100%
3/ -inch 84-100%
'/z -inch 30-60%
No. 4 0-12%
No. 16 0-6%
1. For flexible thermoplastic pipes including sewer pipes: Comply with ASTM
D2321, Class I or 11 as modified below.
a. Exclude sharp angular granular materials.
b. Limit maximum particle size to'/z-inch (IDOT CA 15).
C. Do not use Class 11 materials in wet conditions.
2. For rigid pipes comply with ASTM C12, Bedding Class B.
EXCAVATED BACKFILL MATERIALS IN NON -PAVED AREAS: Provide soil materials
free from organic matter, rubble, or frozen material, containing no rocks or lumps over 6
inches, and with not more than 15 percent of the rocks or lumps larger than 2 inches.
Page 33 of 100
.RANULAR BACKFILL MATERIALS: Provide granular material consisting of 100%
crushed stone or gravel complying with Section 1004 of the Standard Specifications
gradation No. CA 6.
TEMPORARY AGGREGATE PAVEMENT MATERIAL: Provide well graded, 100 percent
crushed gravel or crushed stone aggregate free of clay, loam, dirt, calcareous or other
foreign matter conforming to Section 1004 of the Standard Specifications gradation No.
CA 6.
GEOTECHNICAL FABRIC: Provide geotechnical fabric for separation of granular
material and native soil in areas where trench is over excavated to remove unsuitable
materials.
1. Acceptable manufacturers:
a. Mirafi: 160N.
b. Synthetic Industries: 601.
C. Amaco: 4551.
d. Or approved equal.
WATER MAIN REPAIR:
1. Repair water main or water services damaged during construction utilizing
products of type and manufacturers as approved by the Village.
2. Pipe couplings for joining of sections of cut water main where a section of
new pipe is used to replace a broken pipe, with alloy bolts and fusion
bonded epoxy coating.
a. Acceptable manufacturers:
(1) Cascade CRCER.
(2) Ford FC2W.
(3) Or approved equal.
3. Repair clamps for broken or cracked pipe and sealing of existing corporation
stop opening.
a. Use full -circle single band all stainless steel clamps.
b. Acceptable manufacturers:
(1) Cascade CR1.
(2) Ford.
(3) Or approved equal.
C. Replace damaged service corporation stops by installation of full -
circle single band all stainless steel clamps, with service outlet,
matching manufacturer's and styles used for repair of a cracked pipe.
GENERAL CONSTRUCTION REQUIREMENTS:
1. Protection of existing facilities:
a. Unless shown to be removed, protect existing structures, conduits,
active utility lines and all other facilities shown on the Plans or
otherwise made known to the Contractor. If damaged, repair,
replace, or restore to a condition equal to or better than the original
condition at no additional cost to the Village.
b. Notify all persons, firms, corporations, or agencies owning or using
any existing structures, conduits, or utilities which may be affected
by the Work prior to the start of construction.
C. Make arrangements to locate, maintain, protect, and/or relocate
facilities in order to complete the Work.
d. Make such exploration as is necessary to determine the exact
location of underground utilities.
e. Exercise care during the progress of work in the area to prevent
damage to the utilities.
f. Whenever it becomes necessary to relocate underground gas mains,
telephone conduit, or electrical lines or support or relocate utility
poles, the utility company involved will make such relocation or
provide pole support. Notify the utility company promptly.
g. Whenever it becomes necessary to relocate water or other pipes or
conduits in direct conflict with the proposed pipe (exclusive of
culverts) which are not shown on the Plans, obtain the direction from
the Engineer for the relocation. Compensation will be allowed only
for such quantities as determined by the Engineer.
h. Do not obstruct accessibility of fire hydrants.
TRENCHING.-
Do
RENCHING;
Do not advance trench excavation more than 50 feet ahead of completed
pipe installation except as approved by the Engineer.
Z Provide and maintain sheeting, shoring, and bracing necessary for
protection of the Work, adjacent property, and for the safety of personnel.
a. Remove temporary sheeting and bracing after backfilling to an
elevation which will prohibit caving of exposed side banks.
b. Fill voids left by the withdrawal of sheeting with compacted sand.
C. The Engineer may direct that supports in trenches be cut off at any
specific elevation to protect adjacent facilities or property.
d. No extra payment will be made for the supports left in place without
the direction of the Engineer.
e. Do not leave supports within 4 feet of the ground or pavement
surface in place without the permission of the Engineer.
3. Provide pumping, bailing, well points, and construct ditches and dikes
required to dewater and drain ground water, sewage, or stormwater to keep
the excavation and site dry for the completion of the Work.
4. Excavation:
a. Excavate by open cut unless otherwise indicated on the Plans.
b. Excavate trenches to the depths and grades necessary for the
pipelines with allowances for bedding material.
C. Over excavate organic, soft, spongy, or otherwise unsuitable soils
found at or below the bottom of the trench to meet firm subsoil or as
determined by the Engineer.
d. Exc9vation of existing asbestos cement water mains to allow
replacement of existing water mains with new ductile iron water main
pipe shall include crushing the existing asbestos cement pipe in
place and leaving the residual crushed pipe in the bottom of the
Page 35 of 100
trench. Cover crushed pipe with bedding material as part of bedding
and covering of new water main pipe.
Comply with the following maximum trench widths at the top of
pipelines:
Pipe Sizes Trench Widths
(inches) (inches)
12 or smaller 30
14 - 18 36
EXCAVATION FOR APPURTENANCES:
1. Excavate for manholes, valve vaults and similar structures to the depths as
shown on the Plans and to a distance sufficient to leave at least 12 inches
clear between outer surfaces and the embankment or shoring that may be
used to hold and protect the banks.
2. Over depth excavation beyond depths indicated on the Plans that has not
been directed will be considered unauthorized. Fill with sand, gravel, or
lean concrete as determined by the Engineer, and at no additional cost to
the Village.
BEDDING AND COVERING OF PIPE: Bedding is defined as the shaped and tamped
material which supports the pipes. Covering is defined as the compacted material which
protects and covers the pipes. Provide continuous bedding and covering for underground
pipelines, except where concrete encasement or concrete cradles are indicated.
Pipe bedding;
..........
1. Provide compacted granular pipe bedding and covering material with a
minimum thickness of 4 inches under pipe barrels and 2 inches under bells.
2. Wherever the trench is over -excavated due to removal of unsuitable
material, refill the trench bottom to the bottom of the pipe bedding with
granular material conforming to Section 1004 of the Standard Specifications
gradation No. CA 1 as determined by the Engineer.
a. Unless otherwise specified to be paid for, removal and replacement
of material, or unsuitable material, to a depth of one foot below pipe
barrel outside diameter is considered incidental to installation of the
pipe.
1 Wherever the trench is over excavated to remove unsuitable material, install
geotechnical fabric between native soil and granular material:
a. Install fabric to cover bottom and sides of trench to heights as follows:
(1) For all flexible pipe and rigid pipe 24 -inch and smaller: to
envelop entire bedding and covering material and overlap 1 -
foot at the top.
(2) Where undercut is of a depth that requires more than one
piece of fabric to provide envelope, provide sewn seams
between sections of fabric.
4. Wherever two or more pipes or conduits are placed in the same trench or
excavated area, backfill the trench with granular pipe bedding and covering
Page 36 of 100
material to support the uppermost pipe or conduit.
Piae covering:
1. Following placement of pipe and inspection of joints, provide compacted
granular pipe bedding and covering material for the full width of the trench
to the following levels unless otherwise shown on the Plans:
a. For all pipes sizes and materials: To 12 inches above the top of the
pipe.
2, Place granular pipe bedding and covering material in uniform loose layers
not exceeding 8 inches thick.
a. Compact each layer firmly by ramming or tamping with tools
approved by the Engineer in such a manner as not to disturb or injure
the pipe to yield a minimum density of 95 percent of maximum dry
density as determined according to ASTM D1557 or AASHTO-T180.
3, Where trench is widened by installation of structures or jacking pits, extend
bedding and covering materials to total width of excavations.
TRENCH BACKFILLING AND COMPACTING: Backfill trench from the top of pipe cover
to bottom of topsoil or paving subgrade,
For trench in lawns arkways, and other improved areas not subject to vehicular traffic:
1. Backfill with excavated materials in uniform loose layer not exceeding 12
inches thick.
2, Compact each layer of trench backfill materials to yield a minimum of 85
percent of maximum dry density as determined according to ASTM D1557
or AASHTO-T180.
For trench in streets, parking areas, driveways. sidewalks. curb and putter, or within 2
feet of anv proposed curb and gutter, sidewalk, or other paved areas,
1. Backfilling with granular backfill materials:
a. Place in uniform loose layer not exceeding 12 inches thick and
compact with vibrating roller or equivalent.
b. Water jetting may not be used in lieu of vibratory compaction.
C. Fill the top of trenches with temporary aggregate pavement material
to the depth(s) required to provide aggregate base and pavement
base, binder and surface courses of the depths shown on the Plans.
2. Compacting requirements:
a. Compact each layer of trench backfill materials to yield a minimum
density of 90 percent of maximum dry density as determined
according to ASTM D1557 or AASHTO T-180.
b. Determine the density of compacted backfill at intervals of not more
than 500 feet at locations selected by the Engineer.
C. Provide the services of an independent testing laboratory for the
density tests.
3. Maintain temporary pavement level with adjoining pavement surfaces until
the permanent pavement is placed.
Page 37 of 100
BACKFILL AND BEDDING FOR APPURTENANCES;.
1 Provide 3 inches of granular bedding material unless otherwise shown on
the Plans. Sand will not be allowed.
2. Do not backfill until new concrete has properly cured, and any required tests
have been accepted.
3. Backfill in lawns and landscaped areas with excavated materials.
4. Backfill in pavement around manholes, catch basins, inlets, valve vaults,
and other structures as determined by the Engineer with granular backfill
materials.
FINISH GRADING;
1. Provide finish grading and filling to achieve the lines and grades.
2. Slope grades to drain away from structures.
3,. Replace culverts damaged during the construction with new culvert pipe.
4. Except where mounding over trenches is specified, grade smooth areas of
the Work including previously grassed areas that have been disturbed, and
adjacent transition areas.
5. Fill and compact depressions from settlement and round tops of
embankments and breaks in grade.
6. Protect newly graded areas from traffic and erosion. Repair settlement or
washing away that may occur prior to surface restoration and re-establish
grades to the required elevations at no additional cost to the Village.
7. Remove unsuitable and surplus excavated materials not used for backfilling
from the project site.
8. Do not deposit on public or private property without written permission from
property owner or authorized representative of appropriate public agency.
WATER MAIN REPAIR:
1. Whenever existing water mains and water service pipes are damaged
during construction, stop the pipe installation work and immediately repair
the damaged portion of the existing piping.
2. Contact the Engineer and Village immediately to report the location and
extent of the damage.
3, Repair the water main with methods complying with the "Standards for
Water and Sewer Construction in Illinois", and any additional requirements
required by the Village.
4. Utilize only materials of repair as noted in the products section of this
specification or as dictated by the Village.
5. Where water services have been stripped or pulled from the water main,
replace the corporation stop as instructed by the Engineer and Village, and
replace the water service pipe to a point as determined by the Village.
6. Comply with disinfection requirements as dictated by the Village.
7. Do not cover the repair until work is inspected and approved by Village.
TRENCH BACKFILL
Trench backfill for water main and sewers shall be placed in all open cut trenches in,
under, and crossing driveways, sidewalks, parking lots, and in all existing roadways, from
Page 38 of 100
the top of bedding and covering material to the top of the existing pavement surface.
Installation of the trench backfill shall be in accordance with the Special Provision for
"TRENCHING, BACKFILLING AND COMPACTING FOR WATER MAIN AND SEWERS"
and details shown on the Plans. The material for the top 12 inches on trenches in
pavement shall be CA 6, 100% crushed gravel or crushed stone.
Trench Backfill work will not be paid for separately, and costs of providing material,
placing, and compacting trench backfill shall be included in the cost of other work and
Pay Items.
WATER DISTRIBUTION SYSTEM:
SUMMARY: Provide the water distribution system as shown on the Plans, specified
herein, and needed for a complete and proper installation, and in accordance with the
latest edition of the "Standard Specifications for Water and Sewer Construction in Illinois",
except as revised herein.
Provide labor, materials, tools, chemicals and equipment necessary to perform the
pressure and leakage tests and disinfection.
SUBMITTALS: Furnish two (2) copies of bacteriological test reports.
PIPE AND FITTINGS: Provide ductile iron pipe materials in size 4 -inch through 24 -inch
unless otherwise indicated on the Plans,
Pipe:
Provide push -on joint and restrained joint ductile iron pipe complying with
ANSI A21.51, special thickness Class 56, with joints complying with ANSI A21.11.
Use cement lining complying with ANSI A21.4/AWWA C104 standard thickness.
Provide restrained joint pipe system that uses one of the following methods:
a. Mechanical joint retainer gland systems that provide locking segments shaped
to pipe barrel that do not create stress points on pipe barrel.
(1) Do not use setscrew type retainer glands.
b. Acceptable products:
(1) Meg -A -Lug System.
i. Series 1100 Megalug for MJ to pipe.
ii. Series 1700 Megalug Harness for push on joint.
iii. As recommended by manufacturer for connection to existing
pipes.
(2) Or Owner approved equal.
Fittings:
1. Use full body ductile iron fittings with restrained mechanical joints complying
with ANSI A21.10 / AWWA C110.
a. Compact body fittings are not acceptable.
2. Use cement lining complying with ANSI A-21.4, standard thickness.
Page 39 of 100
3. Bolts and nuts:
a, LJse A-304 stainless steel bolts with nets and washers of series 300
stainless steel per ASTM A194.
4. Provide restrained joint type fittings compatible with pipe system utilized, as
specified by the pipe manufacturer.
a. Provide restrained type joints for all fittings.
Polyethylene sheet: Comply with ANSI/AWWA C105/A 21.5-99:
1. Thickness: Linear Low-density polyethylene film (minimum 8 mils) or High-
density cross laminated polyethylene film (minimum 4 mils).
2. Markings: The following information shall be clearly marked on the sheet
at minimum increments of 2 -feet along its length:
a. Manufacturers name or trademark.
b. Year of Manufacture.
C. Minimum film thickness and material type (LLDPE or HDCLPE).
d. Applicable range of nominal pipe diameter size(s).
e. Warning — Corrosion Protection — Repair Any Damage.
VALVES: Provide valves with clockwise closing direction.
Butterfly valves:
1. The valves shall be of ductile iron body, rubber seated, tight closure,
butterfly valves, and shall conform to the latest revised requirements of
AWWA Specification C504.
2. Provide each valve with a fully enclosed, sealed, grease -packed integral geared
manual operator with a 2 -inch square operating nut.
3. Butterfly valves shall have flanged ends, with one restrained joint flange
adapter, and shall be installed in valve vaults.
4. Acceptable manufacturers:
a. Pratt -Groundhog
b. Mueller Lineseal III #B-32-11,
C. Or Owner approved equal.
Gate valves:
1. Valves 4 -inch to 8 -inch size:
a. Design in accordance with AWWA C515 (ductile iron body) bronze
fitted, resilient wedge and seat type with non -rising stem and O-ring
packing.
2. Provide ANSI Class 125 flange end with one restrained flange adapter and
one mechanical joint ends for valves installed in vaults as indicated on the
Plans.
a. Provide restrained type joints for all mechanical joint end valves.
3. Acceptable valve manufacturers:
a. Mueller 2360
C. No other substitutions.
Page 40 of 100
Temporary Valves / Insertion valves: Use insertion valves using pipe interior as
seating surface.
1. Valves 4 -inch through 12 -inch:
a. Designed with a ductile iron or stainless steel body and using a
resilient wedge to seat against the water main pipe interior surface.
b. Rated for 100 psi working pressure.
C. 2 -inch square operating nut, counter -clockwise opening, and non -
rising stem.
2. Installation will require cutting and removing a portion of the water main pipe
wall.
a. Pipe cutting and removal of pipe material shall be completed with
water main operating under continuous pressure.
3. Acceptable valve manufacturers:
a. Advanced Valve Technologies EZ2 Valve,
b. Or approved equal.
4. Insertion valve installer shall be trained by, or accepted by, the insertion
valve manufacturer as a qualified installer; or installer shall have written
proof and references of at least 3 years of experience and/or a minimum of
30 successful installations of the insertion valve type to be installed for this
Project.
Line Stops: Use line stops using pipe interior as seating surface,
1. Acceptable line stop manufacturers:
2. Hydra -Stop Insta-Valve Plus,
3. Advanced Valve Technologies EZ2 Valve,
4. Or approved equal.
VALVE VAULTS:
Precast concrete:
1. Provide precast reinforced concrete manhole sections, bottoms, and
eccentric cones complying with ASTM C478 for vaults installed around
butterfly valves unless otherwise indicated on the Plans.
2. Provide eccentric cone section for vaults installed around gate valves
unless otherwise indicated on the Plans.
3. Provide precast reinforced concrete monolithic or separate base.
4. Design flat slab tops for AASHTO HL -93 wheel loading.
Concrete: Provide 4,000 psi concrete using Type I Portland Cement complying
with ASTM C150.
Mortar: Provide Non -shrink grout type.
Joints for precast sections:
1. Provide joints of either flexible watertight rubber gaskets or preformed
bituminous plastic gaskets consisting of a homogeneous blend of refined
hydrocarbon resins and plasticizing compound reinforced with inert mineral
filler.
Page 41 of 100
a. Acceptable preformed gasket products:
(1) Henry Company, RAM-NEK.
(2) ConSeal Concrete Sealants, Inc., Type CS -102.
(3) Or equal.
Frames and covers:
1. Provide cast iron frames and covers with heavy duty, indented top with
solid self-sealing lids and machined bearing surfaces, stamped with the
words "VILLAGE OF MOUNT PROSPECT" and "WATER".
a. Acceptable products:
(1) East Jordan 1050 EXHD;
(2) Or approved equal.
Flexible pipe connectors: Provide flexible rubber gasket collar for connecting
pipe to the vault.
1. Comply with ASTM C923
2. For pipe 24 inches and smaller, use PSX gasket system by Press -Seal Gasket
Corporation, or approved equal.
VALVE BOXES:
1. Provide valve boxes with cover marked with the word "WATER"
a. Acceptable Manufacturer:
1. Tyler 664-S,
2. EJIW 8550,
3. Or approved equal.
4. Provide valve box stabilizers on all valve boxes.
a. Acceptable Manufacturer:
1. Valve Box Stabilizer, Inc., Joliet, Illinois (815 722 2517)
2. No substitutions.
FIRE HYDRANTS:
...........v. ----- -
1. Comply with AWWA C502.
2, Paint fire hydrants with Factory Red color as approved by the Village.
3. Match the fire hydrants generally installed in the Village's water system.
4. Acceptable Manufacturer:
a. Mueller Centurion #A423 or East Jordan Iron Works BR -5.
b. No substitutions.
Materials:
1. Provide compression type valve with a 5'/4 -inch minimum size main valve
assembly, O-ring seals, two 2'/2 -inch hose nozzles, and a 4'/2 -inch pumper
nozzle with National Standard threads, a National Standard operating nut,
and an above -ground break flange.
2. Provide a 6 -inch auxiliary resilient seat type gate valve with restrained type
joints between the fire hydrant, the valve and the tee fitting.
a. Auxiliary valve shall be Mueller A-2360-16. No substitutions.
b. Clow flange by MJ, or Clow MJ by MJ, depending on depth of bury.
3. Provide valve boxes with cover marked with the word "WATER".
a. Acceptable Manufacturer:
1. Tyler 664-S,
2. EJIW 664-S,
3. or approved equal.
4. Provide valve box stabilizers on all fire hydrant auxiliary valves.
a. Acceptable Manufacturer:
1. Valve Box Stabilizer, Inc., Joliet, Illinois (815 722 2517)
2. No substitutions.
WATER SERVICES:
1. Provide service saddles, corporation stops, curb stops, service boxes, and
water service tubing.
2, Materials:
a. Service lines: Type K soft temper seamless copper water tubing
complying with ASTM B88.
b. Service saddles: Mueller H-13000 bronze service saddle with
double bronze straps and AWWA tapered thread.
C. Corporation stops: Mueller H-15000.
(1) No substitutions.
d. Curb stops: Mueller Mark II Oriseal H-15154 LL flared connections.
(1) No substitutions.
e. Service boxes: Mueller H-10304 LL.
(1) No substitutions.
e. Couplings: Mueller products.
(1) No substitutions.
TAPPING SLEEVES AND VALVES
Tapping sleeves:
1. Use two-piece bolted sleeve ductile iron or stainless steel type with
mechanical joints.
2. Provide joint accessories.
3. Measure existing water main outside diameter to determine proper tapping
sleeve size
4. Acceptable manufacturers:
(1) Stainless steel: Smith Blair 664-665,
(2) or approved equal.
Tapping valves:
1. Use fully ported gate valves complying with AWWA C500.
2. Use mechanical joint and tapping joint, Mueller A2360-16, or approved
equal.
RESTRAINED JOINT FLANGED ADAPTER,
1. Provide a ductile iron flanged adapter dual ring system with bolt circles
compatible with 125# Class 150 bolt pattern.
a. Provide adapter with individual actuated gripping wedges that use
torque limiting screws to insure proper initial set.
b. Set screw "only" restraining adaptors are not acceptable.
Page 43 of 100
C. Provide system that allows joint deflection of up to 50
.
d. Provide a fluoropolymer coating to the wedge and wedge assembly
and powder coating to the restraint body.
2. Acceptable Manufacturers:
a. Series 2100 Magaflange by EBAA Iron;
b. Or approved equal.
CONSTRUCTION REQUIREMENTS
PIPE INSPECTION HANDLING STORAGE AND INSTALLATION: Install in
�_......._ ..... ....
accordance with pipe manufacturer's recommendations.
Ductile iron water mains and appurtenances:
1. Comply with AWWA C600.
2. Provide and install locator wire for the total length of pipe installed in open
cut trenches, plus additional wire to leave a 10 foot loop of wire in the
adjacent valve vault and through any casing pipe.
a. Connect locator wire to locator wire installed with water main
installed by horizontal directional drilling methods.
b. Hang loop of wireinside valve vaults on a stainless steel eye
hook with expansion anchor.
OPERATION OF APPURTENANCES: The Village of Mount Prospect Public Works
Department employees only shall operate any existing water distribution appurtenances
(i.e. water valves, fire hydrants, etc.).
WATER DISRUPTIONS: A minimum forty-eight (48) hours advance notice to the Village
of Mount Prospect Public Works Department is required for any water service disruptions.
DEPTH OF PIPE COVER: Install water mains and water service lines with a minimum
......�........ ........
......................._
depth of cover of 5'-6" below finished grade ground level unless otherwise indicated on
the Plans.
Where new mains cross existing mains, install new main below existing
main unless otherwise indicated on the Plans.
CONNECTIONS TO EXISTING WATER MAINS:
1. Make connections to existing mains.
2. Use non -pressure connections, except where pressure connections are
shown on the Plans or required by conditions at the time of construction.
3. Make one connection at a time except as approved by the Engineer.
PIPE RESTRAINING SYSTEMS:
General:
1. Provide protection from movement of water main piping, plugs, caps, tees,
valves, hydrants, and bends of 11-1/4 degrees or greater using restrained
joint type fittings.
a. Provide restrained joint fittings and concrete thrust blocks where
shown on the Plans and where connections are made to existing
water mains.
Page 44 of 100
Where restrained joint type fittings are called for on the Plans, but cannot
be used, provide concrete thrust blocks.
Concrete thrust blocks:
1. Provide precast or cast -in-place concrete thrust blocking with a
compressive strength of 3,000 psi in 28 days.
2. Locate thrust blocking between solid ground and the fitting to be anchored.
3. Unless otherwise shown or directed by the Engineer, place the base and
thrust bearing sides of thrust blocking directly against undisturbed earth.
3. Sides of thrust blocking not subject to thrust may be placed against forms.
4. Place thrust blocking so the fitting joints will be accessible for repair.
Restrained type pipe and fittings:
1. Provide restrained joint pipe to distance indicated on the Plans, or not less
than a minimum of three pipe lengths on each side of a bend or fitting to be
restrained.
a. Only restrained joint pipe indicated on the Plans will be paid for as a
separate Pay Item.
b. Restraining gaskets or locking systems used on straight runs of
push -on pipe are not considered as fittings, and are paid for as part
of the Pay Item for restrained joint type pipe.
SEWER CROSSING: Maintain adequate separation between water mains and water
service lines from sanitary sewer, storm sewers, combined sewers, building sewer service
connections, and drains in accordance with the "Standard Specifications for Water and
Sewer Construction in Illinois".
Water mains:
1. Wherever water mains cross storm sewers, sanitary sewers, or sewer
service connections:
a. Install water main with its invert at least 18 inches above the top of
the sewer.
b. Maintain this vertical separation for that portion of the water main
located within 10 feet horizontally of any sewer or drain crossed.
C. Center a length of water main pipe over the sewer to be crossed with
joints equidistant from the sewer or drain.
2. When it is impossible to obtain the minimum 18 inches vertical separation,
or when it is necessary for the water main to pass under a sewer or drain:
a. Construct the sewer or drain of pressure pipe, conforming to the
Standard Specifications for water main materials.
b. Extend the sewer construction on each side of the crossing until the
normal distance from the water main to the sewer or drain is at least
10 feet.
C. As an alternate, install either the water main or sewer inside a casing
pipe for a distance of 10 feet measured perpendicular to the sewer
on each side of the crossing.
3. Where a water main must cross under a sewer:
a. Maintain a vertical separation of 18 inches between the invert of the
sewer and the crown of the water main.
Page 45 of 100
b, Support the sewer or drain line to prevent settling and breaking the
water main.
Water service lines: Comply with the requirement of water main separation.
Sewer manholes: Do not install water mains or service lines through sewer
manhole.
VALVE VAULTS:
General:
1. Install pipe through valve vault as shown on the Detail.
2. Make vault watertight with use of flexible manhole connectors as per the
Detail.
Jointing:
1. Use flexible watertight gaskets for each joint.
2. Trim smooth and free from surplus gaskets.
Frames and covers: Unless otherwise shown on the Plans or as determined by
the Engineer, set frames and covers:
1. In paved areas: So that the top of the solid cover will be flush with the
finished pavement
2. In unpaved areas: To drain away from the valve vault.
3. With flexible watertight gaskets.
4. With grade rings not exceeding 8 inches in height.
FIRE HYDRANT INSTALLATION:
1. Install fire hydrant plumb with the lowest hose connection at least 18 inches,
but not more than 26 inches, above the finished grade ground level. Set
fire hydrant base and auxiliary valve on a precast concrete block to provide
firm support for the bases.
2. Brace the bases with solid concrete blocking between the base and
undisturbed trench wall to counteract the reaction thrust of water pressure
at the base. Provide mechanical joint anchoring fittings or approved
restrained joints.
3. Brace the fire hydrant barrels during backfilling. Do not block the drain hole
in the fire hydrant.
4. Place a minimum of 1/2 cubic yard of washed coarse stone at and around
the base for proper drainage. Cover stone with plastic before backfilling.
5. Place and compact backfill materials in 6 -inch layers around the fire hydrant
and auxiliary gate valve.
6. Cover new fire hydrant with plastic bag until new system is in service.
WATER SERVICE CONNECTION:
1, Make service connections at locations shown on the Plans or determined
by the Village or Engineer at the time of construction.
Z Install water service pipe, corporation stop, curb stop, and service box as
shown on the water service installation detail and by the method indicated
on the Plans.
3. Set curb stop on a precast concrete block.
4, Do not splice the water service pipe.
5. Connect new water service to existing service pipe adjacent to and on
building side of water meter or service box.
Service boxes:
1. Install service box over curb stop in a truly vertical position.
2. Set the top of box flush with the surrounding finished grade.
Direct tapping of polyethylene -encased D.I.P.:
1. Wrap two or three layers of polyethylene adhesive tape completely
around the pipe to cover the tapping machine and chain mounting area.
2. Make the tap and install the corporation stop directly through the tap and
polyethylene.
3. After making the direct service connection, inspect the entire
circumferential area for damage and make any necessary repairs.
5. Wrap the corporation stop and a minimum of 3 feet of the copper service
pipe with polyethylene.
PRESSURE CONNECTION:
1, Support the exposed existing water main on concrete pedestals at sufficient
intervals to properly carry its own weight, plus the weight of the tapping
machinery and fitting. Provide thrust blocking.
2. For pipe 12 -inch or smaller, minimum tap hole diameter will be '/2 inch less
than the nominal pipe diameter. For 14 -inch through 20 -inch pipe, Minimum
tap hole diameter for pipe will be 1'/2 inches less than the pipe diameter.
1 Open valve to flush any foreign material after completion of the pressure
tapping.
TUNNELING:
1. Use boring auger with a diameter at least 6 inches larger than the outside
diameter of the bell of the pipe to be installed.
a. Place a 3 -inch sand cushion in the bored hole before installing the
pipe.
b. Push the pipe carefully into place so as not to disturb the bore hole.
Protect open end of water main pipe to prevent soil or sand from
entering pipe.
C. Fill the void space around the pipe with sand.
2. Water main may be tunneled by hydro -boring or other directional boring
method in lieu of method outlined above.
a. Method must be approved by Engineer at pre -construction meeting.
b. No additional compensation will be allowed. If alternate method
proves to be unsuccessful, and Contractor will complete installation
as outlined above at no addition to Contract.
Page 47 of 100
POLYETHYLENE WRAPPING OF DUCTILE IRON PIPE AND APPURTENANCES:
Comply with requirements of ANSI/AWWA C105/A21.5-99.
a. Place polyethylene sheet around the entire circumference of the
pipe, tie or tape sheet securely to prevent displacement during
backfilling.
b. Wrap all water mains, fittings, valves, valve boxes, fire hydrant
leaders, fire hydrants, and corporation stops.
(1) Wrap copper service lines to a point 3 feet from center of
water main.
(2) Do not block fire hydrant weep hole.
LOCATOR WIRE: Provide TRACE -SAFE Water Blocking Tracer Wire with TRACE -
SAFE Connectors as manufactured by NEPTCO, Pawtucket, RI w w,ti`ac6-safe.corn,
or approved equal.
Install locator wire on all water main pipe installed in open cut trenches. Continue
locator wire through casing pipes, over fittings, around and past valves, and up to fire
hydrants. Provide a 5 foot long loop of locator wire inside each valve vault, at each valve
box, and at each fire hydrant.
INSTALLATION OF PIPE BY HORIZONTAL DIRECTIONAL DRILLING
SUMMARY: Install water main pipe and casing pipe by the trenchless horizontal
directional drilling method as shown on the Plans; as specified in this section of the
Special Provisions herein; in accordance with Section 561 of the Standard Specifications;
in accordance with the latest edition of the "Standard Specifications for Water and Sewer
Construction in Illinois"; and as needed for a complete installation.
CONSTRUCTION REQUIREMENTS
Provide labor, materials, tools, equipment and chemicals necessary to perform all
work and testing specified in this Section.
SUBMITTALS: Provide detailed plan of means and methods to maintain clean and
safe conditions in the event drilling material escapes to surface or adjacent storm sewers,
including a list of material and equipment that will be on-site during drilling and pipe
insertion.
GENERAL CONSTRUCTION REQUIREMENTS: Provide all excavation, pits,
installation and removal of tight sheeting, backfilling of pits, and providing and compacting
granular backfill materials where necessary. Use an adequate number of workmen who
are thoroughly trained and experienced in the necessary crafts, and who are completely
familiar with the specified requirements and methods needed for proper performance of
the work of this Section.
DIRECTIONAL DRILLING SYSTEM: Provide hydraulically or pneumatically
operated, fluid -assisted, remote guided drilling system capable of installing pipe indicated
on the Drawings by trenchless methods.
1. Provide compressors, pumps, apparatus, tools, and all devices certified as
suitable by the system manufacturer to install the new pipe without
damaging or stressing the pipe.
2. Provide recovery system that will recover bentonite slurries or other drilling
fluids without releasing the slurry onto the surrounding ground or water
surfaces.
3. Provide certification from pipe manufacturer that the proposed material and
strength classification is appropriate for application.
INSTALLATION AND RECEIVING PITS: Comply with OSHA requirements and
install sheeting and fencing as required to protect the public.
1. Although most horizontal directional drilling is done without the use of pits,
if pits are required, comply with the following criteria.
2. Provide pits as required to install and receive pipes.
a. Provide tight sheeting where required to provide protection to public,
permitting agency and public property, and adjacent utilities.
b. Comply with OSHA requirements for type, installation, and removal
of sheeting.
c. Provide fencing around pits to secure the area and to provide
protection to the public.
3. Provide pits of length and width as necessary to install pipes and sized to
fit area available for Work.
4. Provide dewatering as required to allow excavation of pits and installation
of pipes.
a. Provide protection to environment from erosion or sedimentation
resulting from all pumping operations.
5. Backfilling of pits:
a. Backfill with compacted granular backfill materials where required.
b. Remove all construction debris, materials, excess excavated
material, and sheeting from construction area upon completion of the
Work.
LOCATOR WIRE: Provide TRACE -SAFE Water Blocking Tracer Wire with
TRACE -SAFE Connectors as manufactured by NEPTCO, Pawtucket, RI www.trace-
safe.com, or approved equal.
Install two (2) locator wires on all water main pipe installed by the horizontal
directional drilling method. Continue locator wire through casing pipes and connect both
wires to the single locator wire on water main installed in open cut trenches.
SURFACE CONDITIONS: Examine the areas and conditions under which work
of this Section will be performed. Correct conditions detrimental to timely and proper
completion of the Work. Do not proceed until unsatisfactory conditions are corrected.
1. Protect existing utilities indicated or made known,
Page 49 of 100
2, Protect trees and shrubs by plank wrappers securely wired in place or by
providing a fence around the tree or shrub of sufficient distance away and
of sufficient height so trees and shrubs will not be damaged in any way as
part of this Work.
a. Do not permit any equipment to operate within 5 feet of any trees or
shrubs that are to remain or in a manner as to harm overhanging
branches.
Protection of persons and property:
a. Barricade open depressions and holes occurring as part of this Work,
and post warning lights on property adjacent to or with public access.
b. Operate warning lights during hours from dusk to dawn each day and
as otherwise required.
c. Protect structures, utilities, sidewalks, pavements, and other facilities
from damage caused by settlement, lateral movement, undermining,
washout, and other hazards created by operations under this
Section.
4, Use means necessary to prevent dust from becoming a nuisance to the
public, to neighbors, and to other work being performed on or near the work
areas.
5. Maintain access to the work areas at all times.
6. Provide protection to environment, public and private property, and public
or private utilities from drilling mud that is utilized as lubricant or hole support
during drilling and pipe insertion.
a. Provide vacuum trucks and apparatus of sufficient size and quantity
to reclaim all drilling mud discharged during operations.
b. Provide trucks, end loaders, and any other equipment and
manpower necessary to maintain a clean and safe work site during
operation.
PIPE INSTALLATION: Install pipe by pulling the pipe into place..
1. Provide winch systems designed to protect structures, provide directional
stability, and pull pipe from insertion point to exit point without causing
damage to the pipe.
2. Insert pipe in a continuous operation from pullback point to drilling point.
3. Provide silencers, mufflers, or other devices required to reduce noise from
compressors and other equipment to meet limits as outlined by Owner's
local ordinances.
4. Provide dual (two (2)) locator wires at each boring location for the total
length of pipe, plus additional wire/cable to leave 10 foot loops of wire in the
adjacent valve vault and through any casing pipe.
a. Connect locator wire to locator wire installed with water main in open
cut trenches.
b. Hang loop of wires inside valve vault on a stainless steel eye hook
with expansion anchor.
TESTING: Comply with testing requirements outlined below.
Page 50 of 100
TESTING AND INSPECTING:
Provide the Owner and Engineer with a proposed plan for the testing of the water
mains, including a breakdown of the sections of the water main to be tested,
proposed sequencing and schedule of tests, and locations of "copper tubing whips"
to be used to test and inject chlorine for disinfection.
Hydrostatic tests:
1. Devise a method for disposal of waste water from hydrostatic tests and from
disinfection procedures, as approved in advance by the Engineer.
2. Where any section of water main is provided with concrete thrust blocking, do
not make hydrostatic tests until at least 5 days after installation of concrete
thrust blocking, unless otherwise approved by the Engineer.
Pressure test:
1. Subject the new water mains and service lines, including valves and fire
hydrants, to a hydrostatic pressure of 150 psi.
2. Hold the test pressure for a duration of two hours without pressure loss or
further pressure application.
a. If a pressure drop is recorded, the test is to be continued for a
duration of two hours. Allowable makeup water will be determined
by the Village representative according to the AWWA standard for
allowable leakage per 1,000 feet in gallons per hour (GPH).
If makeup water is less than the following allowable amounts, the test is
complete with a passing result.
Pipe Size 3" 4" 6" 8" 10" 12"
GPH per .28 .37 .55 .74 0.93 1.10
1,000 feet of pipe
If at any time after the test begins, a drop of 5 psi or more is recorded,
the test is complete with a failing result regardless of the allowable
makeup water.
3. If the pressure test fails:
a. Carefully examine exposed pipe, joints, fittings, and valves.
b. Replace or remake joints showing visible leakage.
C. Remove cracked pipe, defective pipe, and cracked or defective
joints, fittings and valves. Replace with sound material and repeat
the test until results are satisfactory.
d. Make repair and replacement without additional cost to the Village.
e. Use only solid stainless full-body repair clamps as approved by the
Engineer.
Time for making test:
1. Except for joint material setting, pipelines jointed with rubber gaskets,
mechanical, or push -on joints, or couplings may be subjected to hydrostatic
Page 51 of 100
pressure, inspected, and tested for leakage anytime after partial completion
of backfill.
2. Perform the pressure test satisfactorily prior to requesting the Engineer to
witness the official tests.
3. Notify the Engineer at least 48 hours prior to the time of the requested
official tests.
4. Depending on traffic conditions, public hazard, or other reasons, the
Engineer may direct when to conduct the tests, and may order the tests to
be rnade in relatively short sections of water rnains.
PRELIMINARY FLUSHING;
Prior to disinfection, flush main as thoroughly as possible.
a. Flush main until water runs clear.
b. Provide a minimum flushing velocity of 2.5 feet per second in the
water main.
C. Where no fire hydrant exists on the end of the main, the plug (or cap)
on the end of the main must be tapped with opening in the end for
flushing purposes. After acceptance, install threaded plug into tap.
i. 8"-12" mains: 2 '/2 -inch tap.
ii. 16" mains: 3 -inch tap.
iii. Larger than 16" use temporary fire hydrants.
d. Contractor has the option to use temporary fire hydrants in lieu of
taps. Temporary fire hydrants must be removed after testing is
complete.
2. Coordinate time of flushing with Owner and Engineer, at least 72 hours in
advance of flushing.
a. Do not initiate flush without Owner's permission.
DISINFECTION:.
After the water main work has been satisfactorily completed and tested, disinfect the work
in accordance with AWWA C651, and "Standard Specifications for Water and Sewer
Construction in Illinois".
Forms of applied chlorine:
1. Apply chlorine by gas feed or solution feed chlorinator, as approved by the
Owner.
a. Provide effective diffusion of the gas or solution into the water within
the water main.
b. Provide means for preventing the backflow of water into the feeder.
2. Chlorine solution.
a. Apply solution of sodium hypochlorite into one end of the section of
main to be disinfected while filling the main with water.
Requirement of chlorine:
1. Initial chlorine solution in pipe: At least 50 mg/l, but not more than 100 mg/I..
2. Retain the disinfecting solutions in the work for at least 24 hours
3. Chlorine residual after the retention period: At least 25 mg/I.
Page 52 of 100
Flushing and testing:
1. Following chlorination, flush treated water thoroughly from the water mains
until the chlorine concentration in the water flowing from the main is no
higher than generally prevailing in the Village's system, or less than 1 mg/I.
2. After flushing, collect two water samples on successive days at least 24
hours apart in sterile bottles treated with sodium thiosulfate. Notify the
Engineer and the Village to witness sample collection.
3. Deliver the samples to a State approved laboratory for bacteriological
analysis.
4. Should the initial disinfection result in an unsatisfactory bacterial test,
repeat the chlorination procedure until satisfactory results are obtained.
5. The Village will provide the water for initial flushing and testing only.
Compensate the Village for water used in subsequent flushing and testing.
Swabbing:
1. Flush and swab the piping, valves, and fittings that must be placed in
service immediately and cannot be disinfected by the above specified
methods, with 5 percent solution of calcium hypochlorite prior to assembly.
a. Secure the Engineer's approval before applying this method of
disinfection.
ABANDONMENT OF EXISTING WATER MAINS AND APPURTENANCES:
1, Abandon water mains indicated on the Plans as "to be abandoned" only
after all requirements for testing and disinfection have been satisfied and all
existing services have been connected to new water mains.
2. Provide concrete plugs in all water main pipes to be abandoned at the limits
of the trench excavations, or at other locations if so indicated by the Plans.
3. Provide ductile iron plugs, caps, or other necessary fittings, and thrust
blocking, on ends of portions of existing water mains to remain in service.
4, Close existing water valves only with the permission of the Engineer.
5. Close valves, and remove valve boxes to the top of the existing valve, and
fill excavation with compacted granular material.
6. Close valves, and remove valve vaults to top of pipe, and backfill with
compacted granular backfill material.
7, Remove fire hydrants in total, including auxiliary box, and backfill excavation
with compacted granular backfill material.
8, Deliver valves, valve boxes, fire hydrants, and frames and grates to the
Village's Public Works Department.
9. Removal of existing water mains being replaced by new water mains in the
same location is considered incidental to the installation of the new water
main and no additional compensation will be allowed.
Page 53 of 100
PAY ITEM DESCRIPTIONS, METHODS OF MEASUREMENT,
AND BASES OF PAYMENT
1. WATER MAIN (OPEN CUT):
Description. This work shall be done in accordance with the Special Provisions for
"WATER DISTRIBUTION SYSTEM" and "TRENCHING, BACKFILLING AND
COMPACTING FOR WATER MAIN AND SEWERS", and shall consist of Class 56 ductile
iron water main pipe complete in place, including excavation; removal and disposal of
waste excavated materials; protection, replacement, or repair of utilities; trench
dewatering, including erosion and sedimentation control methods and devices to provide
protection to environment from all pumping operations; installation of pipe; all fittings
shown on the Drawings; joint restraint on all fittings shown on the Drawings; pipe joint
restraint called for on the Drawings; bracing; bedding and covering of pipe; trench
backfilling with and compaction of excavated materials; testing; disinfection; flushing;
backfilling with excavated material and/or backfilling with granular trench backfill; and
finish grading.
This pay item includes installing water main pipe within tree tunnels and casing pipe.
This pay item includes backfilling trenches with compacted granular trench backfill
materials.
Installing new water mains in excess of 5'-6" of cover to cross existing water mains, to
provide for future improvements, or to cross below sewer pipes or service lines is to be
included in the cost of installation of the water main, and no addition to the contract will
be allowed.
Method of Measurement. This work will be measured for payment in feet along the
centerline of the pipe, and the measurement shall extend through fittings and valves.
Basis of Payment. This work will be paid for at the Contract Unit Price per foot for WATER
MAIN (OPEN CUT) of the pipe sizes, pipe material, and joint type; regardless of depth..
Joint types shall be standard push -on or mechanical joints with no indication of
joint type in the Bid Form
• Joints shall be restrained joint type with an indication of RJT in the Bid Form
6 -inch and smaller diameter restrained joint water main or fire service line pipe shall be
paid for as 6 -inch Class 56 D.I. - RJT.
2. WATER MAIN (HDD):
Description. This work shall consist of furnishing all labor, materials and equipment
necessary to install Class 56 ductile iron water main by the horizontal directional drilling
(HDD) method of pipe installation, of the size specified to the alignment, grade, and
locations shown on the Plans.
Page 54 of 100
Method of Measurement. This work will be measured for payment in feet along the
centerline of the pipe, and the measurement shall extend from the end of the drilling and
pullback pads located adjacent to ductile iron water main pipe installed in open cut trench.
[iasis of Pa rnell . This work will be paid for at the Contract Unit Price per foot for WATER
MAIN (HDD) of the size specified, regardless of depth. Price shall include excavation for
drilling and receiving pits, bedding and initial pipe covering in the drilling and receiving
pits, testing, and disinfection.
All excavation backfill with granular backfill materials above the granular pipe bedding
and cover material shall be included in the cost of the drilling and receiving pits, which
are included in the cost of the WATER MAIN (HDD) Mobilization/Demobilization.
Water main fittings called out on the Drawings are included in the cost of this Pay Item
3. CASING PIPE (HDD):
Description. This work consists of installing PVC or HDPE casing pipe by horizontal
directional drilling methods where shown on the Plans, as specified herein, as needed for
a complete installation, and in accordance with the latest edition of the "Standard
Specifications for Water and Sewer Construction in Illinois", except as revised herein.
This work shall include tight -sheeting where required to protect adjacent utilities,
roadways, properties, or to provide protection to the public; protection, repair or
replacement of utilities; fencing of work site to provide protection to public; excavation;
removal and disposal of waste excavated materials; bracing; dewatering, including
erosion and sedimentation control methods and devices to provide protection to the
environment from all pumping operations; providing and installing casing and carrier pipe;
providing and installing casing spacers, if inside diameter of casing pipe is more than 4"
larger than outside diameter of carrier pipe; end seals; backfilling with and compaction of
granular trench backfill materials; cleanup; and finish grading.
Method of Measurement. This work will be measured for payment in feet along the
centerline of the casing pipe.
Basis of Pa rneC�t. This work will be paid for at the Contract Unit Price per foot for CASING
PIPE (HDD) with an inside diameter adequate for the carrier pipe type and size indicated.
4. ADDITIONAL WATER: MAIN FITTINGS:
Description. This work shall be done in accordance with the Special Provision for the
WATER DISTRIBUTION SYSTEM and shall consist of furnishing and installing additional
restrained joint type ductile iron water main fittings complete in place in the new water
main, at locations to be determined in the field at the time of construction.
Fittings shown and/or called out on the Drawings are to be included in the cost of WATER
MAIN (OPEN CUT), WATER MAIN (HDD), 6" FIRE SERVICE LINE CONNECTION, and
FIRE HYDRANT; are not included in this Pay Item.
Page 55 of 100
B.as.i.s of ayMent. This work will be paid for at the Contract Unit Price per pound for
ADDITIONAL WATER MAIN FITTINGS as required by the Owner or Engineer.
5. CONNECTION TO EXISTING WATER MAIN (PRESSURE):
Description. This work shall be done in accordance with the Special Provision for WATER
DISTRIBUTION SYSTEM and shall consist of pressure connections to existing water
mains complete in place, including saw cutting, and removal and disposal of existing
pavements; excavation; removal and disposal of waste excavated materials; trench
dewatering, including erosion and sedimentation control for discharge resulting from all
pumping operations; protection, replacement, or repair of utilities; bracing; tapping sleeve
and tapping valve; polyethylene wrapping of existing pipe; concrete thrust blocking;
testing; disinfection; flushing; backfilling and compacting excavated material or granular
trench backfill material; and finish grading.
Basis of Pavment. This work will be paid for at the Contract Unit Price per each for
CONNECTION TO EXISTING WATER MAIN (PRESSURE) of the tapping sleeve/pipe
size and tapping valve size indicated.
6. CONNECTION TO EXISTING WATER MAIN (NON -PRESSURE):
Description. This work shall be done in accordance with the Special Provision for WATER
DISTRIBUTION SYSTEM and shall consist of non -pressure connections to existing water
mains complete in place, including saw cutting, and removal and disposal of existing
pavements; excavation; removal and disposal of waste excavated materials; trench
dewatering, including erosion and sedimentation control for discharge resulting from all
pumping operations; protection, replacement, or repair of utilities; removal of existing
plugs or caps; cutting and removal of the pipe if necessary; bracing; polyethylene
wrapping of pipe and valves; bedding and covering of pipe; testing; disinfection; flushing;
finish grading; including backfilling and compacting excavated material or trench backfill
material; but not including the pipe, valve vault/box or fittings.
The maximum time allowable per each connection for water pressure shut off is two (2)
hours. Each connection must be made within two (2) hours.
Basis of Pavment. This work will be paid for at the Contract Unit Price per each for
CONNECTION TO EXISTING WATER MAIN (NON -PRESSURE) of the pipe size
indicated.
7. BUTTERFLY VALVE:
Description. This work shall be done in accordance with the Special Provision for WATER
DISTRIBUTION SYSTEM and shall consist of the installation of a butterfly valve,
complete in place, installed as a part of the water main installation, at locations indicated
on the Plans.
Basis of Pavment. This work will be paid for at the Contract Unit Price per each
BUTTERFLY VALVE of the size indicated.
8. GATE VALVE:
Demos rn pt1. This work shall be done in accordance with the Special Provision for WATER
DISTRIBUTION SYSTEM and shall consist of the installation of a gate valve, complete in
place, installed as a part of the water main installation, at locations shown on the Plans.
Basis of Payment. This work will be paid for at the Contract Unit Price per each for GATE
VALVE of the size indicated.
Fire hydrant auxiliary valves will be paid for according to the Special Provision for FIRE
HYDRANT.
9. INSERTION VALVE:
Descriotion. This work shall be done in accordance with the Special Provisions for
WATER DISTRIBUTION SYSTEM, "GATE VALVE" and "VALVE VAULT", except as
modified in this section. The work shall consist of the installation of an insertion valve
complete in place, installed as a part of the water main installation where shown on the
Plans.
Installation:
Pi pint and Valve Su ootis
A, General:
1. Design and provide complete system of supports and anchors for all
piping, fittings, valves, fixtures, and appurtenances.
2. Absence of pipe supports and details on the Drawings shall not
relieve the Contractor of responsibility for providing them.
3. Design pipe support system to withstand dead loads imposed by
weight of pipes filled with water plus test pressure, with a minimum
safety factor of 5.
, Types of support:
1. Floor pipe supports: Adjustable with floor flanges, pipe stanchion,
and saddle where they do not obstruct passage.
2. Provide a minimum of one insertoin valve pipe support.
Valve Installation:
A. Install valves in accordance with manufacturer's recommendations,
Field Measurements:
A. Make necessary measurements in the field to assure precise fit of items.
Page 57 of 100
Testino and Inspecting:
A. General:
a. All internal parts of the insertion valve shall be swabbed with
a 5% chlorine solution prior to assembly and contact with
potable water.
Basis of Payment. This work will be paid for at the Contract Unit Price per each
INSERTION VALVE of the size indicated.
10. VALVE VAULT:
Description. This work shall be done in accordance with Section 602 of the Standard
Specifications, the Special Provision for WATER DISTRIBUTION SYSTEM, and the
details shown on the Plans.
602.07 Precast Reinforced Concrete Sections. Add the following to the end of this article:
"Valve vault work shall include additional vault structure riser sections to establish frame
adjusting ring heights of 8 inches or less.
602 G _asa oaf Pa�tit. Add the following to the end of this article:
"Valve vault extensions will not be paid for separately, but will be included in the cost of
the VALVE VAULT."
11. VALVE BOX:
Description,_ This work shall be done in accordance with the Special Provision for WATER
DISTRIBUTION SYSTEM and shall consist of installing a valve box complete in place, as
shown in the detail on the Plans. This work shall include excavation; removal and
disposal of waste excavated materials; protection, repair, or replacement of utilities;
trench dewatering; erosion and sedimentation control methods and devices to protect the
environment; extension stem; backfilling with and compacting granular trench backfill
material around the new box; and finish grading.
Basis of Pawrnenlr. This work will be paid for at the Contract Unit Price per each for VALVE
BOX.
12. FIRE HYDRANT:
C es fi_ t: n: The work of this pay item shall be in accordance with the Special Provision
for WATER DISTRIBUTION SYSTEM and shall consist of furnishing and installing a new
fire hydrant with 6 -inch ductile iron leader pipe; new auxiliary valve; valve box and cover,
extension stem; restrained joint fittings; and concrete thrust blocks, complete in place at
the locations shown on the Plans, including saw cutting, removal and disposal of existing
pavements; excavation; removal and disposal of waste excavated materials; trench
dewatering; and backfilling with and compacting of granular trench backfill material
around the fire hydrant and auxiliary valve and valve box.
Page 58 of 100
Basis of P anent. This work will be paid for at the Contract Unit Price per each for FIRE
HYDRANT.
Additional fire hydrant leader pipe will be paid for at the Contract Unit Price per foot of
WATER MAIN (OPEN CUT), 6 -inch Class 56 D.I.- RJT.
13. FIRE HYDRANT BARREL EXTENSION:
Ne�on: The work of this pay item shall be in accordance with the Special Provision
for WATER DISTRIBUTION SYSTEM and shall consist of furnishing and installing fire
hydrant barrel and auxiliary valve box extensions on new fire hydrants and auxiliary valve
boxes.
Method of Measurement, This work will be measured for payment in vertical feet of the
barrel and valve box extension, measured to the nearest 0.5 foot.
Basis of Pavment. This work will be paid for at the Contract Unit Price per vertical foot
for FIRE HYDRANT BARREL EXTENSION,
14. 6" FIRE SERVICE LINE CONNECTION:
Description: This work shall be done in accordance with the Special Provision for WATER
DISTRIBUTION SYSTEM and shall consist of connecting a fire service line or a master
water service line to the new water main and to an existing service line complete in place,
including main line tee, 6 -inch Class 56 ductile iron service pipe, fittings, restrained pipe
and fitting joints; and backfilling with and compacting of granular trench backfill material.
The 6 -inch gate valve and valve box will be paid for separately with the Pay Item for GATE
VALVE and VALVE BOX.
If existing fire service or master water service lines are less than 6" diameter, the work
will be paid for at the Contract Unit Prices for this Pay Item and for a 6" gate valve and
valve box.
Basis of Pavment. This work will be paid for at the Contract Unit Price per each 6" FIRE
SERVICE LINE CONNECTION.
15. 1%" WATER SERVICE CONNECTION:
Description: This work shall be done in accordance with the Special Provision for WATER
DISTRIBUTION SYSTEM and shall consist of connecting water service lines to the new
water main and existing service lines complete in place, including service saddles,
corporation stops; curb stops, and service boxes. This work also includes all required
fittings or adaptors necessary to connect to existing service lines, and backfilling with and
compacting of granular trench backfill material.
Basis of Pa Uient. This work will be paid for at the Contract Unit Price per each
1'/2" WATER SERVICE CONNECTION.
Page 59 of 100
16. 11/2" WATER SERVICE PIPE:
Description. This work shall be done in accordance with the Special Provision for WATER
DISTRIBUTION SYSTEM and shall consist of water service pipe complete in place by
open cut methods; including excavation, shoring, bracing, protection repair, or
replacement of utilities; installation of service pipe; bedding and covering of pipe; and
backfilling with and compacting of granular trench backfill material.
Method of Measurement. This work will be measured for payment in feet along the
centerline of the pipe, from the centerline of the water main to the termination of the
service pipe at the curb stop.
Basis of Pavment. This work will be paid for at the Contract Unit Price per foot of
1'/2" WATER SERVICE PIPE.
17. LINE STOP:
Description. This work shall be done in accordance with the Special Provision for WATER
DISTRIBUTION SYSTEM and shall consist of the installation of water main line stops or
temporary insertion valves, complete in place, installed for water main construction, at
locations indicated on the Plans.
This work consists of locating existing water mains or service pipes; sawcutting, and
removal and disposal of existing pavements; installing line stops or temporary insertion
valves on existing water mains to allow the installation of new/replacement water mains
at side streets, including excavation; removal and disposal of waste excavated materials;
protection, repair, or replacement of utilities; dewatering; erosion and sedimentation
control devices; swabbing or other required disinfection; concrete thrust blocks or other
means of pipe restraint as required; coordination with Village Water Department on times
of temporary stoppage or plugging of water main; and backfilling with and compacting of
granular trench backfill material. The work of this Pay Item includes removal of the line
stop plug and capping of the tapping sleeve/tee after the existing water main has been
connected to the new water main.
Basisw of Payr�int. This work will be paid for at the Contract Unit Price per each LINE
STOP of the size indicated.
18. SEWER PIPE REMOVAL AND REPLACEMENT:
Description. This work consists of providing sanitary sewer and storm sewer replacement
pipe as shown on the Plans, specified herein, and needed for a complete and proper
installation, and in accordance with the latest revision of the "Standard Specifications for
Water and Sewer Construction in Illinois", except as revised herein.
DELIVERY. STORAGE AND HANDLING; Protect flexible thermoplastic pipes for direct
sunlight.
PIPE AND FITTINGS:
PVC plastic sanitary sewer pipe:
1. Comply with ASTM D2241 for polyvinyl chloride (PVC) sanitary sewer pipe
of minimum wall thickness SDR 26.
2. Joints: Use elastomeric gasket type complying with ASTM F477 and
ASTM D3212.
3. Gaskets for pipe joints: Minimum cross-sectional area of 0.20 square inches
complying with ASTM F477.
Ductile Iron storm sewer pipe:
1. Comply with ANSI A21.51, Thickness Class 50, with joints complying with
ANSI A21.11 unless otherwise designated on the Drawings.
2. Provide cement lining complying with ANSI A21.4, standard thickness.
3. Polyethylene sheet: Comply with ANSI/AWWA A 21.5-99/C105:
a. Thickness: Not less than 8 mils.
b. Markings: The following information will be clearly marked on the sheet at
minimum increments of 2 feet along its length:
(1) Manufacturers name or trademark.
(2) Year of Manufacture.
(3) Minimum film thickness and material type (LLDPE or HDCLPE).
(4) Applicable range of nominal pipe diameter size(s).
(5) Warning — Corrosion Protection — Repair Any Damage.
Couplings
1. Provide flexible rubber couplings with non -shear type with adjustable
stainless steel bands complying with ASTM C425 for connecting new pipe
to existing sewer pipe and for repairing sewer pipe.
2, Acceptable products: Band -Seal Couplings by Mission Clay Products
Corp.; Fernco; or approved equal.
PIPE INSTALLATION..
Install sewer pipe in strict accordance with the latest revision of "Standard
Specifications for Water and Sewer Construction in Illinois" and with this
Special Provision and the Special Provision for "TRENCHING, BACKFILLING,
AND COMPACTING FOR WATER MAIN AND SEWERS".
2. Install pipe in accordance with pipe manufacturer's recommendations.
3. Install pipe by proceeding upgrade with the spigot ends of bell -and -spigot pipe
pointing in direction of flow.
4. Install each pipe accurately to match existing locations, slope, and elevations.
5. Continually clear interior of the pipe free from foreign material.
6. Before making pipe joints, clean and dry all surfaces of the pipe to be joined.
7. Use lubricants recommended for the purpose by the pipe manufacturer.
Page 61 of 100
8. Comply with ASTM D2321 for bedding and covering of flexible thermoplastic
sewer pipe installation.
9. Trenches shall be backfilled with granular trench backfill, with the cost of
providing, installing, and compacting the backfill included in the cost of this
work.
Method of Measurement. This work will be measured for payment in feet along the
centerline of the pipe, and the measurement shall extend from centerline of manhole to
end of replacement pipe or between ends of replacement pipe.
Basis of Pa meat. This work will be paid for at the contract unit price per lineal foot for
SEWER PIPE REMOVAL AND REPLACEMENT of the pipe sizes and pipe material,
regardless of depth.
6 -inch diameter and smaller pipe will be paid for as 8 -inch pipe of the same pipe material,
and vertical riser pipe and bends will be paid for as an equal length of 8 -inch pipe of the
same pipe material.
Connections to structures or pipe will be paid for at the Contract Unit Price per each as a
part of SEWER PIPE REMOVAL AND REPLACEMENT, regardless of pipe size,
materials, or connection to structure or pipe.
19. REPLACEMENT OF DRAIN TILES:
scr ttio . The work of this Pay Item consists of replacing drain tiles removed or
damaged during pipe installation work with new pipe of the same size and type, complete
in place, including watertight couplings at each end of the pipe replacement section;
additional compacted granular trench backfill to bed and cover the drain tile to a point 12
inches above the tile; and disposal of old drain tile materials off site.
This Pay Item covers pipe size ranges listed in the Bid Form because the actual size and
location of such tiles is unknown.
Method of Measurement. The work will be measured along the centerline of the drain tile
replaced, for the length of the replacement.
Basis of Pavment. The work will be paid for at the Contract Unit Price per lineal foot as
REPLACEMENT OF DRAIN TILES, of the size range indicated.
20. REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL:
Description. The work of this Pay Item consists of the removal of organic, soft, spongy or
otherwise unsuitable soils found at the bottom of open trench pipe installations or at the
bottom of tunnel shafts and the replacement with gradation No. CA 1 stone complete,
including removal and disposal of unsuitable materials; protection, replacement, or repair
of utilities; and dewatering, including erosion and sedimentation control methods and
devices to provide protection to environment from all pumping operations.
Payment will be allowed for only the material below an elevation one foot below the
bottom of the pipe barrel, and when removal and replacement is approved by the
Engineer.
,Method of Measurement. The work will be measured in the field and computed in cubic
yards.
Basis of PaygiLie Vit. The work will be paid for at the Contract Unit Price per cubic yard for
REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL at the locations
identified in the field at the time of construction.
21. UTILITY LOCATE:
Description. The work of this Pay Item consists of locating existing utility facilities not
shown on the Drawings by nondestructive vacuum or hydro excavation methods, or by
hand excavation, within the trench limits, prior to construction.
Purpose of the work is to determine the horizontal and vertical location of utilities with
previously unknown locations and where precise locations are needed to determine the
horizontal location and/or elevation for the proposed water main.
Work shall be performed where determined by the Owner or Engineer or at locations
marked by JULIE or Owner.
Each hole or excavation shall be backfilled with compacted granular trench backfill
material immediately after utility locations and elevations are determined and
documented.
This Pay Item includes providing documentation indicating the horizontal and vertical
alignment of the utility tied to vertical and horizontal control of the Drawings.
Documentation shall be provided to the Owner or Engineer within 2 working days of
completion of the work.
This Pay Item includes a minimum 72 hour advance notice to the Owner or Engineer of
the utility locating work to allow Owner or Engineer to observe and verify the work.
Basis of Pavment. The work will be paid for at the Contract Unit Price per each UTILITY
LOCATE,
22. PAVEMENT RESTORATION: ):
Description. This work consists of replacement of streets, driveways, curbs and gutters,
and sidewalks removed or damaged during pipeline construction. The work includes
providing base courses and surface courses as specified herein, and as needed for a
complete replacement of streets, driveways, curbs and gutters, and sidewalks. Work
shall be done in accordance with IDOT "Standard Specifications for Road and Bridge
Construction", hereby referred to as IDOT "Standard Specifications".
Page 63 of 100
PRODUCTS
BASE COURSE
Aggregate: Provide well graded, 100 percent crushed gravel or crushed stone aggregate
free of clay, loam, dirt, calcareous or other foreign matter conforming to the IDOT
"Standard Specifications", gradation No. CA 6.
Hot -mix asphalt: Comply with applicable articles of Section 355 of the IDOT "Standard
Specifications" and the most recent edition of IDOT District 1 Special Provisions, "HMA
Mixture Design Requirements", "Ground Tire Rubber (GTR) Modified Asphalt Binder",
"Friction Aggregate", the BIDE Special Provisions for "Hot -Mix Asphalt Density Testing of
Longitudinal Joints".
Hot -Mix Asphalt Binder Course, IL 19.0, N50.
4% air voids @ 50 gyrations.
Portland Cement Concrete: Comply with applicable articles of Section 353 of the IDOT
"Standard Specifications" for materials and material preparation.
SURFACE AND BINDER COURSES
Hot -mix asphalt: Comply with applicable articles of Section 406 of the IDOT "Standard
Specifications" and the most recent IDOT District 1 Special Provisions, "HMA Mixture
Design Requirements", "Ground Tire Rubber (GTR) Modified Asphalt Binder", "Friction
Agreement" and the BIDE Special Provision for "Hot -Mix Asphalt Density Testing for
Longitudinal Joints".
Hot -mix asphalt surface course: Use Hot -mix asphalt Surface Course, Mix "D", N50
(0-10,000 ADT).
Mix type: IL 9.5 mm.
4% air voids @ 50 gyrations.
Hot -mix asphalt binder course: Use Hot -mix asphalt Binder Course, IL -19, N50 (0-
10,000 ADT).
Mixture type: IL 19.0.
4% air voids @ 50 gyrations.
Hot -mix asphalt driveway:
Use Hot -mix asphalt Surface Course, Mix "D", N50.
Mixture type: IL 9.5 mm.
4% air voids @ 50 gyrations.
Portland Cement concrete driveway pavement: Comply with Section 423 of IDOT
"Standard Specifications" for materials and material preparation.
Portland Cement concrete curb and gutter: Comply with applicable requirements of
Section 606 of the IDOT "Standard Specifications".
Portland Cement concrete sidewalk: Comply with applicable requirements of Section 424
of the IDOT "Standard Specifications".
DETECTABLE WARNINGS:
Comply with Section 424.09 of IDOT "Standard Specifications" for materials, installation
and certification requirements.
Materials;
The detectable warnings shall consist of the following manufactures product:
ARMOR -TILE CAST IN PLACE DETECTABLE/TACTILE WARNING SURFACES. The
detectable warnings shall installed per the manufactures recommendations and consist
of 1'x1' Brick Red panels.
PROTECTIVE COAT
Use combination of 50 percent boiled linseed oil and 50 percent petroleum spirits by
volume, and comply with Section 1023 of the IDOT "Standard Specifications".
PAVEMENT MARKINGS
General: Comply with IDOT "Standard Specifications" applicable articles of Sections 780,
781, and 783, for all preparation and materials to remove and replace all obstructed
pavement markings.
Materials - Permanent:
Thermoplastic: Article 1095.01,
Paint:
Materials - Temporary: Tape: Comply with IDOT "Standard Specifications" for Road and
Bridge Construction, Article 1095.06 for materials.
Do not use paint for temporary pavement markings.
EXECUTION
GENERAL CONSTRUCTION REQUIREMENTS
Comply with the applicable articles of the following Sections of the IDOT "Standard
Specifications" except as modified herein:
Base courses:
Aggregate Type A or Type B: Section 351.
Hot -mix asphalt: Section 355.
Portland Cement Concrete: Section 353.
Page 65 of 100
Surface courses:
Hot -mix asphalt: Section 406.
Portland Cement concrete: Section 420.
Prime coats: Section 406.
Portland Cement Concrete driveways: Section 423.
Portland Cement Concrete curb and gutter: Section 606,
Portland Cement Concrete sidewalk: Section 424.
Detectable Warnings: Section 424.
Maintain the temporary pavement material installed during trench backfilling as temporary
driving surface.
Provide and maintain temporary drainage devices.
Shape the road bed to provide positive drainage.
REMOVAL OF EXISTING PAVEMENT SURFACES
Remove and dispose of all existing pavement surface materials as necessary to complete
the Work.
Remove all existing street and driveway pavements, including surfaces, bases and
stabilized subbases, curbs and gutters, and sidewalks to a width of not less than one foot
on undisturbed ground on the street side of the trench excavation, and up to the face of
the gutter on the curb and gutter side of the trench.
Saw cut to a full depth to provide a straight line joint between the existing pavement, curb
and gutter or sidewalk which will remain and the portion to be removed and replaced.
Remake the saw cut joint as required at the time of resurfacing.
Do not use any broken pavement, curb and gutter or sidewalk materials for backfilling the
trench.
REPLACEMENT OF PAVEMENT SURFACES
Reconstruct all street and driveway pavement including surfaces, bases, and stabilized
sub -bases, curbs and gutters, and sidewalks which are removed or damaged as a result
of the construction.
Set all manholes, valve vaults, inlets, service boxes, and other structures and
appurtenances to the established finish grade before pavement replacement.
Construct in accordance with the details as shown on the Drawings.
Replace all surface courses, and base courses to match the grade, cross-section, and
thickness of existing, except:
Comply with the minimum thickness as specified herein.
Base courses:
Use existing temporary aggregate pavement material installed during trench
backfilling as aggregate base.
Remove portion of the existing temporary aggregate pavement material necessary
to install base, binder and surface courses.
Scarify, grade, and shape the aggregate base courses.
Place and compact additional material as directed by the Engineer.
Reuse the removed temporary pavement material for any of the following:
Trench backfill or bedding.
Page 66 of 100
Temporary pavement at another location.
Fill material for subgrade removal and replacement.
Subbase granular material or aggregate base course if the Engineer
determines that there is not significant segregation or contamination of the
material and if it is constructed as specified in these Specifications.
Replace existing hot -mix asphalt base course with a minimum of 6 inches of
hot -mix asphalt base course.
Replace existing PCC base course with a minimum of 8 inches of Portland Cement
Concrete base course, and provide doweling and reinforcing steel per the Detail in
the Drawings.
Bituminous prime coat:
Apply prime coat to all aggregate base courses prior to installation of asphalt
binder courses at a minimum rate of 0.40 gallons per square yard.
Apply prime coat to saw -cut edges of existing pavement or driveway that
abuts trench limits, by hand swabbing, if necessary.
Apply prime coat to all existing concrete or asphalt surfaces prior to installation of
new hot -mix asphalt leveling binder, binder, or surface courses at a rate of 0.05 to
0.10 gallons per square yard.
Prime may be eliminated between new binder and surface courses only
when surface course is applied immediately after binder course, when
binder has cooled to the appropriate temperature.
Apply prime coat to new binder course if traffic has been allowed on binder
course prior to installation of surface course at a rate of 0.10 gallons per
square yard.
Do not apply when ambient temperature is less than as specified by IDOT Section
406, or when local conditions indicate that rain is imminent.
Portland Cement Concrete base course and Hot -mix asphalt binder and surface courses:
install Portland Cement Concrete base course with a minimum thickness of
8 inches; a hot -mix asphalt binder course with a minimum thickness of 21/2 inches;
and a hot -mix asphalt surface course with a minimum thickness of 13/} inches to
attain a minimum total hot -mix asphalt thickness of 4'/4 inches.
Install Portland Cement Concrete base course with doweling and
reinforcing steel per the Detail in the Drawings.
Install binder and surface course with greater thicknesses if so indicated on
the Drawings, or determined in the field at the time of construction.
Install thicker binder courses in lifts approved by Engineer and provide steel
plate over trenches if necessary to allow cooling.
Repair settled trenches, spalled asphalt, and other defective binder before
placement of hot -mix asphalt surface course.
Re-sawcut edges of trench limits, if necessary, to provide a clean, straight edge
prior to installation of hot -mix asphalt surface course.
Sawcut edges shall be parallel and perpendicular to the curb and shall be
approved by the Village and/or Engineer prior to paving to avoid numerous
irregular and isolated patches.
Hot -mix asphalt binder courses and surface courses:
Install hot -mix asphalt binder with a minimum thickness of 2'/2 inches and hot mix
asphalt surface courses with a minimum thickness of 13/4 inches to attain a
minimum total thickness of 41/4 inches.
Install binder and surface course with greater thicknesses if so indicated on
the Drawings.
Install thicker binder courses in lifts approved by Engineer and provide steel
plate over trenches if necessary to allow cooling.
Repair settled trenches, spalled asphalt, and other defective binder before
placement of hot -mix asphalt surface course.
Re-sawcut edges of trench limits, if necessary, to provide a clean, straight edge
prior to installation of hot -mix asphalt surface course.
Sawcut edges shall be parallel and perpendicular to the curb and shall be
approved by the Village and/or Engineer prior to paving to avoid numerous
irregular and isolated patches.
Hot -mix asphalt driveway pavement:
Replace asphalt driveway pavement with minimum of 4'/4 inches of hot -mix asphalt
surface course in two compacted lifts of 21/2 inches and 13/4 inches.
Portland Cement Concrete driveway pavement:
Replace concrete driveway pavement with a minimum of 8 inches of Portland
Cement concrete.
Provide steel reinforcing bars equal in size and spacing to reinforcement of
original pavement.
Provide 6 x 6-W4.0 x W4.0 welded wire fabric if steel reinforcing does not
exist.
Provide #4 grade 60 steel dowels around total perimeter of sawcut and
adjacent curb and gutter where PCC street pavement is replaced.
Provide 24 -inch long dowels.
Drill existing concrete to a depth of 12 inches and set dowels with epoxy.
Space dowels at 24 inches center to center.
Curb and Gutter:
Replace curb and gutter with curb and gutter of the same size and cross-section.
Provide protective coat if so directed by the Owner.
Provide two %-inch steel reinforcing bars in full length of new curb and gutter and
two 12 -inch long slip dowels extended 6 inches into existing curb and gutter.
Sidewalks:
Construct to match existing walks.
Portland Cement Concrete sidewalks:
Erect temporary forms for placement of concrete as specified in Article 424.05 of
the IDOT "Standard Specifications".
Construct in accordance with applicable articles of Section 424 of the IDOT
"Standard Specifications".
Provide a minimum thickness of 5 inches, except provide a sidewalk thickness of
8 inches where the sidewalk crosses a driveway.
Construct sidewalks using lumber forms with a nominal thickness of 2 inches and
a minimum depth of 6 inches.
Provide ramps accessible to the disabled in locations as shown on the Drawings
and in accordance with current ]DOT Highway Standard Details.
Refer to IDOT Standard Details 424001, 424006, 424011, 424016, 424021, and
424026, latest revision.
Provide detectable warnings at ramps as specified in Section 424.09 of (DOT's
"Standard Specifications".
STRUCTURE ADJUSTMENT
Comply with applicable articles of Section 603 of IDOT "Standard Specifications" for
materials and installation except as modified below:
Do not use steel, ductile iron, or cast iron adjusting rings.
Do not use common brick.
Provide watertight joints between concrete adjusting rings, frame, and structure when
adjusting sanitary or storm sewer manhole, catch basin, or inlet frames and when
adjusting water main valve vault frames.
PAVEMENT MARKINGS
General:
Replace all existing pavement markings that are removed or damaged during pipe
installation operations.
Mark locations (by dimensions) on Job Plan of all existing pavement lane
markings, turn arrow, stop bars, and parking stall markings prior to excavation.
Replace all existing markings after placement of final surfaces.
Replace pavement markings with same kind and type unless otherwise noted on
the Drawings or in Contract Documents.
Removal:
Remove pavement markings or reflectors per applicable articles of ]DOT
"Standard Specifications" Section 783.
Temporary - tape:
Use temporary marking tape to delineate temporary lanes of traffic, stop bars, or
parking stall lanes on temporary asphalt pavement, asphalt base courses, and
surface courses if indicated on the Drawings or if so directed by the Engineer.
Remove temporary marking tape prior to installation of permanent markings.
Page 69 of 100
PAYMENT
Description. The work of this Pay Item consists of complete restoration of streets,
driveways, sidewalks, and curb and gutters removed as part of the trenching work,
including removal and disposal of existing pavement materials, sawcutting, and subgrade
preparation. The following provides for the work required, measurement, and payment
of the work.
Street restoration will consist of 2/2 -inch of hot -mix asphalt binder course and a 13/4 -inch
hot -mix asphalt surface course installed within the trench limits plus one foot outside the
trench on undisturbed soil, with a maximum allowable width of 9 feet, to match the existing
surface.
Hot -mix asphalt driveway replacement will consist of 6 inches hot -mix asphalt trench
patch consisting of 2 inches of binder course and 2 inches of surface course.
Portland Cement Concrete driveway replacement will consist of 8 -inch thick concrete with
reinforcing mesh as indicated in the Specifications.
Portland Cement Concrete curb and gutter will match the existing curb and gutter cross
section, including reinforcing and doweling as specified above.
Portland Cement Concrete sidewalk will be constructed as specified above.
Paver removal and replacement will include removal of existing paver materials;
stockpiling the paver materials in an area away from construction and protected from
vandalism, theft, or damage; re -installation of the paver materials with base course, finish
grading, sand fill, and compaction in accordance with IDOT Local Roads and Streets
Recurring Special Provision LRS 14.
Detectable Warnings will be constructed as specified above.
Pavement Markings will be installed as specified above.
Sawcutting to provide clean, straight edges is mandatory, regardless of the number of
times required, and is incidental to installation of the pavement.
Method of Measureme
Bituminous materials Prime Coat and Aggregate Prime Coat will not be measured and
will be considered incidental to the construction of hot -mix asphalt pavements.
Hot -mix asphalt binder and surface courses will be combined into one Pay Item and
measured by determining the length along the centerline of the pipe and the actual width
of the trench, with a maximum allowable trench patch width of 9 feet for streets and
driveways. Areas beyond the noted maximum width shall be repaired at the Contractor's
expense. The area will be computed in square yards.
Page 70 of 100
Hot -mix asphalt and concrete driveways will be measured in the field and the areas
computed in square yards. The length of the patch will be measured along the centerline
of the pipe from edge of pavement to edge of pavement. The width will be the actual width
of the replacement, but with a maximum allowable width of 9 feet for payment
calculations, unless an specified area of driveway replacement is shown on the Drawings.
Concrete curb and gutter will be measured in lineal feet along the flow line of the gutter
from full -depth saw cut to full -depth saw cut, with a maximum pay quantity of 10 lineal
feet per crossing, unless otherwise noted on the Drawings.
Concrete and paver sidewalks will be measured in the field and the areas calculated in
square feet. A maximum width of ten lineal feet per crossing will be utilized for
calculations, unless otherwise noted on the Drawings.
Paver sidewalks removed and replaced for installation of new curb and gutter will
be measured for the length of new curb and gutter and a maximum width of 4 feet
from the curb and gutter.
Detectable Warnings will be measured in place and the area computed in square feet.
Pavement Markings will be measured in lineal feet along the length of the line markings
for the width of markings indicated.
Basis of Pavment.
The work will be paid for at the Contract Unit Price per square yard for hot -mix asphalt
street pavement; per square yard for hot -mix asphalt and concrete driveway; per lineal
foot for concrete curb and gutter; per square foot for concrete sidewalk and paver removal
and replacement; per square foot for detectable warnings; and per lineal foot for
pavement line markings of the width indicated as PAVEMENT RESTORATION.
23. RESTORATION OF LAWNS AND PARKWAYS -
Description. The work of this pay item includes providing topsoil, sod, and care of grass
during establishment period for a complete surface restoration of lawns, parkways, and
other similar areas disturbed as a result of the construction
Materials:
Topsoil - Provide a mixture of black dirt having at least 90 percent passing a No. 10 sieve,
free of large roots, brush, sticks, weeds, and stones larger than '/4 -inch in diameter, and
any other debris.
Agricultural Limestone - Provide agricultural -grade ground limestone, ground sufficiently
fine so that at least 80 percent will pass through a No. 8 sieve, containing not less than
80 percent calcium carbonate equivalent. Moisture content at time of delivery not
exceeding 8 percent.
Fertilizer - Provide commercial grade fertilizer, having nutrient content of 16 percent
nitrogen, 6 percent phosphorus, and 24 percent soluble potash.
Page 71 of 100
Sod All sod shall be fresh cut (less than 24 hours) and shall come from a reliable sod
farm. Only Kentucky Bluegrass sod with a mineral base shall be used. Sod with a peat
base will not be allowed. Sod shall be in a live and healthy condition and shall be knitted
into the topsoil.
Sod shall be placed only when the air temperature is less than 900 F. All sod delivered
to the job site shall be kept moist and protected from exposure to sun, wind and freezing
conditions until it is placed on the topsoil. All topsoil used shall be screened and
pulverized. Only quality topsoil, free from weeds and debris shall be used. Topsoil is to
be compacted in lifts, with a tamper, after installation but before sodding, to prevent
settling.
The Contractor shall re -grade the area as needed and trim the adjacent lawn area to
produce a smooth transition between the restored area and the undamaged surrounding
area.
Sod shall be placed on the prepared surface with the edges in close contact and alternate
courses staggered. All newly sodded areas are to be laid and rolled in a professional and
workmanlike manner.
For all types of sod restoration, it is the responsibility of the Contractor to perform one
watering immediately after sod is laid, thoroughly soaking the soil to a minimum 6" - 8"
depth. After the initial watering, the Contractor is responsible for ten (10) additional
waterin s beginning the day after the sod is laid. The cost of labor and equipment to
perform all waterings shall be included in the price for RESTORATION OF LAWNS AND
PARKWAYS. Water may be obtained at no cost to the Contractor at the Public Works
building at 1700 W. Central Rd., Monday through Friday between 7:00 a.m. and 3:15 p.m.
only.
Contractor shall provide all necessary watering equipment.
No holes may be left open and unattended without the specific permission of the Director
of Public Works. If permission is granted, the hole must be properly barricaded.
Before leaving the work site, the Contractor is to make sure all pieces of cut off sod are
picked up and that all sidewalks, driveways, and streets are swept clean of any debris.
Method of Measurement..
Restoration of lawns and parkways with sod will be measured by determining the length
along the centerline of the pipe and the actual width of the trench, with a maximum
allowable trench width of 15 feet for parkways and other grassed areas. Areas beyond
the noted maximum width shall be restored at the Contractor's expense. The area will be
computed in square yards.
Basis of Pavment.
The work will be paid for at the Contract Unit Price per square yard for RESTORATION
OF LAWNS AND PARKWAYS.
2, EROSION AND SEDIMENTATION CONTROL:
Description. This work shall include providing, installing, and maintaining inlet protection
filters in existing storm sewer inlets and catch basins. Provide a drainage structure inlet
filter assembly consisting of a steel frame, replaceable geotextile fabric bag, reinforced
filter basket, stainless steel band suspended from the frame, and an overflow feature.
Provide a frame of rigid galvanized steel meeting the requirements of ASTM A36.
Provide a filter bag constructed of a non -woven geotextile fabric with the following
properties:
Minimum weight: 4 ounces per square yard.
Minimum flow rate: 145 gallons per minute per square foot.
Minimum silt and debris capacity: 2 cubic feet.
Provide reinforced filter basket of polyester or stainless steel mesh.
Acceptable products:
FlexStorm Inlet Filter by Inlet & Pipe Protection, Inc.
Catch -All by Marathon Materials, Inc.
Or equal.
Basis of Pavment. The work will be paid for at the Contract Unit Price per each Inlet
Protection Filter as EROSION AND SEDIMENATION CONTROL,
25. BUNA-NITRILE GASKET:
Description. The work of Pay Item consists of substituting fluorocarbon or buna-nitrile
material gaskets for common gaskets used in water main pipe joints, as required at the
time of construction.
Basis of Payment: The work shall be paid for at the Contract Unit Price for each BUNA-
NITRILE GASKET substituted for a common gasket, of the pipe sizes indicated.
26. TREE PROTECTION FENCE:
Dd cr"i -ion. This work shall include all labor, materials, transportation, handling and
incidental work necessary to furnish, install, maintain, and remove all tree protection
fencing as indicated in the Drawings and as approved by the Engineer, and as also
described in Paragraph 3) r. of the General Conditions.
Basis of Pavment: All tree protection fence will be paid for at the Contract Unit Price per
each TREE PROTECTION FENCE installed at each individual tree, regardless of trunk
size or tree drip -line dimensions.
27. LOCATING SEWER SERVICE LATERALS:
Description. This work shall consist of closed-circuit televising of all sanitary sewers along
Page 73 of 100
and paralleling the proposed water main to be installed by the horizontal directional drilling
(HDD) method. The work shall include digital recording of the work on USB flash drives
or digital video discs (collectively DVDs) and delivery of one copy of all DVDs to both the
Village of Mount Prospect and the Engineer.
Equipment: Provide a closed circuit television (CCTV) and audio -video recording system
for internal inspection of mainline sewer capable of producing picture quality to the
satisfaction of the Engineer. The equipment, and procedures, for this work shall include
a Lateral Launch System, or approved equal, to locate and mark sanitary sewer services
horizontally (Lateral Launch and sonde) on the ground surface, from the sewer main pipe
to the right-of-way / property line, prior to construction. Only those services to be crossed
with the proposed water main need to be located on the ground surface above each
service pipe.
Prior to construction of the water mains, the Contractor shall use the horizontal sanitary
sewer service locations to vertically locate (pothole) each service line for HDD water main
installation.
A. Television camera:
Use a digital color television camera designed and constructed for sewer
inspection with the following capabilities:
a. High resolution color -chip camera and monitor capable of producing
a minimum of 650 lines of resolution.
b. Adequate and adjustable directional lighting to allow a clear picture
of the entire periphery of the pipe.
C. Provide auxiliary lighting for sewers larger than 12 -inch diameter.
d. Operable in 100 percent humidity conditions.
e. Use a camera that has a 3600 radial by 2700 pan -and -tilt viewing
field.
f. Remote or manually propelled.
g. Electric footage counters accurate to less than 1 percent error over
the length of the particular sewer being inspected.
B. Audio -Video recording system:
General:
Provide a total audio -video recording system and procedures as
required to produce a high quality digital video and audio production
of bright, sharp, clear pictures with accurate colors, free from
distortion. The audio portion shall have proper volume and clarity
and shall be free from distortion.
2, Video Record Equipment:
a. Record inspection electronically and create DVDs directly from
digital content without an intermediate analog conversion.
b. Provide the documentation of the inspection in digital format (.mpg,
.avi, or other approved format) and submitted on one or more DVDs.
Page 74 of 100
Procedures:
Professionally label all DVDs showing the Owner's name, the sewer
lines recorded on the tape, the date and Contractor's name.
Inspect the entire length of the sewer section.
C. Stop at all service connections, and at each service connection, use
the sonde to locate and mark each sanitary sewer service
horizontally (Lateral Launch and sonde) on the ground surface prior
to construction. Prior to construction of the water mains, the
Contractor shall use the horizontal sanitary sewer service locations
to vertically locate (pothole) each service line for H.D.D. water main
installation work.
4, Documentation:
Inspection Logs: Provide inspection logs with the following
information:
(1)
Owner's Name.
(2)
Inspector's Name.
(3)
Crew Chief's Name.
(4)
Date.
(5)
From MH No. located at
(6)
To MH No. located at
(7) Direction of Flow
movement).
(8) Type of Pipe.
(9) Section Length.
(10) Pipe Size.
(11) Depth of Pipe.
(12) Document the
and direction of Inspection (camera
footage and clock orientation of all pipe
defects, change in pipe material, building service connections
and any other abnormal conditions.
(13) Use terminology generally accepted by the industry.
(14) Provide legible entries on inspection logs.
(15) Horizontal location — as marked on the ground surface using
the sonde and transmitter/receiver equipment. Each sanitary
sewer service record shall include photographs, GPS
coordinates, paint marks/lath/permanent stakes to allow the
Contractor to locate at a later date each and every sanitary
sewer service intended to be crossed with the water main.
(16) Complete inspection log in the field.
b. Provide an audio track recorded by the inspection technician during
the actual inspection describing all information documented in the
Inspection Log.
5. Final Acceptance
a. Re -televise sewers found to be deficient during initial television
inspection for as many times as required to obtain final acceptance.
Page 75 of 100
Re -televise any sewer section where inspection DVDs are of
insufficient quality as determined by Engineer or Owner.
Iasis of Payment. This work will be paid for at the Contract Unit Price per foot for the
sewer televising, regardless of sewer size; per each horizontal (X -Y) service location;
and per each vertical (Z) service/potholing location as LOCATING SEWER SERVICE
LATERALS.
28. PRECONSTRUCTION VIDEO RECORDING:
Description. The work of this Pay Item consists of video recording at the construction
areas prior to start of construction and includes providing video recordings of street
rights-of-way prior to construction, at locations where pipelines are to be installed. This
Pay Item includes providing video digital video disc (DVD) formatted media, and submittal
to the Owner and Engineer.
Brief Pyaemt: The work will be paid for at the Contract Unit Lump Sum Price for
PRECONSTRUCTION VIDEO RECORDING, and DVDs must be completed and
delivered to the Owner and Engineer prior to any excavation.
29. TRAFFIC CONTROL:
Description. This work shall include all labor, materials, transportation, handling and
incidental work necessary to furnish, install, maintain and remove all traffic control devices
required as indicated in the plans and as approved by the Engineer, and as also described
in Paragraph 3) q. of the General Conditions.
When traffic is to be directed over a detour route, the Contractor shall furnish, erect,
maintain and remove all applicable traffic control devices along the detour route according
to the details shown in the plans.
Basis of Pn t: All traffic control will be paid for at the Contract Unit Lump Sum Price
for TRAFFIC CONTROL as a direct percentage of the project work completed.
30. ABANDONMENT OF EXISTING WATER MAINS:
Description. This work shall be in accordance with the Special Provision for WATER
DISTRIBUTION SYSTEM, and shall consist of the abandonment of existing water main
pipe, water main valves, valve vaults, valve boxes, and fire hydrants. This work shall
include pavement removal and disposal; excavation; removing valve vaults, water valves
and fire hydrants; plugging open water main pipe to be abandoned with concrete; and
backfilling with and compacting of trench backfill material.
This Pay Item does not include ground or pavement surface restoration, which will be
paid for with other Pay Items.
Basis of Pavment. This work will be paid for at the Contract Unit Lump Sum Price for
ABANDONMENT OF EXISTING WATER MAINS after all water, fire, and master service
lines have been connected to the new water mains.
Page 76 of 100
CONSTRUCTION LAYOUT
Construction layout work shall conform to article 105.09 of the Standard Specifications.
The Village will provide survey / project control points. The Contractor shall set all
construction information stakes that mark the location, alignment, elevation and grade of
the work. Requests for control information must be made 48 hours prior to the date
needed.
The cost of construction staking is considered incidental to the cost of any and all
construction, and shall include all layout the Contractor or any Subcontractors may need
to complete the work. No compensation shall be given for any aspect of this work for
any reason.
SUSPECT DEBRIS
The Contractor shall only be responsible for the disposal of any and all clean construction
debris.
If the Contractor, for whatever reason, suspects that an excavation, debris load, or any
portion thereof, may contain non -clean construction debris, then they shall immediately
notify the Village or the EPR. The Village contact would be at the Public Works
Department and can be reached at 847-870-5640.
If the Village or EPR agree the material is suspect, then the Contractor shall haul the
suspect load/material or portion thereof to a holding area located at the Public Works
Department, 1700 West Central Road in Mount Prospect. The Contractor shall at that
time be no longer responsible for the disposal of that. load or portion thereof.
The Village and its CCDD consultant will become responsible for the testing and
subsequent disposal of all suspect debris.
Page 77 of 100
BID FORM
2018 Water Main Replacement
Village of Mount Prospect
Department of Public Works
FROM: P,a.TN%-ZV4 ST@ cTldN Mc
.431 70DUM LIQ_ UN 7 T-15 FPI-14Nle— U KS PK, t L
(hereinafter called "Bidder") 601'
TO: Office of the Village Manager, 3rd Floor
50 South Emerson Street
Mount Prospect, Illinois 60056
(hereinafter called "Village" or "Village of Mount Prospect")
Bid For: 2018 Water Main Replacement Project
The bidders have familiarized themselves with the work and probable work conditions
required under this Bid affecting the cost of the work and with the Bid Documents which
include:
Notice to Bidders
Table of Contents
Instructions for Bidders
General Conditions and Special Provisions
Specifications
Bid Form
Affidavit — Bid Certification Form
Bid Security
Bid Sheet — 2018 Water Main Replacements Project
Contract Document
Labor and Materials Payment bond form
Performance Bond Form
Therefore, the Bidder hereby proposes to furnish all supervision, technical personnel,
labor, materials, tools appurtenances, equipment, and services (including all utility and
transportation services) required to construct and complete the Work, all in accordance
with the above listed documents.
Bidder agrees to perform all of the Work and provide the equipment and materials
described in the Bid Documents, as follows:
Bidder has bid on all items and has provided a price for all items. The Bidder
acknowledges that it is responsible for verification of all pipe sizes and depths prior to
the ordering of materials.
Page 78 of 100
Bid Form Page 2
The Bidder will complete and provide all labor, equipment, materials and mobilization (if
applicable) to perform the Work as incidental to the fixed item price for each item
proposed.
In submitting this bid, the Bidder understands that the Village of Mount Prospect reserves
the right to add to or subtract from the estimated quantities.
The Village of Mount Prospect intends to award one (1) contract (if at all) for the items
bid. If written notice of award of this bid is mailed, emailed or otherwise delivered to the
Bidder at any time before this bid is withdrawn, the Bidder agrees to execute and deliver
the contract in the prescribed form and furnish payment and performance bonds, or letter
of credit, and the insurance certificates required by the Bid Documents to the Village
within ten (10) days after receipt.
The Bidder, and as successful bidder/Contractor upon award of the Contract
understands and agrees to the following:
1) The Contractor agrees to provide all Work and items and material to the Village as
noted in the Bid Documents and comply with the requirements of the Bid Documents.
2) The Contractor agrees to comply with all applicable state and federal laws, rules and
regulations, and county and municipal ordinances, as described in the General
Conditions.
All Addenda pertaining to this project shall be acknowledged by the Bidder in the spaces
provided below -
Addendum..
_ ...,.,_..._.,__
Addendum
_........... — n.. m .......
Acknowledgement by Bidder or
----
------
Date
No.
Date
Authorized Representative
Acknowledged
Failure to acknowledge receipt, as provided above, may be considered sufficient grounds
for disqualification of the bidder and rejection of his/her bid submittal. A record of all
Addenda and copies of same will be available to all qualified bidders from the Village of
Mount Prospect Public Works Department, 1700 West Central Road, Mount Prospect,
Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to become
fully advised of all Addenda prior to submitting its bid.
Page 79 of 100
Bid Form Page 3
Upon award the contract the Village will send Notice of Award to the successful bidder,
the bidder must then execute the contract and provide the required bonds or letter of
credit and certificate of insurance to the Village within ten (10) days. The Village will then
issue a written Notice to Proceed, which starts the performance period and the contractor
then has ten (10) days to commence work.
The contractor shall reach substantial completion by Monday, October 22, 2018 with final
cram letion within thirty, 30 days, thereafter, which is scheduled to be Wednesday,
November 21, 2018. Failure to complete the work in the designated time frame may
result in the Director of Public Works withholding compensation due the contractor for
failure to complete the said work in the designated time frame, calling the bonds, or taking
such other action as may be available.
Security in the sum of ten (10%) percent of the amount bid in form of (check one):
Bid BondCertified Check Bank Cashier's Check
is attached hereto in accordance. with the "Instructions for Bidders".
This Bid Submittal contains the following:
1) Bid Form
2) Affidavit — Bid Certification Form
3) Bid Security
3) BID SHEETS — 2018 WATER MAIN REPLACEMENTS
Respectfully submitted:
Name of Firm/Bidder: 'PQ M CsDrA,;7" IAC
r,. ,, A4
(Signature)
Title;y 1 0;_ PRy S)Dtl4T
Date: J 0 N * 11 ,
Contact Information:
Official Address: PO b u A t> u, tc
iJ 17 P_�,
VY -1-4 a Irf-k-IN 1> AIV -Y- , t 1_ 600-E-1.1 1
Telephone: 3 5V 8--22
Email: V A\5\VXJ \00 @ 'P41'tAIe-r,COW 5 iT..Q CT'CJ. ':fc�-A
ONE (1) SIGNED COPY OF THIS BID FORM AND BID SHEETS, ALONG WITH THE
AFFIDAVIT — BID CERTIFCATION FORM, AND BID SECURITY (Pages 79-90) SHALL
BE SUBMITTED IN A SEALED, MARKED ENVELOPE LABELLED "Sealed Bid for
2018 Water Main Replacement Project".
Page 80 of 100
Bid Certification Form Page 1
AFFIDAVIT — BID CERTIFICATION FORM
Bidder:
Company/Firm Name:
Address: V> o b LILA nR-\v P UN lT 4►SK QM P1-1 \L-
(yp13
As a condition of entering into a contract with the Village of Mount Prospect, and under oath and
penalty of perjury and possible termination of contract rights and debarment, the undersigned,
' V 1 d being first duly sworn on oath, deposes and states that he or she
is V I CF 'P „FS�DGJ`� (sole owner, partner, joint ventured, President,
Y ) �_... _w m� �_..�.......0 _ \xAC • .._... and has the authority to
Secretary, of '�Q^f*iKk � �f3�1_
make all
(Name of Company)
certifications required by this affidavit,
Section I Non Collusion
The undersigned certifies that this bid is genuine and not collusive or a sham, that said bidder has
not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to
put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly,
sought by agreement or collusion, or communication or conference with any person, to fix the bid
price element of this bid, or of that of any other bidder, or to secure any advantage against any
other bidder or any person interested in the proposed contract.
Section II Bid Rigging and Rotating
......,.._. .
The undersigned further states that N�77-* LTi eft. , 1 Krc _ _
(Name of Company)
is not barred from bidding or contracting as a result of a conviction for violations of state laws
prohibiting bid rigging or bid rotating or any similar offense of any state of the United States, as
provided in Sections 33E-3 and 33E--4 of the Illinois Criminal Code, 720 ILCS 5/33E-3, 33E-4.
Section III Drug Free Workplace
The undersigned further states that - ..._p.a'.'i'NI c�c GcxV�'1�1G"t of I I vti`.
(Name of Company)
provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS 580/1, et
seq., and has, to the extent not covered by a collective bargaining that deals with the subject of
the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., a
substance abuse prevention program that meets or exceeds these requirements of that Act.
Page 81 of 100
Bid Certification Form Page 2
AFFIDAVIT - BID CERTIFICATION FORM
Section IV Tax Pavfent
............................ �' J
�_.�..�.'RoN
i s
ISO C 1
The undersigned further states that PA4TN�� CAIN$ ... _,....- ... ............ .....................eee.-.,..__...�_____ee
(Name of Company)
not delinquent in payment of any taxes to the Illinois Department of Revenue, in accordance with
Illinois Compiled Statues, 65 ILCS 5/11-42.1. The undersigned understands that making a false
statement regarding delinquency in taxes is a Class A Misdemeanor arid, in addition voids the
contract and allows the municipality to recover all amounts paid to the individual or entity under
the contract in civil action.
Section V Sexual Harassment Polic
Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every
party to a public contract must;;
"Have written sexual harassment policies that shall include, at a minimum, the following
information: (1) the illegality of sexual harassment; (II) the definition of sexual harassment under
State law; (III) a description of sexual harassment, utilizing examples; (IV) the vendor's internal
complaint process including penalties; (V) the legal recourse, investigative and complaint process
available through the Department (of Human Rights) and the Commission (Human Rights
Commission); (VI) directions on how to contact the Department and Commission; and (VII)
protection against retaliation as provided by Section 6-101 of the Act. (Illinois Human Rights Act)."
A "public contract" includes: ... every contract to which the State, any of its political subdivisions
or any municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002),
_. ........... �.�.-....,,,,.�...-....�...............w.......�................ 11sC , has
The undersigned further states that -6, T %c -r- C-c>M5T1LJGitAS-
(Name of Company)
a written sexual harassment policy in place in full compliance with 775 IL.CS 5/2-105 (A) (4).
It is expressly understood the foregoing statements and representations and promises are made
as a condition to the right of the bidder to receive payment under any award made under the
terms and provisions of this bid.
The undersigned certifies that all information contained in this Affidavit is true and correct,
Signed by: Title:
Signature "
Name Printed:Lt-Dot MA D1 St U1j 1-0
Signed and sworn to before me this I ITAday of m J�1J� 201-?,
My commission expires
Notary Public
"OFFICIAL SEAL"
NICHOLAS C. TESTA
0 Notary Public, State of Illinois
My Commission Expires 05102/2 � page 82 of 100
3. The Contractor certifies that it will comply with all state and federal laws and
regulations, and county and municipal ordinances, as set forth in the General
Conditions.
ARTICLE III — PERFORMANCE BY VILLAGE
The Village agrees to pay the Contractor for its performance of the Work in the manner
and amount provided in the Contract Documents.
ARTICLE IV - CONFLICT BETWEEN CONTRACT DOCUMENTS
In the event of a conflict between any Contract Document and the terms of this Contract,
the Contract shall control to the extent of the conflict. In the event of any other conflict
between Contract Documents, the preceding Document shall govern to the extent of the
conflict based upon the order of priority set forth in Article I of this Contract, unless
otherwise specifically stated.
ARTICLE V — COMMENCEMENT AND COMPLETION OF WORK
After the written Notice to Proceed is issued by the Village, which will start the
performance period, the Contractor then has 10 days to commence work. The Contractor
shall achieved substantial performance within seventy 70� egn, ecutive calendar days
after the Notice to Proceed has been issued with final Derformance thirty (30) days
thereafter.
The Contractor shall commence performance of the Work and complete performance of
the Work, in accordance with the schedule set forth in the Contract Documents, but in no
event shall any Work be performed prior to the Village's receipt of this Contract, executed
by Contractor, and the Village's acceptance and approval of the payment and
performance bonds, or letter of credit, and certificate of insurance required by the
Contract Documents.
ARTICLE V — NOTICE
Unless otherwise provided, all notices required under this Contract shall be made in
writing and addressed or delivered as follows:
TO THE VILLAGE OF MOUNT PROSPECT
The Village of Mount Prospect
1700 West Central Road
Mount Prospect, Illinois 60056
ATTN: Director of Public Works
TO CONTRACTOR: At the address set forth on the Bid Form, or:
Notices shall be deemed effective when received by personal service or registered or
certified U.S. mail, postage prepaid and receipt requested, to the address so specified.
Either Party may, by written notice to the other, change its own mailing address.
Page 91 of 100
ARTICLE VI -.. PRIOR AGREEMENTSi SUCCESSORS
This Contract supersedes all previous agreements, understandings and representations
of any nature whatsoever, whether oral or written, and constitutes the entire
understanding between the Parties. The terms of this Contract shall be binding upon and
inure to the benefit of the parties and the partners and officials, successors in interest,
executors, administrators, assigns and representatives and their respective successors
and assigns, provided, however, that the Contractor shall not assign, sublet or transfer
any rights or interest in this Agreement in whole or in part without the prior written approval
of the Village, except to the extent that the Contract Documents provide otherwise.
ARTICLE VII - DEFAULT BY CONTRACTOR
If the Contractor fails to begin the Work under the Contract within the time specified, or
fails to perform the Work in accordance with the terms of the approved schedule or
performs the Work in a manner unacceptable to the Village, or neglects or refuses to
remove materials or perform anew such Work as has been rejected by the Village, or if
the Contractor shall become insolvent or be declared bankrupt, or shall make an
assignment for the benefit of creditors, or from any other cause whatsoever shall fail to
carry on the Work in a manner required by the Contract, the Village shall give notice as
hereinafter provided to the Contractor and its surety in writing specifying such failure,
delay, neglect, refusal or default, and if the Contractor, within a period of ten (10) calendar
days after the giving of such notice, shall not proceed in accordance therewith, then the
Village shall have full power and authority to declare the this Contract and the Contractor
in default, and to forfeit the rights of the Contractor in this Contract.
Upon declaration of Contractor's default, the Village may, at its option, call upon the surety
to complete the Work in accordance with the terms of this Contract or may take over the
Work, including any materials on the Work site as may be suitable and acceptable to the
Village and may complete the Work by its own forces or on its own account, or may enter
into a new contract or contracts for the completion of the Work, or may use such other
methods as shall be required for the completion of the Work in an acceptable manner as
the Village may in its discretion determine.
All costs and charges incurred by the Village, together with the cost of completing the
Work shall be deducted from any moneys due or which may become due on this to the
Contractor under this Contract. Following any payment due and received by the Village
from the Contractor's surety following default, if the expense so incurred by the Village is
less than the sum paid to the Village by the surety under this Contract for work remaining,
the surety shall be entitled to receive the excess difference paid to the Village. When
such Contractor default costs incurred by the Village exceeds the sum paid to the Village
for the work remaining under the Contract the Contractor and the surety shall be liable
and shall pay to the Village the full cost of such additional expenses.
ARTICLE VIII - DEFAULT BY VILLAGE
In the event of a material default by the Village under this Contract, the Village shall have
sixty (60) days, from notice thereof by Contractor, to cure the default prior to Contractor's
termination of this Contract. The failure to pay a contested invoice shall not be considered
a material default. Upon termination, the Village shall be responsible to pay any
uncontested payments due for work performed.
Page 92 of 100
ARTICLE IX — VENUE
The parties hereto agree that for purposes of any lawsuit(s) between them concerning
this Agreement, its enforcement, or the subject matter thereof, venue shall be in Cook
County, Illinois, and the laws of the State of Illinois shall govern the cause of action.
ARTICLE X - SEVERABILITY OF CONTRACT
If any term of this Contract is held by a court of competent jurisdiction to be void or
unenforceable, the remainder of the Contract terms will remain in full force and effect and
will not be affected.
ARTICLE XI - CUMULATIVE REMEDIES
The exercise or failure to exercise any legal rights and remedies associated with any act
of default or breach hereunder by either Party will not constitute a waiver or forfeiture of
any other rights and remedies, and will be without prejudice to the enforcement of any
other right or remedy available by law or authorized by this Contract.
ARTICLE XII - COMPLIANCE WITH LAWS
Each party to this Contract will comply with all applicable state and federal laws and
regulations, and county and municipal ordinances and regulations.
ARTICLE XIII - DISPUTE RESOLUTION
Should a dispute arise between the Village and the Contractor as to the terms and
conditions of the Contract, or the responsibilities, limitations, or working relations of either
Party, the designated project personnel will make every reasonable effort to resolve the
difference in accordance with the terms and conditions of the Contract. If a dispute
continues despite these efforts, it shall be referred to the Parties' Project Managers.
If the above action fails to resolve the dispute, the Parties may, by agreement, elect to
resolve the dispute through a mediation process. Each Party shall bear its own costs in
preparing and conducting mediation, except that the costs, if any, of the actual mediation
proceeding shall be shared equally by the Parties. The mediation process is defined as
follows:
The Parties shall select a mutually agreeable mediator from American Arbitration
Association lists or any other agreeable list to aid the Parties in resolving the dispute. The
mediator shall not be an employee or former employee of either Party. The first meeting
shall be held at a location chosen by the Village. At the meetings, each Party may present
materials and/or arguments to the mediator. The mediator's decision shall be not being
binding upon either Party.
In the event that the foregoing steps fail to resolve the dispute, either Party may bring suit
in the Circuit Court of Cook County, Illinois.
ARTICLE XIV - ASSIGNMENT
No rights or interest in this Contract may be assigned by Contractor without prior written
notice being provided by Contractor to the Village and the Village's written approval. The
Village shall not unreasonably withhold its approval of such assignment. In the event of
an assignment, the Contractor shall not be relieved of its obligations under the Contract
unless agreed to by the Village, at its sole discretion.
Page 93 of 100
ARTICLE XV - RECRUITING
The Parties shall not, without the consent of the other Party, entice, encourage, offer
special inducements, or otherwise recruit employees of the other Party during the period
of this Contract and for a period of one (1) year thereafter. This clause is not intended to
restrict any individual's right of employment but rather is intended to preserve the
relationship intended under this Contract and to prevent the Parties from actively
recruiting the employees of the other Party.
ARTICLE XVII - COUNTERPARTS
This Contract may be executed in counterparts, each of which shall be an original and all
of which together shall constitute one and the same agreement.
ARTICLE XVIII - ENFORCEABILITY
If any provision of this Contract is found to be invalid, illegal or unenforceable, that
provision shall be severable from the rest of this Contract and the validity, legality and
enforceability of the remaining provisions will in no way be affected or impaired.
ARTICLE XIX - EFFECTIVE DATE
The effective date of this Contract shall be the date of the last signature executing the
Contract (hereinafter referred to as the "Effective Date").
ARTICLE XX - ADVERTISEMENT
Contractor shall not use, in its advertising, marketing programs, or other promotional
efforts, any data, pictures, or other representation of the Village, except with the specific
written authorization in advance by the Village.
ARTICLE XXI - CAPTIONS„ HEADINGS
The paragraph headings which appear herein are included solely for convenience and
shall not be used in the interpretation of this Contract.
ARTICLE XXII — ENTIRE AGREEMENT
This Contract, consisting of the Contract Documents, constitutes the entire agreement
between the Parties for the subject matter hereof and supersedes all prior arrangements,
agreements, representations and undertakings, written or oral. This Contract may not be
changed or modified except by a written instrument duly executed by each of the Parties
hereto.
IN WITNESS WHEREOF, the Parties hereto have executed this Contract.
Contractor: VILLAGE OF MOUNT PROSPECT
By: By:
Title: Title:
Date: Date,
ATTEST: ATTEST:
Title: Title:
Date.- Date;
VILLAGE OF MOUNT PROSPECT
LABOR AND MATERIAL PAYMENT BOND
Bond No.
Principal Amount:
Contract:
KNOWN ALL MEN BY THESE PRESENTS, that the Village of Mount Prospect,
an Illinois municipal corporation (hereinafter "Village"), has awarded to
, as Principal (hereinafter "Contractor"), a written agreement with the
Village dated (hereinafter "Contract"), for
in accordance with
the drawings and specifications prepared by: .....mm.................mm�mm�m_,",......_"m (Village of Mount
Prospect or architect/engineer), which Contract is incorporated herein and made a part
hereof; and
WHEREAS, the Contractor is required to furnish a bond in connection with the
Contract to secure the payment of claims of laborers, workmen, mechanics, material
suppliers, and other persons as provided by law;
NOW, THEREFORE, we, the undersigned Contractor and
with main office at
—, as Surety, are held and firmly bound unto
the Village in the penal sum of _ _ Dollars
($ ), lawful money of the United States, for which payment well and truly to be
made we bind ourselves, our heirs, executors, administrators, successors, and assigns,
jointly and severally, firmly by these present.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the
Contractor shall fully, promptly pay for all laborers, workmen and mechanics engaged in
the work under the Contract, and not less than the general prevailing rate of hourly wages
as required by the Contract and the Illinois Prevailing Wage Act, 820 ILCS 130/1 et seq.,
and for all material used or reasonably required for use in the performance of the Contract,
and all duly authorized modifications, alterations, changes or additions to said Contract
as may hereafter be made, then this obligation shall be null and void; otherwise it shall
remain in full force and effect, subject to the following conditions:.
A "Claimant" is defined as any person, firm or corporation having contracts with
Contractor or with a subcontractor of Contractor to furnish labor, materials, or
both, for use in the performance of the Contract. "Labor and materials" is
construed to include that part of water, gas, power, light, heat, oil, gasoline,
telephone service, rental of equipment, and any other items for which a
mechanic's lien may be asserted.
2. Any person having a claim for labor and materials furnished in the performance
of the Contract shall have no right of action unless he shall have filed a verified
notice of such claim with the Village Clerk within 180 days after the date of the
last items of work or the furnishing of the last item of materials, and filed a copy
of that verified notice upon the Contractor within 10 days after the filing of the
notice with the Village Clerk. Filing must be by personal service or United
States Mail, postage prepaid, certified or restricted delivery, return receipt
requested, limited to addressee. The notice shall contain 1) the name and
address of the claimant; 2) the business address of the claimant within the
State of Illinois, if any, or if the claimant be a foreign corporation having no
place of business within the State, the principal place of business of the
corporation, and in the case of partnership, the names and residences of each
of the partners; 3) the name of the Contractor for the Village; 3) the name of
the person, firm or corporation by whom the claimant was employed or to whom
such claimant furnished materials; 4) a brief description of the public
improvement for the construction or installation of which the Contract is to be
performed; and 5) a description of Claimant's contract as it pertains to the
public improvement describing the work done by the claimant and stating the
total amount due and unpaid as of the date of the verified notice. No defect in
the notice herein provided for shall deprive the claimant of its right of action
under the terms and provision of this Bond unless it shall affirmatively appear
that such defect has prejudiced the rights of an interested party asserting the
same.
3. No action shall be brought on this Bond later than one year after the date of the
last item of work or of the furnishing of the last item of materials. Such suit shall
be brought only in the circuit court of the State in the judicial district in which
the Contract is to be performed.
4. The Village shall not be liable for the payment of any costs or expenses of any
such lawsuit, and the Village does not have any obligations to any Claimants
who make claims on this Bond. Surety will pay for all such claims, and for all
costs and expenses of any such lawsuit, up to a maximum of the amount of this
Bond.
Surety hereby expressly agrees that no extension of time, change, modification,
alteration, deletion, or addition to the undertakings, covenants, terms, conditions, and
agreements of the Contract, or to the work to be performed thereunder, shall in any way
affect the obligation of this Bond; and it does hereby waive notice of any such extension
of time, change, modification, alteration, deletion, or addition to the undertakings,
covenants, terms, conditions, and agreements of the Contract, or to the work to be
performed thereunder.
Surety's obligations hereunder are independent of the obligations of any other
surety for the payment of claims of laborers, workmen, mechanics, material suppliers,
and other persons in connection with the Contract; and suit may be brought against Surety
Page 97 of 100
and such other sureties, jointly and severally, or against any one or more of them, or
against less than all of them without impairing the Village's rights against the others. Any
payment by the Surety made in good faith pursuant to this Bond shall reduce the principal
amount of this Bond.
Signed and sealed this day of
Contractor
By:
Signature
Title
ATTEST:
Corporate Secretary (corporations only)
COUNTY OF
201_
Surety
By:_
Officer of The Surety
Title
Address:
NOTARY
I, ......_„mmmmmw w m ww�www www www a Notary Public in and for said county, do
hereby
certify that _......_....._...... m,,,,,,,,,,,,
(InsertNameof Attorney -In -Fact for Surety)
who is personally known to me to be the same person whose name is subscribed to the
foregoing instrument on behalf of Surety, appeared before me this day in person and
acknowledge respectively that he/she signed, sealed, and delivered said instrument as
his/her free and voluntary act for the uses and purposes therein set forth.
Given under my hand and notarial seal this day of mmmmmmmm
201
Notary Signature._W................._..._............... My Commission expires:
(Attach Surety's Power of Attorney)
Page 98 of 100
VILLAGE OF MOUNT PROSPECT
PERFORMANCE BOND
Bond No,.
Principal Amount:
Contract:
KNOWN ALL MEN BY THESE PRESENTS, that Contractor
Principal (hereinafter "Contractor"), and with main
o�........._w�.
off ice at .........................................._..............................�....,...._� a corporation of the
state of as Surety (hereinafter "Surety"), are held and firmly bound unto the
Village of Mount Prospect, an Illinois municipal corporation (hereinafter "Village"), in the penal
sum of .........sy yy __Dollars ($ ), lawful money of the
United States, for the payment of which, we bind ourselves, our heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, Contractor has entered into a written agreement with the Village dated
�m_____ ------ ----- t (hereinafter "Contract"), for the construction of
in accordance with the drawings and specifications prepared by:
(Village of Mount Prospect or architect/engineer), which Contract is incorporatedhere�n i ...............wand made
a part hereof.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor
shall fully, promptly and completely discharge the Contract and all duly authorized modifications,
alterations, changes, or additions to said Contract as may hereafter be made, and during the life
of any guaranty required under the Contract, and, if Contractor shall fully secure and protect the
Village from all liability and from all loss or expense of any kind, including all court costs and
attorneys' fees made necessary or arising from the failure, refusal or neglect of Contractor to
comply with all obligations assumed by Contractor in connection with the performance of the
Contract and all such modifications, alterations, changes, or additions, then this obligation shall
be null and void; otherwise it shall remain in full force and effect.
Upon receipt of written notice from the Village that the Contractor is in default, and
performance by the Village of its obligations under the Contract, Surety will promptly (1) remedy
the default; (2) arrange for the performance of Contractor's obligations under the Contract through
the use of qualified contractors acceptable to the Village; or (3) notify the Village that it may hire
a contractor to complete Contractor's obligations under the Contract. Surety will promptly notify,
in writing, the Village of which option it is exercising. Failure of the Surety to elect an option within
fifteen (15) days of receipt of the notice from the Village shall constitute authorization to the Village
to complete the improvements at Surety's expense.
The balance of the contract price shall be credited against the cost of completing and/or
correcting the Contractor's performance under the Contract. If the cost exceeds the balance of
the contract price, the Surety shall pay the excess amount to the Village, up to a maximum of the
principal amount of this Bond. If the Surety arranges for completion and/or correction or remedies
the default, the balance of the contract price that is required to complete, correct or remedy the
default shall be paid by the Village to Surety. Surety will be responsible, up to the maximum of
the principal amount of this Bond, for payment for correction and completion of the Contract, any
Page 99 of 100
additional legal, design professional or delay costs arising from Contractor's default and/or
resulting from action or inaction on the part of the Surety and liquidated damages, or, if no
liquidated damages are provided for in the Contract, actual damages caused by delayed
performance or non-performance by the Contractor or Surety. The Village shall not be required
to pay Surety more than the balance of the contract price.
The term "balance of the contract price" means the total amount payable by the Village to
the Contractor under the contract, and any amendments thereto, less the amounts paid to the
Contractor by the Village.
Any suit under this Bond must be filed before the expiration of two years from the date on
which final payment under the Contract is due or the applicable statute of limitations, whichever
is longer. No right of action shall accrue on this Bond to or for the use of any person or corporation
other than the Village or its heirs, executors, administrators or successors. Any proceeding, legal
or equitable, under this Bond may be instituted in a court of competent jurisdiction in the location
in which the work is located. Notice to any of the parties shall be mailed to the appropriate address
listed above.
Surety hereby waives notice of any modifications, alterations, changes, additions or
extension of time in the Contract.
Signed and sealed this day of
Contractor
By:
Signature
Title
ATTEST:
Corporate Secretary (corporations only)
STATE OF
COUNTY OF
I,
certify that
, 201
NOTARY
, a Notary Public in and for said county, do hereby
(Insert Name of Attorney -In -Fact for Surety)
who is personally known to me to be the same person whose name is subscribed to the foregoing
instrument on behalf of Surety, appeared before me this day in person and acknowledge
respectively that he/she signed, sealed, and delivered said instrument as his/her free and
voluntary act for the uses and purposes therein set forth.
Given under my hand and notarial seal this.... - day of ....�, 201
Notary Signature: y mw yu My Commission expires: _
Page 100 of 100
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