Imp. Proj. #184A
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CONtRACT DOCUMENTS Id
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I SANtT J\-RYC'-;WCRWA TER MA IN
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.~ APPURTENANT WORK II
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VILLAGE OF NEW HOPE, MINNESOT A
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I SEWER AND 'WATER IMPROVEMENT NO. 184A
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ORR~SCHELEN~MA YERON & ASSOCIATES, INC.
C@nsulfing.Engineers
^;B~~i\~EAPOLIS, MDNNESOT A I
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August 8, 1966 Set Noo r
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STATE OF MINNESOTA
WATER POLLUTION CONTROL COMMISSION
MINNESOTA DEPARTMENT OF HEALTH BUILDING
UNIV&ROITY CAMPUS
MINNEAPOLIS
55440
September 15, 1966
Village Council
C/O }.w. Donald Trucker , Clerk-Treas.
Village Hall
7701-42nd 11.ve. 1\10.
New Hope, ~irillesota
Gentlemen:
PUrSUal1t to authorization of the vJater Pollution Control Comrnission and in
accord_ance vlith the provisions of the State vlater Pollution Control j~ct, plails
prepared by R. J. Houston, P. E. ,a.l1d subrnitted byOrr-Schelen-}iayeron& ..~ssoe.,
Inc., ConsultLng Engineers, to the State Department of Health on August 30, 1966
for se1verage facilities in your village are appro'red a"f1da permit for construct-
ion is hereby gr&~ted.
These plans, designated 1'jPC l~o. 5191 have been revie~'red by the .State
Department of Health and recommended for approval of the Comrni.ssion 1~lith the
llStlal reservations as stated on the attached sheet entitled, ltlnformation Relative
to Plan Exarnillation, Se"'ler l11lprovements. 1t This rev-ievl .; neludes the design of
sa.nitalj'- features of sevlers ShovlIlon the pla:t1s entitled, HSapita~J SeVier,
1F[atermain and Appurtena..Tlt V{ork for the Village oftJe1~1 Hope, ivli.nnesota, \'vater
and Se'J"er Project rJo.-184A,H six sheets. This project consists of approJrimately
4055 feet of 9-inchdiameter pipe sanitary sevIer extension located as shovm on
the plans and described in the specifications.
,One set of the plans and specifications for this project identified l,dth
this perrrd t is being returned to you lLnder separate cover and one set is being
retained for the Comnlission files. 1tlhen this project is completed in accordance
-:~!dth the aforementioned plans, t,his office should be aclvised on the enclosed
form. so that a permit can be issued for the use of these facilities.
The continuance of this construction perrnit in force shall be contingent
upon cormnencement of the vlork covered thel"eby 1~irithin t'"loyears from the date of
this approval, and upon the completion of such vlork ~'.lithin three years from this
date.
Yours very truly, /i
. "/
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cc: l.omaSll. !lompson,,, ~v~i .2.u.lg. LYtle .I.... .mJ..T.t
Dr. R. E . TiTilliams, H.O 0 717';" cuti ve Engineer
Orr-3chelen-]yfayeron & Assoc.
Golden Valle~t 11j l1age Council
COMMISSION MEMBERS - M. M. HARGRAVES, M. D., CHA.IRMAN, MEMBER AT L.ARGE. ROCHESTIER: .,GeeR&E-e;-SE:..-erF'..-YtCe-CHAtRMA,"'"
M-&MaltA-A:;,~,''"'LARc;.~=kE=-'4us.uRl R. N. BARR, M. 0., SECRETARY. SECRETARY AND EXECUTIVE OFFICER. STATE BOARD OF HEALTH: J. G. FL.INT, D. V. 14..
SECRETARY AND EXECUTIVE OFFICER, STATE L..IVE STOCK SANITARY BOARD,.WA'(~I;;SG-N; STATE COMMISSIONER OF CONSER.VATION: RUSSEL.. G. SCHWANDT.
8TATE COMMISSIONIER 011' AGRICUL.TURE. ROBERT C. TUVESON. MEMBER AT LARQE. ALDERT LEA.
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STATE OF MINNESOTA
DEPARTMENT OF HEALTH
UNIVERSITY CAMPUS
MINNEAPOLIS 55440
""~,,r,; August 31, 1966
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Village Council
c/o Donald Trucker, Clerk
Village Hall
I~el.l Hope, filinnesota
Gentlemen:
We are enclo,sing a copy of our report covering an examination of plans
and specifications on vTatermain extensions for your village6
The plans and specifications have been turned over to ourviater Pollution Control
Section for examination of the sell\lerextensions that \^lere included, and a set of
the identified plans and specifications ,rill be sent to you by that Section vlhen
the plans have been favorably acted upon by the \^later Pollution Control Commission.
If you have any questions in regard to the information contained in this report,
please "trite us.
Yours very truly,
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F 0 L 0 vJoodward, Director
Division of Environmental Health
Enclosures
cc : Orr-Schelen-14ayeron and Associates, Ine.
Dro Ro Eo \'lilliams, Health Officer
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ADDErIDUM NO 0 1.
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V..I~~GEOF ~t~~rrJ I1:.0~h I~rr:1~~?sor~t1..~
AND TEE Ir:1PRvVEMEf?J{:NOo 18!i.A'<>~~
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l"acr, Documen~s _ ted:~:f??l}.l:J~ ~~ 1966
n::7J: 1:t~d <> e..t1 C'lj st,. ?q ~ ' Qbh
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shall be sllall
Docume'rrts 01-" DOl.-.tion€3 .d!-"ata~i!lgE liJ11ichS
k~gust. ~9~ i~~6~ti~c~i~.c:r~~o~~; Origi~l Proposal For; 0 -
Bids shall be submitted on revised Proposal 0
ORR-SCHELEN~r~~YERON
.. &. ASSOCIi\'I~ES:; !I\IC 0
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shall be submitted on revised Pr:>posal Ci
ORR~SCHELEN~~mYERON
... &; ASSOCIilTES ~
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This is to certif the . ,
copy of the P.D~ ref t this tS a dupUcat'
Of the Minn. Oept ::r~d to In Q report
E . · eatth O'
nVlromentaf Health S.. .~ 'v. of
PoHution ContrOL · eel Of wate,
S EP 1 51966
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This is to certify that thls is a duplicati1;l C(~py
of the plan referred to in report on W(,jjt~
works improvements, dated --
A' 'G 3 (\ 4066
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=..,.
INSTRUCTIONS TO BIDDERS
VILLAGE OF NEW HOPE3 MINNESOTA
Table of Contents
--~ ~.
Article Page
1. Examination of Plans and Specifications ~nd
Site of ~'lork 1
2. Bid Security 1
3. Contract Documents 1
4. Preparation of Proposal 1
5. Conditions in Bidder1s Proposal 2
6. Interpretation of Estimates 2
7. Delivery of Proposals 2
8. Rej-ection of Proposals 2
9. Withdrawal of Proposals 2
10. Public Opening of Proposals 3
II. Disqualification of Bidders 3
120 Equipment 3
130 Furnishing of Evidence of Responsibility 3
140 Requirements of Contract Bond 3
150 Failure to Execute Contracts 3
INSTRUCTIONS TO BIDDERS
VILLAGE OF NEW HOPE, MINNESOTA
I. EXAMINATION OF PLANSJ SPECIFICATIONS AND SITE OF WORK
The bidder shall-e,xamine to his saJcisfaction the quantities of vlork
to be done as determined from the plans and specifications.
Q,uantities indicated by the Engineer on drawings or elsewhere are
estimated only" and bidders must rely on their own calculationstt
Bidders shall be thoroughly familiar with the Contract Documents
including all General Conditions, Special Conditions and Special
Provisions.
Bidders shall inform themselves of the character and magnitude of
work and the conditions under which the work is to be performed
concerning the site of the work" the structure of the ground, the
existance of surface and ground water, availability of drainage,
the obstacles which may be encountered, means of approach to the
siteJ manner of delivering and handling materials, facilities of
transporting and installing construction plant and equipment and
all other relevant matters pertaining to the complete execution of
this contract 0 No plea of ignorance of conditions that exist or
that may hereafter exist, or of difficulties that will be encount-
ered in the execution of the work hereunder which result from the
failure to make necessary examinations and investigations, will be
accepted as a sufficient excuse for any failure or omission on the
part of the Contractor to fulfill in every detail all the require-
ments of this contract, or will be accepted as a basis for any
claim whatsoever for extra compensation or for an extension of timeo
No bidder may rely upon any statements or representations of any
officerJ agent, or employee of the Village with reference to the
conditions of the work or the character of the soil or other hazards
which may be encountered in the course of constructiono
2. BID SECURITY
Each bid shall be accompanied by a cash deposit, certified or cashier's
check, or bid bond with a corporate surety in an amount at least
equal to five (5%) per cent of the total amount of the base bid,
payable to the Village as a guaranty that the bidder will enter
into a contract with the Village for the work described in the
proposal, and the amount of the bid security of a successful bidders
shall be forfeited to the Village as liquidated damages in the
event that such bidder fails to enter into a contract and furnish
Contractorts bond.
3. CONTRACT DOCUMENTS
The Contract Documents will consist of the Advertisement for Bids,
Instructions to Bidders, General Conditions, Special Conditions,
Special Provisions, Proposal Form, Form of Contract and all plans
and drawings. These documents are on file with the Village Clerk.
4. PREPARATION OF PROPOSAL
The bidder shall submit his proposal on the forms provided by the
-l- IB
Engineer without removing them from the bound Contract Documents.
He shall also submit a duplicate proposal on the additional unbound
forms provided by the Engineer.
The blank spaces in the proposals ~hall be filled in correctly with
ink where indicated for each and every item for which a quantity
is given, and the--"~bidder shall state the prices~ for which he pro-
poses to do eacb ~tem of the work contemplated.
Tne bidder1s proposal shall be signed correctly with ink. If the
proposal is made by an individual, his name and post office
address shall be shown 0 If made by a firm or partnership, the
name and post office address of each member of the firm or
partnership shall be shown. If made by a corporation, the person
signing the proposal shall show the name 'of t.he state under the law
of which the Corporation was chartered and names, titles and
business addresses of the President, Secretary, and Treasurer O. All
bids from Corporations shall bear the official seal of the
Corporation.
50 CONDITIONS IN BIDDER'S PROPOSAL
~le bidder shall not stipulate in his proposal any conditions not
provided for on the proposal form.
60 INTERPRETATION OF ESTIMATES
The Engineer's estimate of quantities as shown in the proposal shall
be used as a basis of calculation upon which the award of contract
will be made, but these quantities are not guaranteed to be accurate
and are furnished without any liability on the part of the Villageo
70 DELIVERY OF PROPOSALS
All bids shall be placed in a sealed envelope with a statement thereon
3howing the work covered by the bid, and addressed to the Village
Clerk, Village, of New Hope, j~:l-.~:;:';~:~_ Avenue North" Minneapolis
27, Minnesota. Proposals may be mailed or submitted in persono No
bids will be received after the time set for receiving them. Bids
arriving by mail at the office of the Village Clerk after the hour
designated for receiving bids will be returned to the sender unopenedo
8. REJECTION OF PROPOSALS
Proposals may be rejected if they show any omission, alteration of
f'orm, additions not called for, conditional bids or alternate bids
not specified or irregularities of any kind. Proposals in which
the prices are obviously unbalanced may be rejected.
90 WITHDRAWAL OF. PROPOSALS
A bidder may withdraw his proposal without prejudice to himself,
provided he files a written request with the Village Clerk before
the hour of letting, and such withdrawn proposal may be modified
and resubmitted by the bidder at any time prior to the hour set for
the opening of bids.
-2- IE
10. PUBLIC OPENING OF PRO?OSALS
Proposals will be opened publicly and read aloud in such place as
designated at the time and_ the date set in the fiAdvertisement!l c
Bidders or their authorized agents are invited to be presentc
11# n-S~-AL~D~~~~-AN O~ BIDnERS
J..)J.. '... u~_ ...L..L....Lt...~.l J...\',i.ll · Ii IlJ
More than one proposal for the same project from an individual
firm!) partnership or corporation under the same or different
names will not be considered~ Evidence that any bidder is interest-
ed in more than one proposal for the same work will cause rejection
of all such proposa18~ Collusion between the bidders will be
considered sufficient cause for the rejection of all bids so
affectedc
Failure on the part of any bidder t'o carry out previous contracts
satisfacto~ily or his lack of the experience or eq~'ipr:nent. n:ecessary;
for the satisfactory completion of the work may be deemed sufficient
cause for his disqualificationo
120 EQU IPl\lE~Ijr
When requested by the Villagej the bidder shall furnish a complete
statement of the makeJ size~ weight (where weight is one of the
specified requirements) condition and previous length of service
of all equipment to be used in the proposed workc
13 c FTJRI\TISHING OF EVIDENCE OF RESPONS IBILl;r?
When requested by the V"illage the Bidder shall furnish a balance
she e t , certified by a certified public accountant as to a date not
more than sixty (60) ~ays prior to date of the opening of proposals
which shall set forth outstanding assets and liabilities in
reasonable detail. The bidder shall also furnish a ~"list of work
of similar nature performed with dates of completion thereof~ The
bidder shall also furnish any other addit~nal information r~lative
to financial responsibility and competence to do the work as may be
requested by the Village prior to acceptance of any proposal.
14. REQUIREMENTS OF CONTRACT BOND
The successful bidder, at the time for the execution of the contract
shall furnish and at all times maintain a satisfactory and
sufficient bond in full amount of the contract as required by law
with a corporate surety satisfactory to the Village. The Fo rm
of Bond is that required by statutee Personal sureties will not be
approved.
15 co FAILURE TO EXECUTE CONTRACTS
Failure to furnish the contract bond in a sum equal to the amount
of the award, or to execute the contract within ten (10) daysJ
as specified, shall be just cause for the annulment of the award,
and it shall be understood by the bidder that in the event of the
annulment of the award, the amount of the guaranty deposited with
the proposal shall be retained by the Village; not as a penalty~
but as Liquidated Damages.
-3- IB
GSI\IERitL CC IJD Ifl'I01\l,S
VILLAG~ OF NEH EOPE, TvIIN~J .DE~O T J\
rel\EIJ1~ Oli' COl~r1'31~T:S
.-...~................ ~~...........~
j:~r'-'G ie 1e Page
1 ~ Il.1 General 1
2. Def1initioJ1S 1
.)~ Itl t erlJret at j. 011 oi~ l):C'opoD u.] C 011 t l' (1 e t. J) () e 'I. U J ::::: l: ' ') 2
~. Ij1()l-~Ll 0 i"l C 0"(1 t rL c t 2
~> .. C 011-t ret c torI I SIllS II eallC e 3
"'-' CCHapliance ~'Ji~~~l LEU'IS, l~u ilr] ~_rlg C 0(1 e 3 fl11(1
:j "
riE ~~:l.l1 at i 0118 4
'r . f'cr~lni ts alld LicG11SeS 5
t .) Assignment of Contract 5
o.
(: Sub -c orl t rac t :L11~; 5
:;-
10. CC)..1tl'actOY' I s ~i.eSl)011Sibilittes 5
11. Termination of Con~ractorts ResponsilJllity 6
120 Prosecutio11 of :lorJc 6
13. Limita.tions of Operations 7
lL~ . C011forrnity \~ith Plar1S alld l\llo\tJable Deviations 7
15. Co-ordination of Plans and Specifications 7
16. Contractor IS Ri[.:!1t to ReC?1.lest Changeo 8
17. f\.lter'atio11S of Pla11S 01' Cll.aj~cleter of':Jork 8
1 C' Ii,1cr}eased 01' Decrcasec1 :.1U.C1r1t :'-:: le S o.f .~'forlc 8
__l.' .
Ie Cllafll.:~(;3 ir1 tIle :lorh: 9
:.J .\1
20. CIa"tr is U11d Pr~otcfJts 10
21. ,Su.l)c'c J.:ltenc1ence b.1d :3upel1vis~; on 10
22~ .cl12)1~:'~.7;1? I s Status 11
23~ Ii.1spec c ion of _:Jorlc 11
2L~ . De la~Ts al1d E:x~tens lon of Tirne 12
25. Correctioi1 of ',fork Before Fi11al PayrJC11t 13
26~ Correctio~1 of 'rlorlc After FJ.nal Payrnei1t 13
27. Failure to Completedork on Time 13
2Q The Right of the O~ner to do the Work 14
Uoil
29~ RJ.g11t of O~~lner to Declare COl1tractor i'(l Defaul t 14
30. J~:'C81'cisc 0:[' t11e I1i[:)1t to Declal'e i11 Dei~all1t 15
31~ l~2uitci112, tIle Site 15
32. COTI1p1etio.i1 of t11e :.1orl': After Default 15
33. Parttal Dcfalllt 16
3L~ 0 Seop-:; of Pnyrne11t 16
35. APIJl j_C~1 t "lO[18 .for Pa~lL1e!1)c g 1'7
360 P '-1 rt. :1. a.l I) ClYIJ1C11t S }'/
3'7 · Ce-r'"G J. ::':i. eEl. t r~ fj of P ayrne11 t s 10
()
38. P aYlne fiG S 'Ii t1111e Id 1(5
390 Fi11al Inspe c t ion 1a
400 Final PaYLlet).t 19
410 No Waiver of Legal Rights 19
4.20 Defense of Claim~ or Suits 20
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Article Page
43. Patented Devices, Materials and Processes 21
44. IvIa teria Is 21
45. Defective Work 22
46. Protection of the Work 23
47. Damage to Existing Imp~ovements 24
48. Protection and Restoration of Property 25
49. Privileges of Contractor in streets, Alleys, .
and Right -of -vlay 26
500 ~~[ork in storms 27
51. Night. Work 27
52. Use of Explosives 27
5'3. Noise Elimination 27
54. vva ter .' 28
55. Sanitary Provisions 28
56. Fossils 28
57. Accident Prevention 28
58. ilOr Equal" Clause " 28
59. Labor 28
60. Discrimination on Account of Race, Creed, or Color
Prohibited in Contract 29
61. 81 tes t,o.', be~Kept ::' Clean 29
62. flJ.easurements 30
63. Guarantee 30
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'"
GENERAL CONDITIO~S
VILLAGE OF NE~~ HOPE, r~INNESOTA
1. IN GENERAL
The standard fo~( of the American Institute of Architects, entitled
:1The General Conditions of the Contract!', and containing Articles
1 to 44 inclusive, is a part of these specifications, except that
the following General Conditions shall take precedence over aDd
modify any statements of the t1General Coy-ditions of the Contract"
and shall be used in connection with them as part of the Contract
Documents. A copy of tnese General Conditiols of the Contract is
on file in the Engineers' Offices and is subJect to inspection by
thlS Contractor. Unfamiliarity with the t;er.ns of these General
Conditions of the Contract will not relieve tnis Contractor of the
terms contained thereino The word ttArchitecttt in the General
Conditions of the Contract shall be construed to mean the same as
ftEngineerl1 in this specification.
2ft DEFINITIOtlS
when used in these specifications and contract the following
terms, or if pronouns in place of them are used, tl'.e intent and
meaning shall be interpreted as follows:
~~~ liThe Ol^lner 11 means the Village of New Hope-, Minnesota 0
ltEngineerlt means the Consulting Engineers as designated for
the project by the OWner, in this case Orr-Schelen-Mayeron
& Associates", Ineo, Mi1neapolis, Minnesotao
(0) tllnspectorl1 an au.thorized representative of the Engineer,
assigned to make any or all necessary inspectlons of the
\tv-ark performed and t~ce macerials fU..rnished by the Con-
tractore
(d) l1Laboratorytl the testi11g laboratory i;'IJ'hich may be approved
b-y- tlie Engineer to inspect and determil1e the suitabillty-
of naterialso
(e) l1Bidder tt any i11d i vidual, firm or corporation submltting a
proposal for the work contemplated, acting directly or
(r) through a duly authorized representative 0
ttContractorTl is the individual, firnl or corporation 1"lith
whom the Owner contracts ar'd unless otherwise specified
includes sub-contractors 0
(g) "Proposal Form 11, the approved prepared form on which the
Bidder is to or has submitted his, their or its proposal
(h) for the work contemplatedo
ttPlans n, all approved drawincs or reproduction of drawings,
pertaining to the construction of the work and appurte-
nanceso
(i) tTSpecificationsti, the directions, conditions, provisio1S and
requirements contained herein, together with all wrltten
agreements made or to be made, pertaining to the method
and manner of performing the work, or to the quantities
of materials to be furnished under the contract 0
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.(J" .w~rop€}'s,al ". fj the Written- ppoposal ef t he ~ "b i€tder on the Form
{k" :"fUrniah'ed :ror -tp.e 'work Go:ntempllated e., ~.
~opesal 'Guar'?"nt:ytt~t'hese,curity desigBat:eq _~n the Proposal
to be furni,she-d' by-/the Bidder as. a guarant'ee of g00d fai th
to enter into a. c0ntract ~tith the {)w,ner7. ,if the work is
aw.a~cled. tjj himiJ . .
(1) ,nUontractti." the agr-eement coveri'ng t,he pe"rformanceof the
work and the furnishing -6fmaterials in the construction
of the \iTork~ The Contract shall include the tlContract
Documentsrt and tlContract BondT1; alg.o any and all supple-
mentalagree'm,ents wh'ich reasonably may be required to
complete the construction of the work in a substantial
(m) and acceptable manner 0
"Contract Bond" ~ the approved f'orm of security furnished by
the Contract0r and his Surety or Sureties as a guaranty
Of good faith on the part of the Contractor to execute
the work in accordance With the terms of the Contract 0
en} USuretyn~ the individual or corporate body which is bound
wit'h and for the Contractor for the a.cceptable performance
. of the Contra-at an,d for his" p,aym~ntof all obligations
{a) pertaining t:o the worko
The te.rm n~forkn of the Gontractoror sub,:=contract.or includes
labor or materials or botho
t~~ t'AeS~To'MtJ tip A-rnerican Society for Testing Ma:terialso;
Meaning of expressionsa In order t,o avoid cv..mbersome and con=-
fusing repetition of expressions in these specifications,
and \i"henever it is provided that anything is, ,or is to be
done, if, or as, or when, or where ft,contemplated Xl!) nre~
q~1red n s; tfd irected If $ Hspecified n $.~ ttauthorized tt J) !V ordered 11 p
Ji-g'iventi; ndes"ignatedf'1~ l1indicatedn~ uconsidered necessarytt,
npermittedn~ fisblspended!1, uapprovedu, t'lacceptableus: nun=>
acceptablenSJ J1suitablef1,. Uunsuitableli, ttsatisfactoryU9
llunsat:Lsfactorytt.9 or Hsufficient n Jlit shall be taken to
mean and int~nd, by or to the Engineero
3 6 ,INTERPRETATION ..OF. PROPOSED CONTRACT DOCUMENTS
[If anyl person:.~cen~emfJlating submitting a' bid for the proposed
contract is in doubt as to the true meaning of any part of the plans"
8'pe;cifications or o"ther proposed contract documents, he may submit
to t'he Engineer" :a written request for an interpretation thereof 0
rrhe person. submitting the requ.est viiI1 be responsible for its
prompt d-elive:t?y 0 Any interpretati,onof the proposed docume11ts ....
will be made only by addendum duly i88U€'Q and copy of such addendum
will be mailed. 01-:1 aeli vered- to each person receiving a set of su.ch
contract d-oeume,nts and such other prospective bidder as have
requested t'hat:theybe furnished with a copy of each addend-UlTIo
'fl1eOWfneI' willn:ot,.be responsible for any 0ther explanation or
interpret'ationsof the proposed contract documents 0
40 . FORJ;1 OFGONTRA-C:P
~e::Fi6~m'of:' 00rf~~aet. -to be used shall be t.he form prescribed and
prOVided by the'O~lne'r in the Contrac't Documents 1)
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50 CONTRACTORiS INSURANCE
No Contractor nor sub-contractor shall commence work under this
contract until he has obtained at his own cost and expense, all
insurance required by this Article, such insurance to be approved
by the Village and maintained by the Contractor until final
completion of the worko
Ao Workmen's Compensation Insurance
The Contractor shall take out and maintain for the duration of this
contract statutory Workmenls Compensation Insurance and Employer's
Liability Insurance as shall be required under the laws of
the state of Minnesotao
Eo General Liability Insurance
(1) Public Liability Insurance
The Contractor shall take out and maintain during the life of
this contract such Public Liability and Property Damage Insurance
as shall protect him from all claims for bodily injury including
accidental death as well. as from all claims for Property Damage
arising from operations under this contract'o The minimum limits
which are required are~ $200,000 for in~uries including
accidental death. to anyone person, and500~OOO for injuries
including accidental death resulting from one accident; Property
Damage in the amount of not less than $100,000 per accident and
the same amount in the aggregate~
Such policy shall include coverage for:
(a) Injury to or destruction of any property arising out
of the collapse Of/or structural injury to any building
or structure due~
(1) To grading of landJ exc.avation, .borrowing" filling"
backfillings tunneling, pile driving, coffer-darn
work or caisson workJ or!)
(2) To moving,Sl shoring, underpinning9 raising or demo-
lition of any building or structure removal or
rebuilding of any structural support thereof
,.- (b) Injury to or destruction of wires, conduits, pipes,
mains" sewersJ) or other similar property, or any apparatus
in connection therewith, below the surface of the ground,
if such injury or destruction is caused by or occurs
dUl~ing t11e use of mechanical equipment for the purpose
of grading of land~ paving, excavating or drilling, or
injury to or destruction of property at any time resulting
therefrom 0
(c) Injury to or destruction of any property arising out
of blasting or explosiono
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(2) Automobile Insurance
The Contractor shall 'carry Automobile. Insurance on allauto=
motive equipment owned~ rented or borrowed in the minimum amounts
of $200,000 for injuries including accidental death to anyone
person and $500,000 for injuries including death resulting from
anyone accident 0 This policy must also provide $100,000 Property
Damage coverage 0
(3) Contractual ~iability Insurance
The Contractor agrees to hold harmless and indemnify th~VillageJ
the Engineer and their agents from every claimJ action, cause of
action, liability" damage, expense' or payment incurred by reasons
of any bodily injury including death, or property damage resulting
from the Contractor's operations on this projecto
4 Owner's Protective Liabilit
T e Contractor shall provide OWner s
Property Damage Insurance in the name of the Village and the
Engineer, insuring against bodily injury and property damage
liability in the limits set forth above for Which they may become
legally obligated to pay as damages sustained by any persons,
caused by accident and arising out of operations performed for the
named insured by independent contractors and general supervision
thereof&
Co Builder's Risk-Fire and Extended Coverage Insurance
If the nature of the entire installation or portion thereof, is
such that it is insurable against the perils of fire, extended
coverage, vandalism and malicious mischiefJ such insurance shall
be procured and maintained by the Contractor in behalf of
himself.? the Village and his sub-contractors, on a complete value
z-' fOrIno
Insurance certificates evidencing that the above insurance is in
force with companies acceptable to the Village and in the amounts
required shall be submitted to the Village Attorney for examination
and approved concurrently with the execution of the contract,
after which they shall be filed with the Village Clerk~ In addition
to the normal information provided on the insurance certificates,
the'y shall specificall~{ provide that:
(a) A certificate will not be modified except upon
ten day's prior written notice to the Villageo
(b) Coverage is included for blastingJ collapse and
underground hazards, and
(c) The contractual liability hazard has been insuredo
6& COMPLIANCE WITH LAWS~ BUILDING CODES AND REGULATIONS
The Bidder is assumed to have made himself familiar with all
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Codes, state Laws3 Ordinances and Regulations which in any manner
affect those engaged or employed in the work, or the materials
or equipment used in or upon the irnprovement~ or in any way
affect the conduct of the work and no plea of misunderstanding
will be considered on account of the ignorance thereof. The
provisions of such codes, laws or ordinances are deemed to be a
part of these specifications and the Contractor will be bound
by the provisions thereof.
The Contractor shall and also by a Surety agree to indemnify and
save harmless the OWner and all of its officers, agents and
servants against any claim or liability arising from or based on the
violation of any such laws ordinance, regulation or decrees,
whether by himself or his employees 0
If the Contractor shall discover any provisions in the Plans,
Contract, or these Specifications or any direction of the Engineer
or Inspector which is contrary to or inconsistent with any such
law, ordinance, regulation or decree; he shall forthwith report
its inconsistency to the Engineer in writingo
70 PERMITS M~ LICENSES
The Contractor shall procure all permits and licenses, pay all
charges and fees and give all notices necessary and incidental to
the due and lawful prosecution of work.
Be ASSIGNI~NT OF CONTRACT
No assignment by the Contractor of any principal construction
contract or any part thereof or of the funds to be received
thereunder by the Contractor, will be recognized unless such
assignment has had the written approval of the OWner, and the
surety has been given due notice of such assignment and has
furnished written consent theretoo In addition to the usual
recitals in assignment contracts, the following language must be
set forth:
HIt is agreed that the funds to be paid
to the assignee under this assignment
are subject to a prior lien for services
rendered or materials supplied for the
performance of the work called for in
said contract in favor of all persons,
firms or corporations rendering,,.,.such
services or supplying such materials 0 11
96 SUB-CONTRACTING
All sub-contractors shall be subject to the approval of the Owner
and the Engineer and no sub~contracts shall be let without such
approval 0
100 CONTRACTOR'S RESPONSIBILITIES
The Contractor shall furnish all necessary machinery, tools, labor
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and material of every character required, and shall fully complete
the work in accordance with the plan, specifications and detail
drawings, for the prices bido The entire work to be performed
under the contract for this improvement is to be at the Contractorrs
risk, and he is to assume the responsibility for and risk of all
damages to the work or to property adjacent to or on the line
of said worko The Contractor shall have charge of and be
responsible for the entire improvement until its completion
and acceptanceo He shall be liable for any defects which may
appear or be discovered on his worko
Whenever the Contractor is not prese~t on the work~ directions
will be given to the Superintendent or Foreman who may have immediate
charge thereof:; and shall by him be received and strictly obeyedo
The Contractor shall designate one person t~ho shall have charge
of the job and to whom the inspector shall give directionso If
any person employed on the \V"ork shall refuse or neglect to obey
the directions of the Engineer, or his duly authorized representa-
t i ve ~ in anything relating to the workJ or shall appear to be
incompetent9 disorderly or unfaithful, he shall, upon the request
of the Engineer, be at' once discharged and not again employed upon
any part of the worko
110 TERMINATION OF CONTRACTOR!S B~SPONSIBILITY
Except as other'iiiise provided for in these specifications and in
the Contractor$s Bond, the Contractor's responsibility on his
contract shall continue until final acceptance of his vrork by
the Engineer, such acceptance to be made promptly after final
completion of the 1i~ork, and thereafter until all obligations
contained in such contract shall have been fully performed by
the Contractor, according to the terms of the contracto
120 PROSECUTION OF WOR~
All dealings of the ~rner will be with the Contractor~ No 1tlork
shall be started until the Contract has been executedo
Definite notice of intention to start work shall be given to the
Owner at least five (5) days in advance of beginning the worko
Such starting time shall be within ten (10) calendar days after
the date of receipt by him of notice to proceedti The official
starting time shall be taken as the date on which the Contractor
is notified by the Engineer that he has fulfilled all preliminary
requirements of the OWner 0 The official completion date will be
calculated from the number of calendar days bet'V\Jeen the starting
date and the completion date or time allowed for completion}
uSing the offic ial starting da~te as hereinbefore defined 0 Should
the prosecution of the 'VJork for any reason be discontinued
temporarilYa by the .Contractor,9 with the consent of the Engineer,
he shall notify the Engineer at least twenty~fouri (24) hours
before again resuming operationso
.The Contractor shall submitp at such times as may reasonable be
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requested by the Enginee'r" schedules which shall show the order
in 'Vlhich the C9ntractor prop,oses to carryon the_.work, with dates
at which the Contractor will start the several parts of the
work, and estimated dates of completion of the several partso If
deemed necessary by the Engineer, he shall have the right to
change such schedule of qperation as requiredo
The work shall be prosecuted in such manner as to insure its
completion within the time set for it in the Contractc In case
of failure to prosecute the work in such a manner as to insure
its completion within the date specified, the Engineer shall
have the right to require the Contractor to place in operation
such additional force and equipment as is deemed necessaryo
130 LIMITATIONS OF OPERATIONS
In case of a dispute arising between two or more Contractors
engaged on the same work, as to the respective rights of each
under these SpecificationsJ the Engineer shall determine the matters
at issue and shall define the respective rights of the various
interest involved~ in order to secure the completion of all parts
of the work in general harmony, and with satisfactory results,
and his decisions shall be final and binding on all parties
concerned and shall not in any 'Vlay be a cause for claim for
extra compensation by any of the partieso
14,0 CONFORl1fIITY WITH PLANS AND ALLOWABLE DEVIATIONS
No deviation from the plans for the work or the approved working
drawings of the structures will be permitted without the written
order of the Engineere
150 CO~ORDINATION OF PLANS AND SPECIFICATIONS
This Contractor shall take no advantage of any apparent error or
omission in the Plans or Specifications, but the Engineer shall
be permitted to make such corrections and interpretati9ns as may
be deemed necessary for the fulfillment to the intent pf the
Plans and Specificationso
Any work not herein or on the plans specific~lly specified but
which ma~l be fairly implied or understood as included in the
Contract, shall be done by the Contractor without extra chargeo
Any ambiguity or discrepancy in the Plans or Specifications shall
b~djusted by using the best class of work or materials.
In the case of any discrepancy between the scale and ~figures on
all plans, draw1ngs~ etce, the figured dimensions shall governo
In the case of any discrepancy between the quantities shown in
the proposal and those shown on the plans, the plans shall pre-
vailo In case any other discrepancy occurs between the plans
and these Specifications, the decision of the Engineer shall be
decisive thereono
,;.70. GC
160 CONTRACTOR'S RIGHT TO REQUEST CHANGES
If the Contractor shall discover prior to or during construction
anything in the plans or specifications or in supplementary direc~
tions by the Engineer which in the opinion of the Contractor
appears to be faulty engineering or design, he shall forthwith
advise the Engineer in writing of the particularso It is under-
stood and agreed that, if no objection is raised by the Contractor
under the provisions of this paragraph, the Contractor waives any
right to contest the provisions of his Contract on the basis of
faulty engineering or designo
17e ALTERATIONS OF PLANS OR CHARACTER OF WORK
The Engineer is given the right as the work progressesjI to make
such alterations in the plans or in the character of the work
as may be considered necessary or desirable3 in order to complete
fully and perfect the construction of the worko Such changes shall
in no way invalidate the contract 0
The Contractor will be informed in writing of all or any such
alterations in character of work, before being ordered to perform
such worko After receipt of such noticeJ the Contractor will be
given a reasonable length of time to accept or to protest the
performance of work covered by such alterations. Should the
Contractor, after having been notified and before any agreement
has been reached, perform any of the work covered by such alterations,
it will be construed that he has accepted such alterations of the
worko
The plans and specifications show the work to be performedo
Construction conditions may require that minor changes be made in
location and installation of the work and equipment to be furnished Q
and other work to be performed hereunder and the Contractor when
ordered by the Engineer shall make such adjustments and changes
in said locations and work as may be necessary without additional
charge~ provided such adjustments and changes do not alter the
character, quantity or cost of work as a whole and provided further.
the plans and specifications showing such adjustments and changes
are furnished the Contractor by the Engineer within a reasonable
time and before any work involving such adjustments and changes is
made 0
180 INCREASED OR DECREASED QUANTITIES OF WORK
The Engineer is given the right to increase or decrease any or all
of the items specified in the Plans~ Proposal and Contract$ in-
cluding the elimination of one or more of such itemso
Such changes shall in nowise invalidate the Contracto
The ~~ner through the Engineer reserves the right to terminate the
Contract as it applies to the item or items in question and to
make such arrangement as he may deem necessary to complete such
item or items of worko
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No allowance for anticipated profits will be madeo
190 CHANGES IN THE WORK
The Owner $ to the extent authorized by law, may order extra work
or make changes by altering, adding to, or deducting from the work
without invalidating the, contract, and the contract sum will be
adjusted accordinglyo No such order for extra work or change shall
be valid unless authorized by official action of the Owner, and
communicated to the Contractor in writingo All such work shall
be executed under the conditions of the original contract, except
that any claim for extension of time caused thereby shall be
adjusted at the time of ordering such changeo
The value of any authorized extra work or change shall be determined
for purpose of compensating the Contract in one or more of the
following \V'a~ls ~
1) By unit prices names in the contract wherever such unit prices
are applicable to the extra work or change 0
2) By an acceptable lump sum proposed from the Contractoro
3) By force account paid for in the following manner~
a) For all labor and foreman in the direct change of the
specific work, the Contractor will receive the actual wages
paid for each and every hour that said labor and foreman
are actually engaged in such work, plus the cost of bond,
insurance 9 and taxes allowable to such wage cost, to which
cost shall be added 15% of the sum thereofo No charge shall
be made by the Contractor for organization or overhead
expenses 0
b) For all materials used the Contractor will receive the
actual cost of such materials including freight charges as
sho'VJn by original receipted bills, to which cost shall be
added ten (10%) per cent of the sum thereofo
~\There materials are not specifically purchased for "Force
Accountti work, but are taken from the Contractoris stock,
the Contractor shall submit an affidavit of the quantity,
price and freight on such materials in lieu of original bills,
and invoices $ This affidavit shall be approved by the EngineerQ
c) For any machinery, trucks, or equipment including fuel
and lubricants, which it may be deemed necessary or desirable
to use, the Contractor will receive a reasonable rental
price, for each and every hour that said machinery, trucks
and equipment are in use on such work~ and to which sum no
percentage will be added 0 Such rental price shall not exceed
the rates established by the AoGoC$ for this district for
comparable rentals and shall be subj'ect to the Engineersi
approval 0
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d) The compensation as herein provided shall be received by
the Contractor as payment in full for ltlork done by HForce
.Account" and said fifteen (15%) per cent for labor and said
ten (10%) per cent for materials shall be agreed to cover
profi t .9 superintendencep general expense$ overheadj bond
premiums, insurance ,and the use of small tools and equipment
for which no rental is allowede
e) The Contractor or his representative and the Engineer
or his representative shall compare records of vlfork on a
"Force Account Ii basis at the end of each da~D Copies of
the records she~ll be made in triplicate on~'1Force Acc.ount"
forms 9 provided fo:r this purpose by the Engineer and signed
by both partieso To all such claims for Force Account Works
the Contractor shall. attach receipted bills for$ or affidavits
Of~9 materials used and freight receipts covering freight .on
such materials useds and said claims shall be presented to the
Engineer for payment not later than the twentieth (20) day
of the month following tha t in which the ~lork" \'ias actually
performed and shall include all labor charges and material
charges insofar as they can be verified 0
Should the Contractor refuse or fail to execute the work as
directed.? or to submit his claim as required, the OTllner may
withhold payment of all current est,imat~s until the Contra~ctor Ss
refusal or failure is el1m1nated& ~~ a~~~'giving the Contractor
due notice the"" cnTlTner may make payment tor said 1tlork on a basis of
a reasonable estimate of the value of the work performed 0
20Q CLAIMS ~m PROTESTS
If the Contractor cla:iJns that any instructions by dra~lings or
othe~~ise to be unfair or involve extra cost under this contract
for Which he would cla:iJn extra compensation9 he shall give the
Engineer written notice thereof vii thin a reasonable time after
the receipt of such instructionss and in any event before
proceeding to execute the worka except in emergency endangering
life or propertY$ and the procedure shall then be as provided
for changes in the worke No such claim will be valid unless so
mad e 0
210 ,SUPERINT~IDENCE ~~ SUPERVISION
The Contractor shall keep on his work durin.g its progress a compec=
tent superintendent and any necessary assistantss all satisfactory
to the Engineero The superintendent shall not be changed except with
the consent of the Engineer unless the superintendent proves
unsatisfactory to the Contractor and ceases to be in his employo
The superintendent shall represent the Contractor in his absence,
and all directions given to him shall be as binding as if given to
the Contractoro Important directi'ons shall be confirmed in ~friting
to the Contractoro Other directions shall be so confirmed on
written request in each caseo
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The Contractor shall give efficient supervision to the work9 using
his best skill and attention~ shall carefully study and compare all
drawings)) specifications and other instructions and shall at once
report to the Engineer any error~ inconsistencY$ or omission which
he may discover,.9 but he shall not be held responsible for their
existence or discoveryo .
The Contractor will be supplied, by the Engineer, copies of the
Plans and Specificationso He shall have said Pla~and
Specifications available on the work, at all times, during the
prosecution of the workc He shall give the work his constant
attention to facilitate the progress thereof and shall cooperate
with the Engineer in setting and preserving stakes, bench marks,
etco~ and in all other'things that are necessary for satisfactory
completion of the work c~ntemplatedo
220 El\lGINEER ~ S STATUS
The Engineer shall have general supervision and direction of the
worko He is the agent of the Owner only to the extent provided in
the contract dOCUlllents and as authorized by lawo He has authority
to stop the work whenever such stoppage may be necessary to insure
proper execution of the contracto He is recognized by both
parties to the contract as the interpreter of the contract docurnentso
He shal13 within a reasonable time, make decisions on all claims of
the Owner, or the Contractor~ on all matters relating to the
execution and progress of the work~ or the interpretation of the
contract documentso The Engineer shall decide any and all questions
as to quality of material rurnished for the work~ and shall decide
all questions regarding the interpretations of specifications or
plans relating to the work9 and shall determine the amount and
quantity of the several kinds of work performed, and materials
furnishedj which are to be paid for under the contract 0 Any work
not specifically specified on the plans~ but which may be fairly
implied.? or understoodp as included in the contractp shall be done
by the Contractor without extra charge, and the Engineer shall be
permitted to make such corrections and interpretations as may be
deemed necessary for the fulfillment to the extent of the plans
and specifications 0 In the case of any discrepancy occuring
between the plans and specificationsp the decision of the
Engineer is finalo
230 I1JSPECTION OF 't^lORK
The Engineer and his represehtatives shall at all times have access
to the work wherever it is in preparation or progress" and the
Contractor shall provide proper facilities for such access and
for inspectiono
......;..~~;.;,:A1!~,:i~S-p.ector may be stationed on the work to report to the Engineer
as to the progress of the work and the manner in which it is
performed $ also to report when it appears that the materials fur~
nished~ or the work performed by the crontractor fail to fulfill
the requirements of the contract and to call to the attention of
~11 C) GC
.......
the Contractor any such failure or infringement 0 In case of any
dispute arising between the Contractor and the Inspector as to
the material furnished3 or the manner of performing the work,
the Inspector shall have the authority to reject materials or
suspend the work until such matter can be referred to, and
decided by the Engineer~ No advice which the Inspector may
give the Contractor shall be construed as binding upon the
OWner nor will such advice release the. Contractor from the
fulfillment of the ~erms of the contract 0
If the specifications9 the EngineerUs instructions9 laws~ ordinances~
or any public authorit.y require any work to be specially tested or
approved, the Contractor shall give the Engineer timely notice of
its readiness for the inspection~ and if the inspection is by
another authority than the Engineer$ of the date fixed for such
inspectiono Inspections by the Engineer shall be promptly m~de
and where practicable at the source of supplyo If, any work shall
be covered up without approval or consent of the Engineer$ it I
must, if required by the Engineer$ be uncovered for examination
at the Contractor&s expenseo
Re~examination of questioned work may be ordered by the Engineer,
and if so ordered, the work must be uncovered by the Contractoro
If such work be found in accordance with the contract documents,
the~iner shall pay the cost of re~examination and replacement 0
If such work be found not in accordance with the contract documents,
the Contractor shall pay such cost unless he shall show that the
defect in the work was caused by another Contractor3 in which
event the OWner shall pay the casto
24. DELAYS AND KJCTFl\JSION OF TIME
If the Contractor be delayed at any time in the progress of the
lluork by any act or neglect of the OWner or the Engineer or any
employee of either~ or by any other Contractor employed by the
OWnerS' or by changes ordered in the work9 or by strike9 fire
unusual delay in transportation9 unavoidable casualties or other
causes beyond the ContractorSs controls or by any cause which
the Engineer shall decide to justify the delay, then the time
of completion shall be extended for such reasonable time as the
~iner may decide, and the decision of the OWner shall be
binding on both parties and shall not be arbitrary.or unreasonableo
No such extension shall be made for delay unless claim therefore
is made in writing to the Engineer within seven (7) days after
the period of delay shall have commencedo The Contractor shall
not be entitled to extension of time for each one of several
causes of delay operative concurrently.9 but only for the actv..al
period of delays nor shall the Contractor be entitled to an
extension for causes of delay if one of such causes for which
extension is authorized aboveo The Contractor shall have no
claim for damages against the Owner for delay in performance
of the contract due to any act or omission of the O'V\fner or any of
its representatives, and his sole remedy on account there:of shall
be his right to apply to the Engineer for extension of time as
provided hereino
--12=- GC
250 CORRECTION OF WORK BEFORE FINAL PAYMENT
The Contractor shall promptly remove from the premises all
materials condemned by the Engineer as failing to conform' to the
contracts whether incorp'orated in the work or not and the Contractor
shall promptly replace and re-execute his o'tin t1Tork in accordance
with the contract documents and without expense to the OWner and
shall bear the expense of making good all work of the other
Contractors destroyed or damaged by such removal or replacemento
All materials not conforming to the requirements of these specifica-
tions shall be considered as defective and all such materials,9
whether in place or notj will be rejected and shall be removed
immediately from the right of way, unless otherwise perrnittedo
No material which has been rejected$ the defects of which have been
corrected or removeds shall be used until approval has been giveno
If the Contractor does not remove such condemned work and materials
within a reasonable time fixed by written notices the O'Vlner may
remove them and may store the material at the expense of the
Contractoro If the Contractor does not pay the expense of such
removal within ten (10) days thereafterJ the OWner may upon ten
(10) days written notice sell such materials at auction or at
private sale and shall account for the', net proceeds thereof, after
deducting all the costs and expenses that should have been borne
by the Contractoro
260 CORRECTIOI~OF ~lORK AFTER FINAL PAYMENT
Neither the final certificatep nor payment9 nor any provision of
the contract documents9 shall relieve the Contractor of respon-
sibility for faulty material. or workmanship~ and unless othe~1ise
specified he shall remedy any' defects due thereto and pay for any
da~age to other work resulting therefrom which shall appear within
a period of one year from the date of substantial completiono The
Ovlner shall give notice of observed defects with reasonable
promptness 0 All questions arising under this article shall be
decided by the Engineere
270 F A II;"{JRE TO COIVIPLETE ~\TOF..K 01\J TIME
The Contractor guarantees that he can and will complete the work
within the time limit stated in the Agreernent9 or within the
time as extended as provided elsevlfhere in the contract documents ~
Inasmuch as the damage and loss to the Ovlner which will result
from the failure of the Contractor to complete the work within
the stipulate,d times will be most difficult or :impossible of
accurate assessments the damage to the OWner for such delay and
failure on the part of the Contractor shall be liquidated at a
daily rate in an amount as specified in the Special Conditions for
each calendar daY9 Sundays and holidays included9 by which the
Contractor shall fail to complete the work or any part thereof in
accordance vV"ith the provisions hereof 9 and such liquidated damages
shall not be considered as a penaltyo The Owner will deduct and
retain out of any money due or become due hereunder the amount of
liquidated damages, and in case those amounts are less than the
amount of liquidated damages the Contractor shall be liable to pay
the difference upon demando -13<= GC
--....-::i.
"
Permitting the' Contractor tQ continue and finish the work or any
part of it after the time fixed for its completion~ or after the
date to Which the time for completion may have been extended,
'shall in no way operate as a waiver on the part of the Owner of
any of its rights under the contract8
Neither by the taking over of the work by the Owner~ nor by the
termination of the contract9 shall the Owner forfeit the right
to recover liquidated damages from the Contractor or his Surety for
failure to complete the contracto
280 THE RIGHT OF THE OVJNER TO DO THE ltJ"ORK
If the Contractor should neglect to prosecute the work properly,
or fail to perform any provision of the contract, the Owner after
three (3) days written notice to the Contractor, may without
prejudice to any other remedy the OWner may have, make good such
deficiencies and may deduct the cost thereof from the payment
then or thereafter due the Contractor, provided, however$ that ...
the Engineer shall approve both such action and the amount
charged to the Contractoro
290 RIGHT OF THE Ot~~ER TO DECLARE CONTRACTOR IN DEFAULT
In addition to those instances specifically referred to in other
articles herein, the Owner shall have the right to declare the
Contractor in default of the whole or any part of the work if:
1) The Contractor becomes insolvent; or if
2) The Contractor makes an assignment for the benefit of
creditors pursuant to the statutes of the state of
Minnesotaj or if
3) A voluntary or involuntary petition in bankruptcy be filed
by or against the Contractor; or if
4) The Contractor fails to commence work when notified to -do
so by the Engineers; or if
5) The Contractor shall abandon the work; or if
6) The Contractor shall refuse to proceed ~lith the w,ork when
and as directed by the Engineer; or if
7) The Contractor shall without just cause reduce his working
force to a number which; if maintained, would be insufficient,
in the opinion of the Engineer" to complete the work in acc'ord-
ance with the approved Progress Schedule, and shall fail or
reruse SUffiCiently to increase such working force when ordered
to do so by the Engineer; or if
8) The Contractor shall sublet, assign, transfer, conveyor
othe~lise dispose of his contract other than as herein speci-
f'ied ;or if
-14- GC
9) .A receiver or receivers are appointed to take charge of the
Contractoris property or affairs; or if
10) The Engineer shall" be of the opinion that the Contractor is
or has been wilfully or in bad faith violating any of the
provisions of this contractj or if
11) The Engineer shall be of the opinion that the Contractor
is or has been unnecessarily or unreasonably or wilfully
delaying the performance and completion of the work, or the
award of necessary sub-contracts, or the placing of necessary
material and equipment orders; or if
12) The Engineer shall be of the opinion that the work cannot
be completed within the time herein provided therefore or
within the time to which such completion may have been
extended; provided, however, that the impossibility of timely
completion is in the Engineer's opinion, attributable to
conditions within the Contractor's control; or if
13) The Engineer shall be of the opinion that the Contractor is
not or has not been executing the contract in good faith and
in accordance with its terms; or if
14) The work is not completed within the time herein provided
therefore or within the time to which the Contractor may be
entitled to have such completion extendede
15) Before the OWner shall exercise its right to declare the
Contractor in default b) reason of the conditions set forth
in items nQmbered l)~ 4 p 5), 6)~ 7), 10), ll)~ 12), 13)
and 14)~ he shall give the Contractor an opportunity to be
heardj on two daysS notice at which hearing the Contractor
may have a stenographer present; provided, however, that a
copy of such stenographic notes, if any, shall be furnished
to the OttJner 0
300 EXERCISE OF THE RIGHT TO DECLARE IN DEFAULT
The right to declare in default for any of the grounds specified
or referred to in Article 21 hereof, shall be exercised by sending
the Contractor a notice~ signed by the Engineer, setting forth
the ground or grounds upon which such default is declared.
31. QUITTING THE SITE
Upon receipt of such notice the Contractor shall immediately dis~
continue all further operation under this contract and shall
immediately quit the site, leaving untouched all plant materials,
equipment, tools and supplies then on the siteo
320 COMPLETION OF THE vvORK AFTER DEFAULT
The OWner, after declaring the Contractor in defaultJ may then
have the work completed by such means and in such manner, by
contract with or V'lithout public lett1ng,oroth.erwise, as it may
-15- GC
deem advisable, utilizing for such purpose such of the Contractor's
plant, materials, equipment $ tools and supplies remaining on the
site, and also such sub-contractors as it may deem advisableo
After such completion~ the Engineer shall make a certificate
stating the expense incurred in such completionj which shall
include the cost of reletting and also the total amount of
liquidated damages (at the rate provided for in the Specifications)
from the date when the work should have been completed by the
Contractor in accordance with the terms hereof to the date
of actual completion of the work~ Such certificate shall be
binding and conclusive upon the Contractor, his Sureties, and
any person claiming under the Contractor, as to the amount
thereofe
The expense of such completion, as so certified by the Engineer
shall be charged against and deducted out of such monies as would
have been payable to the Contractor, if he had completed the
work; the balance of such monies, if any I subject to the other
provisions of this contract, to be paid to the Contractor without
interest after such completiono Should the expense of such
completion, so certified by the Engineer, exceed the total sum
which would have been payable under this contract if the same
had been completed by the Contractor, any such excess shall be
paid by the Contractor to the Owner upon demand$
33. PARTIAL DEFAULT
In case the Owner shall declare the Contractor in default as to a
part of the work only, the Contractor shall discontinue such part,
shall continue performing the remainder of the work in strict
conformity with the terms of the contract, and shall in no way
hinder or interfere with any other Contractors or persons whom
the OWner may engage to complete the work as to which the Contractor
was declared in defaulto
The provisions of the clauses herein relating to declaring the
Contractor in default as to the entire work shall be equally
applicable to a declaration of partial default, except that the
OWner shall be entitled to utilize for completion of the part of
the work as to which the Contractor was declared in default only
such plant, materials, equipment, tools and supplies as had been
previously used by the Contractor on such parto
340 SCOPE OF PAYMENT
The Contractor shall receive and accept the compensation as
herein provided, in full payment for furnishing all materials,
labor, tools, ,equipment, royaltiesi fees: insurance, permits,
bonds~ etco, and fop perfor~ing ai, \~ o~~smplated and
embraced under the Gontract~ also for all a-os.s or damage
ariSing out of the nature of the work~ or> from the action of
the elements: until its final acceptance by the O1fner" and for
all risks connected \tt1th the prosecution 0f the work~ also for
all expenses i:ocurred bY!I or in consequen~ee of, the suspension.
-16- GC
or discontinuance of said prosecution of the work as herein
specified and for completing all of the work embraced in the
Contract 0
The Contractor shall under this contract price furnish and pay
for all material and incidental work, furnish all accessories,
and do everything which may be necessary to carry out the
contract in good faith, which contemplates everything completed,
in good working order, of good material with accurate workmanshipo
350 APPLICATION FOR PAYMENTS
The Contractor shall submit to the Engineer an application for
each payment verified as required by law for claims against the
Owner J and, if required3 receipts or other vouchers showing his
payments for materials and labor, including payments to sub-
contractors 0 Application for progress payments authorized by
the contract shall be submitted at least twenty (20) days before
each payment falls due3 and, if required, the Contractor shall,
before the first application, submit to the Engineer a schedule
of values of the various parts of work, including the quantities}
aggregating the total sum of the contract divided so as to
facilitate payments to sub~contractors, made out in such form,
and supported by such evidence as to its correctness as the Engineer
may direct& In applying for payments the Contractor shall
submit a statement based upon this schedule3 supported by such
evidence as the Engineer may direct, showing his right to payment
claimed 0 Payment claimed on account of materials delivered and
suitably stored at the site, but not incorporated in the work3
shall" if required by the Engineer, be conditioned upon sub-
mission by the Contractor of bills of sale90r s-uch procedure
as "{,~ill establish the title of the OWner to such material,.9 or
othe~vise adequately protect the interest of the Owner 0 The
Engineer will examine claims for payment promptlY3 and his
determination of the amount du-e on progress payment will be finalo
36~ P ARTIALP AYl'JlENTS
Unless payments are withheld by the Owner for reasons hereinbefore
statedj payment will be made at least once a month on a basis of
ninety (90%) per cent of the work done, provided the work is
progressing to the satisfaction of the Engineer 0
Monthly estimates may include the value of acceptable materials
required in the construction, which have been delivered on the
site of the work or adjacent railway siding3 and for which
acceptable provisions have been made for their preservation and
storage 0 From the total value of the materials so reported$ ten
(10%) per cent will be retainedo Such material, when so paid for
by the Owner, shall become the property of the OWnerJ and in the
event of the default on the part of the Contractor, the Owner may
use or cause to be used such materials in the construction of the
work provided for in the contracto The amount thus paid by the
OWner for materials shall go to reduce estLmates due the Contractor
as the material is used in the worko
i
-17- GC
Vouchers will be passed for payment by the Owner not later than
the tenth (lOth) of the following month, unless delayed by
requirements for examination or auditing by other authoritiese
370 CERTIFICATES OF PAYMENT
If the Contractor has made application as above, the Engineer
shall, not later than the'date when each payment falls dueJl issue
to the Contract-or a certificate for such amount as he decides
to be properly dueo
No certificate issued nor payment made to the Contractor, nor
partial, or entire; usep or occupancy of the work by the OWner,
shall be acceptance of the work or materials not in accordance
with this contracte
380 p AYMENTS ~IITHHELD
The OWner may withhold, in addition to retained percentages, from
payment to the Contractor such an amount or amounts as may be
necessary to cover:
1) Defective work not remediede
2) Claims for labor or materials furnished the Contractor or
sub=:tcontractorJ) or reasonable evidence indicating probable
filing of such claimso
3) Failure of the Contractor to make payments properly to
sub-contractors or for material or laboro
4) A reasonable doubt that the contract can be completed for
the balance then unpaid 0
5) Evidence of damage alleged to be caused by the Contractor
to other persons or property in connection with the work
under the contract for which claim has been or will be
asserted against the Contractorp the Owner or the Engineero
The ~~ner may disburse and shall have the right t~ act as agent
for the Contractor in disbursing sv~h ~nds ~s ha~e been withheld
pursuant to this paragraph t,o the p;ar_ (}F ~~t.!i..as whe are entitled
to payment therefrom9 but the ewne"r a~e'S rt~ <Duligati.on to make
su.ch disbursement 0 The Ot'lneJ? 1:1i11 re"n~t~r 150 t.Re Go~tractor a
proper accounting of all$~:,ch fUnds ciisburse,titi:~
390 FINAL INSPEGrnl~N
The Engineer ~lill make final i:r.rspe'ctionof all work inclu..ded in
the Contract or any portion thereofp as soon as practicable after
notification by the Contractor that such work is. nearing completionQ
If such work is not acceptable to the Engineer at the time of his
inspection, he will advise the Contractor in writing as to the
particular defects to be remedied before such work can be acceptedo
If, within a period of ten (10) days after such notification, the
-18- GC
Contractor has not taken steps to speedily complete the work as
directed, the Engineer may, without further notice and without
in any way impairing the contract, make such other arrangements
as he may deem necessary to have such work completed in a
satisfactory manner. The cost of so completing such work shall
'be deducted from any monies due, or which may become d~e the
Contractor on his contract.
.,
40. FINAL PAYMENT
Upon completion of the work and its acceptance by the Engineer,
the Engineer will prepare -a final estimate containing complete
quantities of each and every it~m of work performed by the
Contractor, and the value thereof, upon acceptance of said final
es-timate by the Contractor, the Engineer will certify in writing to
the Owner as to the completion and his acceptance of the work, and
to the entire amount and value of each and every item of work per-
formed in accordance with the terms of the contract 0 Unless as
herein provided, the Owner will accept the Certificate and Final
Estimate for final payment and will notify the Contractor and
his Surety or Sureties of the acceptance of the worko .~The
action of the Owner and the Engineer, by which the Contractor is
to be bound and the contract concluded according to the terms
thereof, shall be evidenced by the aforesaid Certificate and
Final Payment 0 All prior certificates or estimates upon which
payments may have been made are merely partial estimates and
subject to correction in the final payment 0
Before final payment is made for the work on this Project, the Con-
tractor must make a satisfactory showing that he has complied 'With
the provisions of Minnesota statutes Annotated 290..92 requiring the
withholding of State income tax for wages paid employees on this
Project. Receipt by the Clerk of the Village of a Certificate
of Compliance from the Commissioner of Taxation will satisfy this
requirement 0 The Contractor is advised that before such certifi-
cate can be issued, he must first place on file with the Commissioner
of Taxation an affidavit that he has complied with the provisions
of MoSoAo 290092. The required affidavit form will be supplied by
the Commissioner of Taxation, Centennial Building, st 0 Paul 1,
flJi nne S ota, on requesto
Final payment will not be made until the Contractor shall have filed
with the Owner evidence in the form of an affidavit and such other
evidence as may be required that all claims against him by reasons
of the contract have been fully paid or satisfactorily securedo In
case such evidence is not furnished, the Owner may retain out of
any amount due said Contractor sums sufficient to cover all claims
unpaid.
41. NO WAIVER OF LEGAL RIGHTS,
The Owner, or its Engineer, shall not be precluded or stopped by
any measurement, eitimate or certificate, made or given by them, or
by any of their agents or employees, under any provision or provi-
sions, of the Contract, any time either before or after the
-19- GC
completion and acceptance of the work and payment thereof pursuant
to any measurements, estimate or certificate, .from showing the true
and correct amount and character of the work performed and
materials furnished by the Contractor or from showing at any time,
that any such measurements, estimate or certificate is untrue or
incorrectly made in any particular or that the work or materials
or any part thereof do not conform in fact to Specifications and
Contract, and the OWner shall have the right to reject the whole
or any part of the aforesaid work or material, should the said
measurement, estimate, certificate or payment be found,.9 or be
known to be inconsistent with the terms of the Contract3 or other-
wise improperly given, and the Owner shall not be precluded or stop-
ped notwithstanding any such measurement, estimate, certificate and
payment in accordance herewith, from demanding and recovering from
the Contractor and his Surety such damages as it may sustain by
reasons of his failure to comply with the terms of the Specifica-
tions and Contract 0
Neither the acceptance of the Owner or its Engineer or any of their
agents or employees, nor any certificates by the Engineer, for
payment of money, nor any payment for, nor acceptance of the whole ~i.
.!
or any part of the work by the Owner, or its Engineer, nor any
extension of time, nor any possession taken by the OWner or its
employees~ shall operate as a waiver of any portion of the Contract
or any power herein reserved by the Owner, or any right to damages
herein provided, nor shall any waiver of any breach of the Contract ~'
....:
be held to be a waiver of any other or subsequent breacho
42. DEFENSE OF CLAIMS OR SUITS
The Contractor shall inde~~ify and save harmless the OWner and all
of its officers, agents, and employees, from any and all loss,
d arnag e s ..9 expenseJ including cost and expense and attorney!s fees
of litigation arising from all suits3 actions9 or claims of any
character, name and descriptions brought for, or on account of any
injuries or damages received or sustained by any personJ or persons
or property by or from the said Contractor or by or in consequence
of any neglect in safeguarding the work, or tb~ough the use of un-
acceptable materials in constructing the work or by or on account
of any act or omission, neglect or misconduct of said Contractor, or
by or on account of any claims or amounts recovered for an~r infringe-
ment of patent, trademark or copy right, or from any claims
or amounts arising or recovered under the uWorkmenvs Compensation
Law", or any other law, bylaw, ordinance, order or decree and so
much of the money due the said Contractor under and by virtue of
his Contract as shall be considered necessary by the Owner may be
retained for the use of said Owner3 or in case no money is due
his Surety shall be held until such suit or suits, action or
actions3 claim or claims, for injuries or damages~ as aforesaid
shall have been settled and suitable evidence to that affect
furnished to the ~inero
The unauthorized use by the Contractor of public or private
property for any purpose may be considered an injury or damage to
the property so usedo
-20- GC
No monies, payable under the Contract, or any part thereof except
the estimate for the first month, or period, shall become due
and payable, if the Owner so elects, until the Contractor shall
satisfy the said Owner that he has made a satisfactory settlement
for all materials and equipment used in or upon the work and labor
done for the preceding month in connection therewitho
43. PATENTED DEVICES~ MATERIALS AND PROCESSES
If the Contract requires, or the Contractor desires, the use of
any design, device, material or process covered by letters patent
or copyright, trade mark or trade name, he shall provide ~or such
use by suit~ble legal agreement with the patentee or owner and a
copy of said agreement shall be filed with the Villageo If no such
agreement is made of filed as noted, the Contractor and the Surety
shall indemnify and save harmless the Owner from any and all claims
for infringement by reason of the use of any such patented design,
device, material or process, or any trade mark or trade name or
copyright in connection with the work agreed to be performed under
the Contract, and shall indemnify the OWner for any costs, expenses
and damages which it may be obliged to pay~ including cost, expense,
and attorneyis fees incident to litigation by reason of any such
infringement, at any time during the prosecution or after the
completion of the work4
440 MATERIALS
Unless otherwise specified all materials shall be new, and. both
workmanship and material shall be of good qualityo The Contractor
shall, if required, furnish satisfactory evidence as to the kind
and qu~lity of materials or tools used by himo
The source of supply of the materials to be used shall be approved
by the Engineer before delivery is startedo The approval of the
source of any material will stand only so long as the material
itself."conforms to the specificationsQ Only materials conforming
to the requirements of these specifications shall be used in the
worko The source of any material shall not be changed at any time
without the written approval of the Engineer 0 The Contractor may
be required at any time to furnish a complete statement of the
origin; composition and manufacturer of any or all materials
required in the work, or to submit samples of the same 0
Materials shall be stored so as to insure the preservation of their
quality and fitness for the work and such materials, even though
approved before storage, shall be subject to test and must meet
the requirements of these specifications at the time it is proposed
to use them in the work. Materials shall be stored in a manner
that will facilitate inspectiono
The portion of the site or right-of-way not required for public
travel may, with the consent Df the Engineer, be used for storage
purposes, and for the placing of the Contractor's plant and
equipment; but any additional space required, unless otherwise
stipulated, shall be provided by the Contractor at his expense 0
-21- GC
All materialsp supplies~ and articles furnished shall~ whenever
so specified$ and otheft~ise wherever practicable, be the stand~rd
stock products of recognized reputable manufacturerso
From the commencement of the work until the completion of the same,
the Contractor shall be solely responsible ror the care of the
work covered by this contract and for the materials delivered at
the site intended to be used in the work and all injury or damage
to the same from whatever cause, shall be made good at his expense
before the final estimate is madeo He shall provide suitable
means of protection for and shall protect all materials intended
to be used in the work and all work in progress as well as completed
\~orke He shall take all necessary precautions to prevent injury
or damage to the work in progress of construction by flood~
freezing or from inclemencies of the weather at any and all---times
and only approved methods shall be used for this purposeo
vJhen tests of materials are necessary, such tests shall be made by
and at the expense of the Contractor unless other1'iise provided" The
Contractor shall afford such facilities as the Engineer may require
for collecting and forwarding samples, and shall not use the
materials represented by the samples until tests have been made and
the materials have been found to satisfy the requirements of these
specificationse The Contractor in all cases shall rurnish the
required samples without charge 0
All materials not co~orming to the requirements of these specifi~
cations shall be considered as defective and all such materialsJ
whether in place or not, will be rejected and shall be removed
. -~... immediately from the right-of~way, unless othervlise permittedo No
material which has been rejected, the defects on which have been
corrected or removed$ shall be used until approval has been giveno
If the Contractor does not remove such condemned work and materials
within a reasonable time fixed by written notice, the Village may
remove them and may store the materials at the expense of the
Contractoro If the Contractor does not pay the expense of such
removal within ten days thereafter, the Village maY$ upon ten daysg
written notice.,9 sell such materials at auction or at private sale
and shall account for the net proceeds thereof9 after deducting
all the costs and expenses that should have been borne by the
Contractor 0
The Contractor shall promptly remove from the premises all
materials condemned by the Engineer as failing to conform to the
contract; whether incorporated in the work or not and the Contractor
shall promptly replace and re-execute his own work in accordance J
with the Contract Documents ~~lithout expense to the \lillageand shall
bear the expense of making good all ~Jork of the other Contractors
destroyed or damaged by such removal or replacement;
45& DEFECTD7E 1AI0RK
All work not conforming to the requirements of these Specifications
shall be considered as defe,ctive and will be rejectedo The
e=22~ GC
" .~~..
'~;'~,,;
..
. .
Contractor shall remove and renew or repair all such defective
work as ordered, in writing, by the Engineero
Should the Contractor fail, or refuse to remove or renew any
defective work performed previously, or to make any necessary
repairs in an acceptable manner and in accordance with the re-
~llrements of these Specifications, within the time indicated in
\qri t ing.9 the Engineer shall have the authority to cause the un-
acceptable or defective work to be removed and renewed or repaired
at the Contractor's expense 0 Any expense incurred by the Owner
in making these removalsJ renewals, or repairs, which the
Contractor has failed or refused to make, shall be paid for out
of any monies due or which may become due the Contractor, or may
be charged against the "Contract Bandit deposited; and continued
failure or refusal on the part of the Contractor to make any or all
necessary repairs promptly, fully and in acceptable manner shall
be sufficient cause for the Owner at his option, to purchase
materials, tools and equipment, and employ labor or to contract
with any other individual, firm or corporation to perform the
worko All costs and expenses incurred thereby shall be charged
against the ContractorJ and the amount thereof deducted from any
monies due or which may become due him under this contract3 or
shall be charged against the It Contract Bond il deposited 0 Any
work per.formed, as described in this paragraph, shall not relieve
the Contractor in any way from his responsibility for the work
performed by himo
The Owner ,shall also have authority to take over and use defective
work without compensation to the Contractor when the Contractor
fails or refuses to rebuild such faulty worko
460 PROTECTION OF THE WORK
The Contractor shall furnish, erect and maintain good and sufficient
lighted barricades at all approaches to the work and as necessary
to protect the work and the publico He shall protect all portions
of the improvements from damage or defacement, and shall keep
all traffic and extraneous loads off from the several parts of the
improvement for the periods of time herein specified or as required
by the Engineer 0
Where the work is carried on in9 or adjacent tO$ any street, alley
or public place, the Contractor shall at his own expense furnish
and erect such barricades, fences, lights and danger signals
and shall provide such watcD~en and shall take such other
precautionary measures for the protection of persons and property,
and of the work, as are necessaryo Excavations in or adjacent
to public streets or alleys in which water stands more than one (1)
foot deep shall be securely barricaded with snow fence so as to
prevent access -by small children at all times work is not being
carried on at the site of excavationo Barricades shall be painted
in a color that will be visible at nighto From sunset to sunrise,
the Contractor shall furnish and maintain at least two (2) flashing
amber lights at each barricadeo A sufficient number of barricades
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shall be erected to keep vehicles from being driven on or into
any work under constructiono The Contractor shall furnish watch~
men in sufficient numbers to protect the workc
When a detour is necessary because a street is blocked by the work
the Engineer shall designate its route and the Contractor shall
furnish and post detour signs of type and size as required by the
Village~ at places designated by the Engineero
~{hen existing sewers have to be taken up and removed, the Contractor
shall at his own cost and expense provide and maintain temporary
outlets and connections for all private or public drains and sewers 0
The Contractor shall also take care of all se1iage and drainage
which will be received from these drains and sewers; and :for this
purpose he shall provide and maintain, at his own expense, adequate
pumping facilities and temporary outlets or diversionso The
Contractor at his own expense shall construct such troughs, pipes,
or other necessary structures, and be prepared at all times to
dispose of drainage and sewage received from these temporary
connections until such time as the permanent connections are built
and in service& The existing sewers and connections shall be kept
in service and maintained under the contract9 except where
specified or ordered to be abandoned by the Engineero All 1tJ"ater
or sewage shall be disposed of in a satisfactory manner so that
no nuisance is created and so that the work under construction
will be adequately protected 0
At all shaft sites and on all open cut workJ the Contractor shall
provide and maintain free access to fire hydrants; vlater and gas~_
valves, manholes and similar facilitieso Gutters and v.lateF\t.J'ays
shall be kept open or other satisfactory provisions made for the
removal of storm waterc
The Contractor shall provide at his own cost and expense all
methods for adequately draining the work and shall assume full
responsibility and liability for damage to any persons or
property resulting from such damageD No separate compensation
will be paid for sub-drains, or other methods of drainings but
the cost thereof shall be merged with such contract pay items
as are provided in the proposal and contract 0
No trees shall be cut except upon the specific authority of the
Erlg1neer 0 Trees adjacent to the work shall be protected from
all damage by the construction operationso
47& DAMAGE TO EXISTING IIVIPROVE1'tIENTS
All damage done to existing improvements during the progress of this
improvement shall be repaired by the Contractor under the direction
of the Eng1neero Such repairs shall be made according to the
requirements of the standard specifications of the Village for the
various types of improvements or classes of work requiredo
The Contractor shall be entirely responsible for the protection
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of all improvements that are not designated by the Engineer to be
removed for proper construction of the projecto
480 PROTECTION AND RESTORATION OF PROPERTY
Where the work passes over or through private property, the Village
will secure right-of~way or easemento The Contractor shall not
receive any extra compensation or be entitled to any extras
because of delay on the part of the Village in obtaining right-of-
way or easemento
The Contractor shall not enter upon private property for any purpose.
without having previously obtained permission from the Ownero The
Contractor shall be responsible for the preservation of~ and shall
use every precaution to prevent damage to all trees, shrubbery"
plants, lawns !) fences$ culverts, bridge.9 pavements, driveways,
sid eVtralks j etc 0'; all water.9 sewer and gas lines; all conduitsp all
overhead pole lines or appurtenances thereof; and all other public
or private property along or adjacent to the worko
The Contractor shall notify the proper representatives of any
public utility, corporation., and company or individual$ not less
than forty-eight hours in advance of any work which might damage or
interfere with the operation of their or his property along or
adjacent to the work~ The Contractor shall be responsible ror all
damages or injury to property of any character resulting from any
act, omission9 neglect or misconduct in the manner or method of
executing the work~ or due to his non~execution of the work, or
at any time due to defective work or rnaterialso He shall restore,
or have restored at hisovln cost and expense; such property to a
condition similar or equal to that existing before such d.amage or
injury was done, by repairing, rebuilding, or otherwise restoring
as may be directeds or he shall make good su~ch damage from injury
in a manner acceptable to the Village or the Engineere In case of
f~ilure on the part of the Contractor to restore such property or
make good such damage or injurys the Engineer may, upon forty~eight
hoursi written notice under ordinary circumstances and without
notice \rJhen a nuisance or hazardous condition results" proceed to
repair, rebuild, or otherwise restore such property as may be
determined necessary, and the cost thereof will be deducted from
any monies due to the Contractor under this contract and if not so
deducted, the Contractor viiIl be Obligated to forthwith reimburse
the Village for the cost thereofe
Prior to construction~ the Contractor shall obtain field locations
or other assistance as may be required to determine the existance
and location of gas main and other private utilities as well as
public utilities of the Village, County or state which may be under-
ground or overhead within street and highway right~of=way or within
easements and \~hich may be interfered with under this contract 0
Existing underground$ surface3 or overhead structures are not
necessarily shown on the plans, and those shown are only approxi=
mately correct and no responsibilit'y i"s assumed by the Village or
the Engineer for the accuracy of locationo The Contractor shall
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make such investigations as are necessary to determine the extent
to which existing structures may interfere with the work contemplated
under this contracto
The sizes, locations and depths of such structures as are shown
on the plans and profiles are only approximately correct and the
Contractor shall satisfy himself as to the accuracy of the
information givene
The Contractor shall not claim or be entitled to receive compen-
sation for any damages sustained by reason of the inaccuracy
or the omission of any of the information given on the drawings,
relative to the surface, overhead, or underground structures or
by reason of his failure to properly protect and to maintain
such structureso
The Contractor is to exercise extreme care in crossing or working
adjacent to all utilities and shall be responsible to protect and
maintain their operation during the time the work is in progresso
The Contractor shall restore, at his own expense, any public
structures such as water mains, water connections and appurtenances,
sewers~ manholes, catch basins and sewer connections which are
damaged or injured in any way by his actse
The Village shall be indemnified and saved harmless from any suit
or e~penBe claim brought for or on account of any damage, main~
tenance, removal and/or replacement, or relocation of mains,
conduits, pipesj poless wires3 cables or other such structures of
private utility firms or corporationsJ whether underground or
overhead, that may be caused or required by the Contractor during
the time the work is in progresso However, in cases where the
alignment!} as shown on the plansJ coincides with the existing
location of either an overhead or underground privately owned
utility (installed and located in accordance with a permit issued
by the Village) so that3 in the opinion of the Engineer~ the re-
location of said utility is required to complete the installation,
the Village shall provide for such relocationo
490 PRIVILEGES OF CONTRACTOR IN STREETS.? ALLEYS AND RIGHTS~OF-WAY
For the performance of the contract, the Contractor will be
permitted to occupy such portions of streets or alleysp or other
public places, or other rights-or-way, as shown on the plans~
or as permitted by the Engineer 0 A reasonable amount of tools,
materials and equipment for construction purposes may be stored
in such space, but not more than is necessary to avoid delays
in the construction. Excavated and waste materials shall be piled
or stacked in such a way as not to interfere with spaces that may
be designated to be left free and unobstructed, nor inconvenience
occupants of adjoining property. Other Contractors of the Village
may, for all purposes, required by their contracts, enter upon
the work and premises used by the Contractor3 and the Contractor
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shall give to other contractors of the Village all reasonable
facilities and assistance for the completion of adjoining worko
Any additional grounds desired by the Contractor for his use
shall be provided by him at his own cost and expenseo
~Ihere the work encroaches upon any right~of~way of any railway
or state or County Highway.9 the Village will secure the necessary
easement or pe~mit for the worko Where railway tracks or such
highway are t~~be crossedj the Contractor shall observe all the
regulations and instructions of the railway company and Highway
Department as to methods of doing the workj or precautions for
safety of property except the right~of-way~ shall be made by the
Contractor at his expenseo The Contractor will not be paid
direct compensation for such railway or highway crossingp unless
so provided in the special provisions and proposalo
500 WORK ]]\j STORrJ1S
The Engineer shall have the right to stop work during rain or snow
storms and all freshly placed work, unless otheTI~ise protected3
shall be protected by canvas or other suitable covering in such
a manner as to prevent running water from coming in contact with
...l... Sufficient covering shall be provided and kept ready for this
~vo purpose 0 The Contractor will not be entitled to extra compensation
for work so stopped or delayed by the Engineer 0
510 NIGHT 1tJ"ORK
Work shall be done at night only in the case of emergency and only
upon the direction of the Engineero The Engineer has the right to
order work to be carried on at night, if in his opinion, it is for
the best interest of the Villageo Work performed after dark shall
be adequately illuminated, and suitable and sufficient lighting
facilities shall be provided for this worko No extra compensation
will be allowed the Contractor for work under this itemo
520 USE OF EXPLOSI\~S
If it is necessary to use explosives in the performance of the
\tV'ark, the Contractor shall take out permits and comply with all
the la't'is, ordinances and regulations governing sameo He shall
fully protect all completed works as well as all overheads surface
or underground structures and shall be liable for any damage done
to the \t/ork or to other structures on public or private property
and injuries sustained by persons, by reason of the use of
explosives in his operations 0 Explosives s'hal1 be handled.9 used
and fired only by experienced meno All firing shall be done by
electricitYG All explosive supplies shall be safely stored and
protected in an approved mannero All such storage places shall be
marked ,clearly tlDANGEROUS C:I EXPLOSDTES it 0 Caps or other exploders
shall not be stored at the place where dynamite or other explosives
are storedo
530 NOISE ELIMINATION
The Contractor shall eliminate noise to as great an extent as
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possible at all timeso Air compressing plant shall be equipped
with silencers and the exhausts of all gasoline motors or other
power equipment shall be provided with mufflerso
540 WATER
The Contractor shall make arrangements with the proper Village
officials and/or private parties for obtaining any water which
may be neededo
55e SANITARY PROVISIONS
The Contractor shall comply with all laws, rules and regulations
of the state and Local Health Authorities and shall take the
necessary precautions to avoid unsanitary conditionso
Suitable sanitary conveniences for the use of all persons employed
on the workj properly screened from public observation" shall be
provided and maintained by the Contractoro
560 FOSSILS
If any fossils or treasure or other unusual or valuable geological
rormations are found in the progress of excavating3 such fossils,
treasure or samples of geological formations shall be carefully
preserved by the Contractor who shall convey such items to
Engineer 0 These items shall become the property of the Villageo
570 ACCIDENT PREVENTION
Precaution shall be exercised at all times for the protection of
persons (including employees) and property 0 The safety provisions
of applicable laws, building and construction codes shall be
observed 0 Machinery" equipment, and all hazards shall be guarded
in accordance with the safety provisions of the Manual of Accident
Prevention in Construction3 published by the Associated General
Contractors of America, to the extent that such provisions are not
in contravention of applicable laws.
580 uOR EQUALu CLAUSE
vlhenever in any of the contract documents any article, appliance3
device or material is designated b~l the name of the manufacturer
or vendor or by any proprietary name and such name is not followed
by the 1tlords nor equal u.9 it shall be deemed that such words nor
equal It do follow such designation,. unless the context clearly
requires a contrary constructiono Any article or material ;
equalling the standards fixed may be used in place of that )
specifically mentioned by the specificationsJ providing that the
material proposed is first submitted to and accepted by the Owner
or his authorized representativeo
590 LABOR
None but competent labor shall be employed on this vlorko Wl1.erever
mechanical work is required~ it shall be performed by skilled
lab or 0
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Th.e foreman or other person directing the work shall be competent,
sober J and reliable, and shall extend every facility to the
Engineer to enable him to properly discharge his duties, and shall
furnish such help as may be necessary to facilitate the inspection
of materialSe
The Owner reserves the right to require the removal of any parti-
cular workman or workmen on the job, if in the judgment of the
Engineer, it shall be for the best interests of the work that
such particular workman or workmen be removed 0"
\iherever possible, local workers shall be given preference over
~ported workers, providing that they are equally competent at
the work applied foro
The Contractor will not be allowed added compensation for any
work performed on Saturdaysj Sundays or Legal Holidayso
600 DISCRIMINATION ON ACCOUNT OF RACE, CREED, OR COLOR PROHIBITED
IN CONTRACT
UEvery contract for or on behalf of the Village shall be deemed ;
to contain provisions by which the Contractor ~greesoeoOOOOOO&.o
(1) Tha t 9 in the hiring of common or skilled labor for the
perforrnanceof any work u..nder any contract, or any sub-
contract hereunder, no contractor, material supplier, or
vendor, shall, by reason of race, creed, or color dis-
criminate against the person or persons 'tAJ'ho are citizens
of the United states who are qualified and available to
perform the work to which such employment relatesg
(2) That no Contractor, material supplier, or vendor shall, in
any manner~ discriminate against, or intimidate, or prevent
the employment of any such person or persons, or on being
hired.9 prevent, or conspire to prevent, a.ny such person or
persons from the performance of work under any contract
on account of race, creed or color~
(3 ) Any violation of this section shall be a misdemeanor~ and
(4) That this contract may be cancelled or terminated by the
Village$ and all money duea or to become due hereunder,
may be forfeited for a second or any subsequent violation
of the terms or conditions of this contractoTt (Section 181059
Minn~ota statu"tea)
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610 SITES TO BE KEPT CLEAN ""-,4.....
The Contractor shall clean and keep clean from waste" materials
or refuse resulting from his operations, the site of work, the
streets, the work and pUblic., property occupied by himo Equip-=
ment not usable on the work ~hall be promptly removed and the
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adjacent premises maintained in a neat and orderly condition
at all timeso Advertising signs in general will not be
permitted on ,the worko
Upon completion of the \'lork'~and before acceptance and final
payment shall be made, the Contractor shall remove from the street
and adjacent property~ all surplus and discarded materials~
equipment.9 rubbish and temporary structures; restore in an
acceptable manner all property~, both public and private, which
has been damaged during the prosecution of the work; and shall
leave the site in a neat and presentable conditiono
620 MEASUREMENTS
Before ordering any material or doing any work~ each Contractor
shall verify all measurements and shall be responsible for the
same 0
No extra charge or compensation will be allowed on account of
difference between actual dimensions and measurements indicated
on the drawings; any difference which may be found shall be
submitted to the Engineer for consideration before proceeding
with the worko
Uo So Standard Measures will be used in the measurement of all
work acceptably completed and such measurements will be used as
a basis for the computation of the quantities of ltfork performed 0
Linear measurements will be taken horizontally on all work
except structures which will be measured according to the neat
lines shown on the plans or as orderedo ~fhere work is to be
paid for by units of lengths areaJ volume or weightJ only the
net amount of work actually done, as it shall appear in the
finished work and measured as hereinafter specified shall be
paid for, local customs to the contrary not withstandingo For
the estimating of quantities in which the computation of areas
by geometric methods would be comparatively laborious3 it is
stipulated and agreed that the planimeter shall be considered
an instrument of precision adapted to the measurement of such
areas 0
630 GUARANTEE
The Contractor shall be held responsible for any and all defects
in workmanship9 materials and equipment which may be developed in
any part of the entire installation furnished by him, and upon
written notice by the Engineer shall immediately replace and make
good without expense to the Village any such faulty part or parts
and damage done by reason of same, during the period of one (1)
year from the date of final acceptance of the installationo
Should the Contractor fail to make good the defective parts
within a period of thirty (30) days of such notifications, after
written notice has been given him3 the Village may replace these
parts, charging the expense of same to the Contractoro
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SPECIAL CONDITIONS FOR .SANITARY' SEWERS
.-::: .';-Ta ble.:;'of<: OOn te n t s
~",..... ~ J ~
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Art.icle Page
lQ 'General 1
20 Location. 1
30 Scop~ ,of Work 1
40 Method"'of P~ocedure 1
50 Materials 1
60 Construction Stakes, Alignment. and Gra-des 4
70 Exc'avat ion and Preparation of Trencn ,5
8 Q' Pipe FounEla t;idns 6
.9"0 Pump'ingand Bailing 7
10c Rock Excavation 7
110 Unf;oreseen Underground Qbstructioris 8
1241 Blasting 8
130 Shee t 'ing and Brae ing 8
140 Temporary Bridges a:nd" Crossings 9
150 Railfoadand Highway Crossings 9"
160 Installations of Sanitary Sewer and" APpurtenances 10
170 Backfilling and Grading 14
180 Infiltrat'ion and Inspection 16
19a Restoration of Ground and Road Surfaces 17
200 Re .s.t ora t ion ofS"od" " Tre,$ S " Dr-i"V,'e,W~~^,,3.' 'Cl~r~,
'..: ...~....~, ".~....., :..:..... ..:. . "."'+ ^~ ..:.:. ... -.+. .":. .y.. "'.".-. ."." ....~...". .,... ". . .....-.IJ.... .", .,:~,.:.. .0";". . ~ 171.
. .~nq_ Sidewalk
210 Gas Service 18
220 Worlananship and Clean~up 18
23J) ltlethodsQf Measurement and Payment 18
SPECIAL PROVISIONS
FOR
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SANITARY SE~~JER AND APPURTENANCES
VILLAGE OF NEW HOPE, r/IINNESOTA
10 GENERAL
The General Conditions and the Special Conditions as embodied in
these Contract Documents shall be applied to all work and materials
to be furnished under these Special Provisions.
2~ LOCATIOl'J
The sanitary sewer and appurtenances to be constructed and installed
under this contract are located in the Village of New Hope, Hennepin
County J IVIinnesota as ShOitJD on the plans and drawings 0
3. SCOPE OF tvORK
The work to be done u11der this contract shall illclude the fu.rnishing
of all material, labor, tools and equipment to C011struct complete
in place the sanitary sewer and all appurtenances as shown on the
drawings and as specified herein and in accordance with all
pertinent requirements of the Minnesota Department of Healtho
This Contractor shall do the excavating of all kinds of materials
encountered) furnish or compact foundations where required, fu.rn 181'1
all.d install all timbering, sheeting and bracing necessary or
proper to safely support all work, remove all water, protect,
repair, relocate, maintain and restore all sub-surfaces, s1J~rface
and overhead structures directly or indirectly disturbed, i11j 1.J.red
or affected by his operations) backfilling and furnish all other
appurtenant items and services necessary or specified 0
40 ~lliTHOD OF PROCEDURE
The Contractor shall perform his work in such a manner as to cause
the least interfere11ce and delay to such other vlork as may be 111
progress at the tin1e by other Contractors 0 The Contractor shall
notify the Engineer in writing of his intentions to commence 1.-Jork
at least five (5) days prior to his moving onto the site.
Prior to the start of any work, the Contractor shall submit in
writing to the Engineer for approval, a schedule of procedure and,
after once approvedj he shall not deviate from it without written
permission from the Engineer. The schedule of procedure shall
essentially indicate the number of crews to be employed~ locations
of work for each crew, time schedule and sequence 'of moves and
other pertinent information as required by the Engineer 0
5. rr1ATERIALS
The materials used in this work shall be all new and shall conform
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to the requirements forclas-s, k1\J and size for ~ater1~lS aa
specified belowo The Contractor::i;::lall submit in writing alis,t
of materials to be' furnishedshowi:~.p.g the manufacturer and
designation of all items,s~id lis\, to be approved by the
Engineer prior to installatione ",
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A~ Clay Pipe ~
Clay sewer pipe shall conform to the~requ1rements of Standard
Specifications for Extra Strength Cl,a';y Se~ler Pipe, AoSoToM.
Designation C200-59T or C278-6oTo A:L'l. clay pipe to bea minimum
of three (3) feet in length~ ~
"_\
Eo Re'ipforced Concrete Pipe "
Reinforced concrete pipe shall conform t~,p the requirements of the
Standard Specification for ReinforcedConpreteCulvert, storm
Drain and Sewer Pipe, AoS"ToMo Designation C76ciD6oT for Classes
II, III, IV and Vo
Class II pipe shall be used wherever there is twelve (12) feet or
less of cover over the top of the pipe} Class III pipe shall be
used wherever there is more than twelve (12) feet, but less t11an
eighteenr(18) feet of cover over the top of the pipe; Class IV
pipe shall be used 'VJherever there is more than eighteen (18) feet J
but less f than thirty-two - (32) _ f'eet of cover over the top of _L?~pej
and Class V pipe shall be used wherever there is more thanl.rh~rty-
two (32) feet of cover over the top of pipeo
All concrete pipe shall be a minimum of ,six (6) feet in length
unless the Engineer gives permission to use shorter lengths"
All pipe shall be clearly marked showing the proper position ~jhen
layedo
Pipe strength classifications may only be used wit~ the cover and
depth brackets des'cribed above J listed on the Proposal Form and
shown on the plans if the trench vlidthis in strict accordance
with Arti'cleNoo '7 UExcavationancl Preparati,ou' ,o:f Trerlchu or
these Special Provisionso
When conditions require concrete pipe other than specified above,
Spec tal Strength Reinforced Concrete Pipe conforming to the
requirements of Standard Specification 3236 of the Minnesota
Department ofHigh~qays for Classes VI through XI ~ay be sulb'st1tu,ted
upon permission of the Engineer 0
Co Rein.forced Concrete Bends
Both long and short rad ius re inforced concrete 'b~wg' 'shal1",,~;tz>.nform
to the requirements of the Standard Speciri'c,atlen:s,'for Re1n~~J:1Qed
Concrete Culvert, storm Drain and Sewer Pipa~. A__S,41]f~(Vl~ Des1~tion
C76-6oT for Classes III, IV and V 0 .,. \
Class III bends shall be used iwV'herever there is eighteen '(l'~'J" reet
0r less' of cover over the top of pipe; Class IV bends shall /be' used,
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whereveJ ~he~ is more than eighteen (181 feet but less than tbirty.
blo (32" feet of cover over the top of p pe} and "Class V bends shall
beU6ed,whe~ver there is more than thUOtyc=two (~) feet of cover
OVer the top of pipe.o
P1pest~ngth 61assifieat1ons may only be used with the cover and
depth brackets desc:ribed above}) listed on the Proposal Form and
shown on the plans1fthe trench width 1s in strict accoroance with
Article Noo 7. "Excavation and Preparation ef Trenchtl of these
Special Provisionse
De Cast Iron Pipe andF1tt1n~s
Cast iron pipe shall be Class 150 and conform to the requirements
of Federal Specifications WW-P-421b with wall thickness 1n con=>>
formance with the requirements of A&SoAe Law of Design A2101 for
the laying condition and depth of cover Fequ1rede All joints shall
be mechanical joints in accordance with A.SeAo Specification A21ell
with plain rubber gasketse
Cast iron f1ttingsshall be Class 250 for sizes up to and including
twelve (12) inches and Class 150 for sizes fourteen (14) inches
and larger. Fittings shall conform to the requirements of AeSQAo
Spec1.f~cation A21010o
Allp~pe and fittings shall be tar coated inside and outside.
E~ Ductile Iron Pi~
DUet~ile iron pipe sa 1 be Class 150 and conform to the applicable
d1lnensions9 weights and tolerances of Federal Specification
W@P~21b for cast iron p1peo Ductile iron shall be grade 00-45--10
and shall be tested in accoroance with AeSoToMoSpec1fication
A.339=55~ All pipe shall be tar coated inside and outside.
Ductile iron sewer pipe 1nstalledonpi11ng under this eont:ract
shall have the following minimum wall thickness when the depth
afcover over the pipe is 12 feetorless8
Diameter D<>IePo Minimum Wall Thickness
~
6 100 Class 23
8 1rio Class 22
10 ine. Class 2~
12 ino Class 22
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When the depth of cover over the pipe exceeds 12 feet, <the (fiass
wal1:~h1eknesa shall be iDe M8 S ed' aa.. s-pppoved by,tbe Eng1ne~ G
F.. Vitrified Clay Pitt~
All clay fitt1ngsf) wyes,ouble wyes, teQS and bends shall be of
the same pipe classification as the pipe to ~h1eh they are attached
or connectedo The spur diameters of all wyes shall be 6 1no
unless othe~1se noted on the plans or d1~ected by the Eng1neerQ
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G. Jointing Materials . .
(1) Clay Pipe
Clay pipe joints shall be made with materials having resilient
properties in conformance with AoSoToMo Designation C425-60T for
Type I and Type III.
(2) Concrete Pipe
Jointing materials shall be rubber gasket, cement grout and fabric
diapers. Rubber gaskets shall be Press Seal or approved equalCJ
Diapers shall be Mar Mac or approved equal.
.(3 ) Cast Iron and Ductile Iron Pipe
Joint material shall be plain rubber gasket withmechanlcal joint.
H. Precast Concrete Manholes
Precast concrete manhole sections shall be manufactured to standards
at least equal to or greater than the requirements of the Standard
Specifications for Reinforced Concrete Culvert, Storm Drain and
Sewer Pipe, A.SoT~Mo Designation C76-59T for Class II, the inte~nal
diameter shall be forty-two (42) inches. Precast top and lower
sections for manholes shall conform to requirements as shown on
detail drawings. Covers shall bear the word U Seweru on the to,p..
I. Manhole Castings
Castings for manhole frames and covers shall be not less than
class 35 of gray iron" free from all injurious defects and flaws
in conformance with Federal Specification QQ-I-6S2a. All castings
shall conform to the dimensions shown on the detail drawings and the
total uni t weight shall not be less than th;~\, minimum weightspeci-
fied on said drawingso All covers must fit closely in the rings
in any and all posit,ions, and, when placed in the rings, must
fit to the ring solidly in all positions, so there will be no
rocking from pressure applied on any point on the cover.
J. Manhole steps
Manhole steps shall be cast iron, manufactured from hi-test metal
having" a minimum tensile strength of 35,000 pounds per square inch.
steps shall be as shown on the detail draWings.
6. CONSTRUCTION STAKES.9 ALIGNMENT AND GRADES
All work under this contract shall be constructed in accordance
with lin~s and grades shown on the drawings and as established by
the Engineers. These lines and grades may be modified by the
Engineers as provided in the Contract. The Contractor shall
furnish at his own expense such materials and render such assistance
as may be required for setting lines and grade stake, batter boards,
templates, patterns, platforms, reference points, or other marks
or points of line or grade 0
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He shall gl\fe the Eng1neerssuffieient notice o-r h1s need .tor the
establishr.aent of line and grade 8,0 that the Eng1neersmay have
time to provide sameo After lines and grades for any part of
the work have been given by the Engineers, theContractorw111 be
held respons1blefor the properex'ecut1oI1 of the wo~k tO$uch
lines and grades and all stakes or other marks given shall be
protected and preserved by him until authorized to remove them
by the Inspector 0 The Contractor shall at his own expensel
correct any m1stakesthatmay be caused by their unauthorized
disturbance o~removalo 6f11e Engineers may r~,'quire that work be
suspended at any t:1:me when for any reason such marks cannot be
properly tollCfifede
No additional compensa.tion shall be allowed the Contractor for
anycla1ms of crews be1p~ held up because of lack of line and
grade stakeso
7oE.t""{CAV ATION AND PREP .ARATIOii OF ~(T.d
5fhe trench shall be dug to the alignment' and depth shown on the
plans and only so far in advance of pipe line as the Engineer
shall permit 0 The sides of the trench shall be sloped ana/or
braced and the trench drained so that workmen can work l:lafely
anaeff1eientlyo It isessent1.al that the discharge pumps be
la1dto naturaldra1nagechanne15 or to drain aewerso
In all case~ where the s-ewer alignment 1s lGcated so that space
and access 1s ve~ l:im1tedt,ith respect to the safety and welt~
of adjoiningbu11dings~sueh as a property line between houseS$)
tbeeontractorshalld1seontL~ue open trench excavation and
shallj ackthe pipe in place tor an adequate length to safeguu~
settlement and daniage'to these adjacent structures at no.extra
co~nsationo
~e trench wlaths at the top of the 'excavation may varydepend1ngi
upon the depth of trench and the nature of the materi~alen=
Cft~~t;eredo However, the maximum allowable 'FJidth of trench at
the level of the topp1pe in place shall be as follows g
~e .S1zes ~,Ins1de ..D1~ters !fJ.dth of Trenoh at'lo>> of P1~
33i1i and Le,8S Out~1(led181Aeteror plpe+ 1."
36fi' am Larger Outside dialAeterofp1p;ecJtf 24n
,"'
For trench ~idths at the top of pipe greater than spec:ttied. in
the paragraph abovea the Contractor may-propose alternate~trength
of pipe. to depth otcover :relationships other than those specified
under A.~icle}ioo 5 ~Mater1alsfor Sewers~ of these Special Pro-
v1s1on,8f}llsted on the ProposalForDl or ShOlm on the planso
Such proposals BUst be subm1ttedto the Engineer for approval in
wr1~:L.'Qg and with pertinent pip,elJtrength and soil weight data
aDd. proposed trench width at the top of pipe at least fourteen
(l~) days prior to the aesire4const:ruct1ondate 0 No extra
e~en8at1on 5hall be allCf~ed ter any increase 1-'1 material or
coutrattct1Qrl costs created by alternate pla~ 0
c=5~ Spe=SS
j'-
Ybe t]Perren ,shall ~a bottam confgrm1ng to the gmde tD .h1c,ft
trzep1pe is to be la1da !he pipe shall be laid upon .~ 8011$
eut true and even so tha't the barrel ofth.e pipe will bavea be8?'fS
ing "Cor its full lengtho If e~eavat1on is made below grade$} it
shall be backfll1e'd with well tamped pit FUn sam .gr f1negrevel
asappr-oved by the Engineer at no add1t1onalexpenseto 'tlte VUlagetl
Bell holes shall be dug at the ends of each length at pipe tel
permit proper jointingQ Excavations fo~ manholes anQothe~
st~etures~hallhaveone rootmini.ImJ.m-ele~aneeon allslaest)
lJ:heContractor= shall provide without additional compensation
suitable tell'1J;),o~aJ!7 channels for any water that may flow aloBg OF
across the site of the wOr'ka !he excavated material shall be
placed on one side of the trench except l^lhen permitted by the
Erig1neer to use both sides 0 All material shall be Boplacedas
not to obstruct any drain or gutter~ or to unnecessarily obstruet
any. passagewayo
All surplus materialsh,all be removed by the Coritraetor and d1sa:J
posed of as directed by the Engineer, within haul distance not to
exceed two miles one tfay..at no additional (Jompensationo
80 PIPE FOUNDATIONS
If the. Contractor encounters unstable soil not sUitableforbedd1ng
of pipeS) he shall noti.fy the Englneero As directed by the Engineer,
he shall remove and replace all unstable material with stabi'lizat1on
material as may be ordered by the Engineertl) The Contractor will
not be paid extra for such additionalexcavationj) butltiill be paid
for each additional yard of base stabilization material at the unit
prige b1do Material for base stabilizat10nshall be two ineh binQe~
stone or pit run gravel$ as determined by the Engineero
If the Engineer considers that clay pipes as shown on the plans a is
not su1tablefor the subgradesoilcondition,.9 he may order the
Contractor to install cast1ron pipe in l1euof clay pipe to be
placed on rock stabilized subgrade or on piling as specified belCWQ
If the Engineer shalloroerpiling to be placed~ the Contractor \
\
shallfurnishp drive and place all said pileso Piles sha,ll be
drivenvertleally in exact position at loeatiQnsgiven by Eng1aee~o
Piles which may become shifted must be r>emoved and good piles
driven in their places.)' oradd1tional piles put in asdireeted by
the Eng1neer l.fithout additional expense to the O\fner~
.~e~ pUiQ~ shall w.ee,\i- the requ1rementsof th~ Minneap:olis Bu11diftg
Codes Section 1504c9 (adopted November 29$ 1957) for full'leligth
p~e.ssure treated wood pileso Dimensions forwooo piles shall be as
toll~3Sg
~6~ SP ~SS
\
t
Le3th .... 1'to R1!lo Butt D1am =r 1ne Hmo TifP D1amo Q) 1De
or iesf! -io' . '8 '
20 -e= 30 11 8
30 Or' DlOre 12 8
Diameters shall be determined bydiv1dingthe circumference b1
3014 or byaverag1ng the measured mu~ --and m1n1m\tl) e
Acc\1rate __record. of allpU1Ilgshall ,be kept by to"m&~ 1ft
charpandeopies ofeame provided the _1nG,e~o
P11esshall be sound aoo8011d.. and tree trosan)Y defects It'Moh
may materialll _~1r the1ratrength oJ:tdvab111tYQ ~7 mat
besostra1ght that when a line is4~n trom the center ottbe
butt to the center of the tOPa the line \fill be within tbe b041
of the pile and shall have ~ un1tormtapertrolK-tlle tcpto the
butt 0
PUea shall be capped -and cradles proVided 1naoco~arAce with the
detail draw1ngso Cape andcradletJ3Mll l),(t p~8eure t~atMlo
ke P'€J:MPDiG Ai'ID BAILDiG
--_~._~ -contractorshai,ls - ,at h18 -ownex.penHa pump 01' otbeftl,188
~ water wbicb. mayex1st1n the tN!ielle_ and'8bS&11 form all
or other wo~b neee1aS~ tor keeP1ri8 the Gcavs.tlonclear otwate.
during prO.gre83 of: the worko In case of ~iD&f!landor other .bad
p:'~lJthe woraJctlhallp~ocGedda" D1&ht it tbe"_ineer 80
d~ct~o
lOe ROCitEXCAV AfIOli
IfMn the' tNnOb ~~arr1edthroughrock.9 otuc,avatlon
., shal,l be6 1no belotl 'outsl4e b~lot the p1pe8 tittlDp,
andotbe~ ~ppur'te:fi~'Ce8 0 Adequate clearance fbrpr'opel~ly J o1nt1Dg
PlPe la14 ~~ trenCMs shall be provided belllhole8 ~ Bard
shall b'~lbaclttill.d tUIPed to p~()per srade betore the p1pta itS
laid 0 1f14~b excavation shall be computed O~ abu1aef a
ti . tOo
uniform ~ :L~cheBgreat\tZ' thin tne outa1dedl~ter of the
hub~ or b~llsof pipe 0
Ro'ck a'Ecavationtl$Mll bedeflned ae ~emoval otall bou14ere larser
than 1/3 cubicm at ~Ck8 concretes O~
_I\~ trl&t aft a1ror blut1qto .:re~ (>
:/
.Looaea8ott or difJintegratedl ~hale or rock in its D.atu~al stat..;
malo~ oreonc~ete which can be economically removed without a1r
~ or DleatinS w111 be olals1t1edas GGloole ~Ck1i5 and no
a4dit1onal w111 be prov1ded tt:lr of th111
~etero
110 .~~IIS~. VD~O~ ~:uzmCfIQBS
~ "..~~1)er, ae Iltoneoreonc~te till
orothermu4ade obstnct10DB to the n~l prosrea~of theu'ea~
vat1or1a other thu ut111tr I1nesa shall be clus1t1edu "bmov1ng
<=1 QJ SP~S
Unforeseen Obstructionsnt) i'fhe removal shall be paid for at the
unit price of theprop'osal$ or if not so bid, at actual cost plus
15 percentj' as provided in the General Co~itionso
120 BLASTING
EKplosives shall be kept ina safe place marked UDangerous t! p rec=
mote from buildings" structures or place,s ltlhere an explosion could
endanger life or property 0 Caps or exploders shall be kept in a
differentlocat1ono All work with explosives shall be done in
such a manner as not to endanger life or propertyo :rIle method of
storing and handling explosive and inflammable materials shall
conform with all federal, state and local laws;Jby-laws,and
regulations 0 Existing sewers~ watermains and other structures
shall be protected from the effect of blastso Heavy mats must
b:e used if needed to prevent flying of rock or frozen eartho
IJ:ne Contractorshal19 at his ownexpensefJrestore to its original
condition any property or utilities damaged byblasto
130 SBEETlliG ANDBRAC ING
TheC,o.ntractor9 to prevent the distur~bing or settlement of adjacent
road surfaces~ foundations, structuresf) or railroad tra,cks or other
improvements :; shall furnish and place all sheeting and bracing
necessary to good ~Jorkingconditions acceptable to the Engineers
and to prevent damage and delay to the worko Th~ Contractor shall
be responsible for thestrengthandsuf:riciencyofal1 sheeting and
bracing 0 Should the Engineer decide that the sheeting and bracing
at any point is inadequateorimproperlyconst:ru.cted, he may order
additions..l sheeting or bracing to be placed at the Contractoras
expense 0
Bracing shall be so arranged as to provide ample working space
and so as not to interfere with the work and so as not to place
a..71ystrain on the structures being constructed until suchstruetures
are~ in the opinion of the Engineerf}of ample strength to withstand
suchstraino Allsheeti:q.g and bracing$ unless otherw'ise specified
or ordered to be lef't in place by the Engineer,9 shall be installed
and removed from the~fork at no additional compen~ationo No sheet<=
ing^ and bracing shall be removed until the construction ha~s prOC<b
ceeded far enough to provide ample strength in the opinion of the
Engineers 0
Any damage to the work under this contract or to adjacent structures
or property caused by settlements water or earth pressures, slides;)
caves or other causes due to failure or lack of sheeting and brae=-
ing or improper bracing or through negligenceQr fault of the
Contractor in any manner shall be repaired by the Contractor lfgithout
delay at his expensec
\tlhere the trench is not located near existing utilities~ buildings
or other structures and where water and other conditions permit"
the Contractor may 'tAli th the approval of the Engineer ~ omit sheeting
and br,acing of the excavationo In this event;! he shall excavate
~8= SF ~SS
? "
, '
--
a space of sufficient 'size to p~ov1de adequate space for the e,on;:
strl1cti.on work so as to preventslldiOg or,~'eavi1'lg of the banks ,,'.'
into the area wit111n the lines of strtlctur$'s,~
!ftI.sOontractor shall leave in place to be imbedded in the backfill
of the trench allsheet1ng and bracingetcob which the Engineer
may direct in writing to be left 1nplace for which the Contractor
shall be paino In addition to thatsl'ceeting and bracing mentione'd
abovea the Contractor may also leave in place>> to be imbedded in the
back.f111 of thetreneha any sheet1l'~ and brac1ngwhichhe may consider
necea.sary to prevent injury to persona/} structuresjcor'porations
or property:; whetherpr1vateorpub11ca for vhi,ch he assumes the
entire end sole liability for any damage which may be caused by the
1n5tal1ation" and for lfhich he shall receive no payment or extra.
compensation 0
Boaheet1ngand bracing which is within 3 fto.of the surface of the
ground may be left in place in the trenchw1thoutwr1tten pertn1ss1on
from the Engineer 0 Whensheet1ngand brac1ng have been ordered
left in ~lace 9 payment for sa.rne ahall include the upper 3 f't 0 or
Hcutc:toff. section of the sheetingo
140 ~O:8.ARYBRIOOES AND CROSSINGS
1&e .lJontioact:or.. shall co~tJ7dUct and maintain temporary bridges and
crostSingsa complete with tlagmen9 wherever neoeesaI'Y to expedite
the wor>k or to maintain traffic () :remp()r~ br1dgesor crossing
shall be of ample size to safely-carry the load which may come
upon them asdeterrn1ned by tlleEngineer 0 The cost of all labore
material" tools and equipment for temporary bridges andcross1nge
s~.Jlll be borne by the Contractor>> and no separate lOr additional
- payment will be madetheretoro
15 e. . FlLtILROAD AND HIGml AYCROSSmGS
~ing the con8tJ.V't1ct:lonor~'work uri.derneath 8ndalongside railroad
tracks and County orSt~te Highrfays, the Contractor shall conduct
all his operations with due caution in regard to the safety of lives
and property and for the maintenance of railroad and hi~jay traff1co
.~ Rethooand oonstrllct ion required. for any work under or adJ acent
to railroad trace andh1ghwayashall be in accordance with the
respective railroad or hi.&~ay department LVlvolved 0 The railroad
aDJJlof! highway deplirtment may provide such 1nspector'~ or watchmen
a~J) in their opinions ~ requ'...red, the expenfje of which shall be
paid for by the Contractore .The 'Engineert5hal1 make all arzoangee=
menta therefore with the above named concernSJi and the Contractor
shall notify the Eng1.neer in writing at le~st fifteen (15) days
before proceeding with any work on or under 8a1dproperty concerned,
stating the time ana place where 1rH~ shall interfere w1ththe above
company's propertyo In those CIUBef5 where the issuance of a pel-v.mit
..... to do work in the abov~de81gnated r1ght~fc=Va7~requ1res ca,sh
depofJlt or bOOObtM Contractor shalltum1zh lIaid cash deposit or
bond 0
c=9 Q) SF ==S,g
... "",. ",...~
~ :ti
16&, _ m~!A;LLA'f,ION pF SAN.IfARY SEWER AND APP1!R~fUlO~;, _-
:Proper :unplements, tools and fac111tiessatJ.sfacta~;ttc ~~e h81neef
shall be provided and used by the Contractor for tnea,ta at\d con-
venient prosecution of the worka
Pipe and other materials shall be unloaded and dist:ributea: tin 'the
job j_na manner approved by the Engineer 0 In no aaeesha~1rtlat~tf1alS
be thrown or du.mped from the truck 0 All materials t\nlo,aded1nan
unsatisfactory manner shall be rejected and work sha:&,.~ bea~~ed
until such materials have been examined by the Inspeot()r ana
approved 0 The Contractor shall furnish the necessa~ait1ia'tanoe 1n
such examination of materials 0
Sa.nitary sewer materials shall be carefully lO~jeredinto tranchp1eoe
by piece by means of a derrick, ropes or other suitable to~leiQr
equipment $ in such a manner as to prevent damage to ma'b@rials' and
protective coatings and liningo Under no circu.mstancessn.all sanit~ry
sewer materials be dumped into the trencho
Ao Laying and Bedding of Pipe and Fittings
B"eforeloweringand while suspended" the pTpe shall be inspected
for defects and rung with a light hammer to detect any craeka,
Any defectivejdamagedor u..nsound pipe shall be rejected ~
All fore,ignmatter or dirt shall be removed from the inside of
the pipe before it is lO\fered into its position in the tr@~cb.~
and shall be kept clean by approved means during and afteJ? la~ing\1
All openings along the line of the sewer shall 'be securely cl$sed
as directed in the suspension of work at any time suitable
stoppers shall be placed to prevent earth or other su'bstaL"1.cea frQm
entering theSeltler 0
All pipe shall be be,ddedas per Class B bedding~ unless othen~16e
directed by the 'Engineer 0 Class B is that method of bedding
trench conduits in which the conduit is set on fine granu~J'
ma.terialsin. an earth fou.ndation carefully shaped tro fittne
lower part of the conduit exterior for a width of at least 60~
of the conduit breadtho The remainder of the conduit is ent'iC1s1y
surrounded to a height of at least one foot above its top by
granular materials carefully placed by hand to fill completely all
spaces under ,and adjacent to the conduit" The fill istamp6jn!
thoroughly on each side and under the conduit as far as pract1eS:ble
in layer:snotexceed ing six incheS in thickness 0
In th.eevent that suitable, fine granular and granulcir materi9s1
is n'otencountered during the normal excavation of the sew-ar t,renoh
or when the material ,encountered is determined unsuitable by the
Engineer for backfilling around the conduit as required for Class 18 ~.~
Bedding.}) the Contractor shall provide and place such approved
material (sand fill) as required at no extra compensation"
-10- SP=SS
Pipe laying shall proceed upgrade with the tongue or spigot ends
pointed in the direction of the flowo No pipe shall be laid in
water or when the trench conditions are unsuitable for such 1rlork"
except by permission of the Engineerso
This Contractor shall make all of the connections of pipe to the
manholes which have previously been cOl}::ltructedo He shall receive
no extra compensation for connections..~to capped. stubs or cv~tting
into present manholese For completing drop sections for drop man-
holes Contractor shall be paid as per unit price bido
Bo Jointing of Pipe and Fittings
(1) Concrete Pipe
The rubber gasket shall truly conform in size to the tongue
end of the pipe and shall be cemented thereto with material suitable
for this purpose so that it will be held f~rmly in place during the
assembly of the pipee The gasket shall be cemented to the tongue
of the pipe not less than twelve (12) hours before the pipe is
laid 0
Cement grout shall be one (1) part Portland Cement to titlO (2)
parts clean sand~ free of lumps!) and mixed lr'lith suf.ricient water
to make a pourable consistency of thick creamo
Diapers shall be made from suitable fabric of sufficiently close
weave to prevent the loss of cement from groutJ but shall not be
waterprooffJ Diapers shall be hemmed on each edge, with a steel
wire or straps inserted ready for applicationo Cotton fabric
diapers with round steel wire and 8 inch 11\lidth shall be used on
pipe of 33 inch I oD 0 or smaller 0 Bur lap fabric d iapers 1~ i th 3/8
inch steel straps and 9 inch width shall be used on pipe of 36 inch
IeDo or larger 0 Wires shall be securely fastened by t1tlistingopposite
ends together with pliers and straps shall be tightened ltiith tensionc=
ing tool and secure with a crimped seale
After a pipe has been laida the trench bottom directly adjacent
to the joint location shall 'be-undercut to a width and a depth
sufficient to allow for full expansion of the grout filled dia=-
pert) The diaper shall then be secured to the bell or grooved
end of the pipe in place by clinching one tie-~rire or strap and
the diaper rolded back out .of the way ~ After the spigot or
tongue of the next pipe is properly in place and the pipe pulled
home;; the diaper is pulled across to span the joint and the
second tie-=-~lire or strap is securely clinched around the barrel
of the pipe just laid 0
The diaper shall be poured completely full of cement' grout until
the diaper becomes taut and convex around the entire circumference
of the joint!) The pour shall be made from one side until the grout
flows under the bottom and rises on the opposite sidee The pour
may then be completed from bothsideso In hot dry weather, clear
c=ll- SP ~SS
...: J
.;.t
~
~
'i1ater may be poured into#j1aper to wet the pipe circumference prior
to pouring the joint groftt. No backfill shall be placed about the
joint until the diaper iscornpletely J?oured full of grout.
The annular space inside the pipe shall also be filled with a
relative stiff mortar mix of one (1) part Portland Cement to two
(2) parts clean sand and the joint made smooth.
(2) Clay Pipe
Flexible compression joints, as specified, shall be applied to clay
pipe and fittings at the factory and materials shall be ready for
installation at the job site.
When installing clay pipe with the flexible compression joint, the
bell and spigot surfaces should be oleaned of dirt and foreign
matter. The surface of the joints should then be painted with a
lubricant sealer. Position the top or one ~ide of the spigot joint
into the bell end of the pipe previously laidan'd push the pipe
home 0 For larger diameter nipe, a lever with a wooden cushion
block, a sl1.ovel or "a: bar" may be"used to shove the joints in place.
The slight pressure used to shove the joints together contributes
to the tightness of the joint because it keeps the precision
mating surfaces in tightconta,ct wi th each other and thus exerts
a pressure on the inside of the bell and the outside of the spigoto
l3) Cast Iron or Ductile Iron Pipe
Cast iron pipe shall be jointed wi th mechanical joints usin.g rubber
gaskets 0 Jointing shall be done in accordance wi th "Notes on
Method of Installation" included in AoSoAQSpecificat1on A21.11for
a mechanical joint.
c. House Services
It shall be the duty of the Contractor to cooperate with the Village
and keep an accurate record of service connections as to location,
depth to top of connection, type of connection provided, etc.
Location shall be made in respect to the nearest manhole center
downgrade from the service 0 This record shall be kept jointly by
the Contractor and Inspector on forms to be provided by the" Engineer 0
Sewer services shall be located at least 10 fto, measured horizon-
tally, away from existing water services and for the most con-
venience to the benefitted property.
At all points unless otherwise designated by the EngineerJ the
Contractor shall construct six (6) inch vitreous clay service
for h01.1Se connections and shall extend such connections to the
property linect "'men directed by the Engineer, the~ Contract'or will
substitute six (6) inch cast iron pipe in lieu of vitreous clay
for services 0
Wherever possible, house connections shall be kept to a minimum
depth of ten (10) feet over the top of the pipe in the street and
not less than nine (9) feet over the top of pipe at the curb line
- 12 - sP-ss
and shall extend on a straight line grade to the property line,
unless othe~jise directed by the Engineere
"Where the depth of cover over the top of the sewer pipe in the
street is twelve (12) feet or more, the Contractor shall construct
the service connections up the side of the trench to a minimum
depth of cover over top of pipe of ten (10) feet and extend the
service horizontally to the property line with minimum depth of
cover over top of pipe of nine (9) feet, at the curb line as
described above 0
All house connections shall be capped by a vitreous clay stopper
sealed firmly in place or other method approved by the Engineer
which will prevent any water entering the sewer until the
connection is placed in serviceo
The Contractor shall provide all necessary w:)res, tees or crosses
for cOIi.necting'services to vitrified clay or cast iron sewer
lines at the contract unit pricesc Tee or wyeconnections to
reinforced concrete Se1iler lines shall be provided at no additional
compensation 0 If necessary, provide necessary 611 bends to bring
services to proper location and elevationo
At the end of all house connections9 two feet behind the curb
line, the Contractor shall furnish and Bet at no additional
compensation a 2u x 2H .x 8 i long 1floodenstake.9set vertically to
n-ho 12" D th d D
'trl~'C.. :in ~"Ol.. e grou..n sur.L ace 0
D 0 I\~ar1ho 1 e s
Excavation shall be to a depth and size to provide for construction
of the manhole as Sh01ftTn in detail on the plans 0
Reinforced concrete base for manhole construction shall be of
size and depth as shown on detaildravlings 0 Concrete used for
this purpose shall consist of one part Portland Cement, two parts
c.lean&, sharp sand $1 and four parts graded coarse aggregate 0 I'1aterial
used for this purpose shall be subject to the approval of the
Engineer 0 Base shall be poured on undisturbed eartho 1tlalls shall
be of precast concrete 0 Rein~orcing steel may be eliminated from
base only by permission of the Engineero
Manhole frames and covers shall be set to the designated elevation
in a full mortar bedo Provide not less than two nor more than nine
concrete adju..sting rings or rows of brick between frame casting and
precast manhole topo The bottom of all junction manholes shall
be shaped to conform to the pipe so as to al1o~1 a free, uninterrupted
flow of sewageo
lrffierever drop manhole sections are left for future cons tructionp
the drop shall terminate at the vertical stack (no tee)
approximately 12 i beloltl the road surface 0 These drop sections
and all stubs shall be tightly capped with an approved capo Drop
manhole sections to be immediately connected under this contract
==-13 - sp-=ss
or t}lase reqU1r1figea~p-ped' stubs p as noted on the pl&1s~- .shall "be
constrJlcted 'complete with tee's'ection as detailed 0
2+0 BACIui'_:U,~fJ AND. GRADING
AIl' exea-'ira.tiQn in ti.rencn.essha11 be baekfil1ed to the original
..grouoo'surface,orto sttchgrades:as specir1edorshmfnon the
dral-lings (; The back.r~1.11ingshal1 begin as s'oonas practical after
the p1.one z,-as been placed and shall thereafter be carried on ,as
z:rapid"lya,s the .proteationof the balanae of trz.e- work Willpel111'it.. f
:Backfilling. shall ;be done as complet,ely as possible so a's to
prevent aftersettle'ment.9compacting the materials to atta.lll
complete :filling and using the best materials available for this'
purpose.1l free from boulders. o'rstoneso Deposit:tngQf the backfill.
shall be done so the shock of falling material will not injure the
structure 0 Grad ing o'verand around all parts of the tlork shall b,e
dqne as directed by the Engineerso
ComjUetecleant'tp sJ:t.allproceed directly behind thebackfillL"'1g to ..
aceoIm1!odat.e the retu.rn to normal condition.so Should the Cont:ractol'J)
L.YJ. the. EI1gineerllsO""'pinion~ fail to dil.igentlYPUF"gu,e the backf111=
:L7lg andcleanup.9 the amount of 'open trench at any on~ time shall
be ,limited to 600 loft) and the amount of \fork on which eomple,te
cleanup has not been aceomplishedsrall be limited to Ij>-OOOle>.fC)
lfhe Contractor shall have sufficient e,qu1pmenton the job to assu:re
timely backfill and cleanup at all timeso
:fhelower portion or the trench around the pip,e shall be backfilled
in accordance with the requirements forClassB B,eddingo Granular
materi~9 r-J7ee from ro'cksand boulders;! shall becarefullyplaeed
by hand:s:Lmultaneouslyonboth,sides o.f the pipe to a height of at
le.a.stone foot above the top of the pipe toeompletely fill all
spaces "Lmder and adjacent to the pipe 0 Backfill sha.llbe tmnped
thor~y on each side and under the pipe as far as practicable
inlayers not exceeding six inches in thick:n.e6so In the event
thatsuitable,$Jgranular material is ,noteneountered during the
normal excavation of t~hese'trler trench or '[firhen the ,.m,aterial en~
eountered isdetermi.71ed unsuitable by the Engi:neer for back:.filling
ar-ound the conduit as required above;l the Contractor shall proviae
and place such approved material (sand fill) as reqv~~ed at no
extra .compensationQ
Sueceedlng layers of backfill may containeQ~iSe materials~ but
shal1 be free from piecesofrock~ frozen materia19concrete~
roo.i;s~ . stumps$} tincans3 rubbish andothers:Lmilar articles 'Vlhose
p~e,sence in the backfillp in the opinion of the Engineerb Tft10uld
,cause settlement of the trench90r damage to thepipe-o ~Jo black
d1rt,~loamor Qt~:r unsuitable materials shall -be used as back<=
fill in the top four (4) ft oof water main trenches lyiD~ in the
paved portion of the streeto Under no condition shall lumps of
br-'Oken blacktop or other such material of a size lar~e!" than two
(a) inches in diameter be placed in the upper one (1" fto, of the
finished gradeo
c:>>14=- SF =;ss
D After the trenches for the ~eWer lines and services have been
backfilled and graded$ they shall be compacted with an approved
vibratory compacting roller or other approved mechanical means
over the full width of the excavated areao Compacting shall con-
tinue until no further settlement.occurso In addition to the
blading and maintenance requirements specified under this article,
the Contractor shall also be required to adequately control dust
on the streets after compaction and grading when directed by the
Engineer.o When so directed by the Engineer3 the Contractor shall
provide one tank tru.ckof adequate size with spray bar or other
suitable equipment for sprinkling streets which shall be available
at all times for street maintenanceo If in the opinion of the
Engineerj the Contractor is not maintaining adequate dust control
l'lithone tank trucks he shall provide additional tank tru..cks at no
additional compensationo
All deficiencies in the quantity of material for backfilling the
trenches or for filling depressions caused by settlement shall
be supplied by the Contractoro Any excess material shall be l1auled
away and deposited where directed by the Engineer at no additional
compensationc
T"ne Engineer shall determine where excess rnaterialshall be hauled
~Jithinthe Village limits 0
The Contractor shall remedy at his own expense any defects .that
appear in the backfill for a period of one year following
completiono
1tfl1.en the trench excavation for the sanitary se\'ler and appurtenances
is 1rifithin the rightc=of-ways of state or COllnty, the backfilling
of the trench9 compaction of materialsandsu..bo=ograde preparation
shall be done in strict accordance with the existing requirements
and specifications of the state or County Highway Department at
no additional compensation 0
...... . ~
In all cases>> the Contractor shall blade the roadway after the
trench has been backfilled, so that it shall be passable to
traffic at all timeso The Contractor shall maintain the roadway
in a condition acceptable to the Engineer at all times until
final acceptance of the entire l!Jork by the Village 0 Therefore,
the Contractor shall provide one motor grader which shall be avail=
able at the project at all times for surface maintenanceo If in
the opinion of the Engineer, the Contractor is not maintaining the
street surfaces sufficiently with one motor grader, he shall pro-
vide additional blades at no additional cornpensationo
180 INFILTRA.TION AND INSPECTION
Upon the completion of the sewer construction and before any
house services are connected, leakage tests shall be made to
determine the amount of ground water infiltration into the sewers!)
Measurements will be taken by means of 900 V=notch weirs placed
in the lineso Measurements shall be taken at all points where
~
-15 em SP ~ss
in the opinion of the Engineers the flow of the water in the
sewers is greater than the maximu..m allo'LA/able leakage 0 The maximum
allowable rate of leakage shall be as follows:
For all pipe up to and including 24fT in diameter, 3500 gallons
per mile of pipe per 24 hourso
In case measu..rements indicate a leakage greater than the maximv..In
allowable leakage, ad.ditional lneasurements shall be taken and
continu..ed until all leaks are located and tl1e necessary repairs
and corrective work have reduced the leakage in the section being
tested below the maximum allowed by the specifications.
The Contractor shall furnish the weirs and other material and
labor for placing the weirs in the se'tier and shall assist the
Engineers in making measurementso The Contractor shall receive
no additional compensation for making the leakage tests or
corrective work necessary to reduce leakage below the maximuJIl
allowed by the specifications 0
Upon completion of the contract~ the Engineer will carefully
inspect all sewers and appurtenances, in each straight stretch
of sewer, light shall be visible from one manll.ole-"to another 0
Any cracked or broken pipe shall be removed and replaced with a
sou..nd one and the invert of the sewer shall be left clean from
any obstru.ctions throughout the entire line 0
19. RESTORATION OF GROUND MID ROAD SURF ACES
~fuerever the surface of the ground is removed or disturbed by
the Contractor is operation the Contractor shall restore, replace
or rebuild all such surfaces to a condition at least equal to its
condition at time of removal 0 Blading and maintaining of streets
and roadwa:ys are cO\lered hereinbefore in these provisions 0
Unless otherr\l-lise specified or shown on the plans, the Contractor
shall not be required to repla'ce bituminous paving on Village
streets or Statea11d County Highways when the alignment of the
sanitary seVier and its appurtenances, asshO'V'111 on the plans.~ re -
quires the Contractor to remove su.ch paving during tI1.e phase of
excavationo Ho~vever , if the alignment of the sanitary sewer and,
its appurtenances, as shown on the plans, is alongside or parallel
to a paved roadvlay.' but t11e proximity of such alignment to the
paving does not i.,.varrant any damage or removal of such paving,
the Contractor shall replace or repair the paving which he has
removed or damaged at no additional corl1pensationo
20" RESTORATION OF SODs TREES !}DRIVE\v AYS 9 CURBS AND SIDKvlALK
Any and all curb and gutter or sidewalk disturbed by the Contractor
du..ring constru.ction shall be replaced vlith neVJ curb and gutter
or sidewalk in conformance with New Hope standards and with no
additional compensation 0 The replacement shall include the
obtaining of line and grade on existing cU..rb and gutter or sidewalk
and setting of line and grade at time of replacemento
-16- sP-ss
An~ ;trees _w~ich~wl11 lie within the limits of the excavatio~ shall
be ~removed by the Cbntractor ortly with the express permissiOn of
the Engineer 0 There shall be no additional compensation for the
removal of such trees, but the Contractor will" riot be required
to replace any tree so removedo
/;
~nyconcreteJ blacktop, or crushed rock or other t~ype of driveway
disttirbed by the Contractor during con~truction shall be replaced
or rebuilt to a condition at least equal to its condition at time
of removal 0 There will be n'Q additional compensation allowed for
this itemo
~~ny sod which isd1sturbedduring the installati9n of sanitary
sewer lines or appurtenances shall be replaced, including necessary
black dirt 0 The Contractor \''11111 be r'eimbursed for sodding up toa
ma.xim1J.j!.,of 15 feet in width measured 7~ft eon each side of the
sanitary sewer line and 10 fto in width measured 5 fto on each side
of the house service 0 Any sod requiring repla~.ement outside o~
these limits shall be replaced by the Contractor at no additional
compensation Cl
...
Black d"1rt shall be replaced to a thickness equal to that removed
up to' a maximum of one. (1) fts No sod shall be laid on less
than three (3) ine of compacted black dirto
UXlless specifically excepted abovep the sod provided for this proc:o
ject and the, procedure for sodding shall conform with the requiree=
rnents of Section 3878 and Section 2576 respectively of theSpecifi=,
cations for Highway Construction of the Minnesota Department of
High\V'ays dat~d January 1, 19640
210 GAS SERVICE
i \~heneverJ.during the excavation for thesanitarysewerpa house
J
service line, which is part of the gas system is encountered, the
cost of cutting said service, providing temporary service and
reconnecting 110use ,service shall be borne by the. OWner., All other
costs shall be borpe by the Contractoro
TJhe Contr.actor shall cooperate with the Minneap~lisGas Company on
this phase of the worko If. any expens~ is incurred by the
Minneapolis Gas Company in connection with such .cutting and 'replace=>
ment of gas service lines which is chargeable to the ~lner, ~he
cost of same shall be paid by the O\,qnero Nothinghereinshal~
'be construed as an obligation to the Owner to assume any obligation
of the Contractor to the Minneapolis Ga.s Company, nor as an
~eeme~t .to ~udenm.:-ry.. eitber the. Contractor or said gas company.
It shall be the ContractorUsresponsibility to notify the
Minneapolis Gas Company sufficiently in advance of his proposed
constructions The Olrlner shall not be responsible foranydela..y
vlhich the Contractor may encounter due to the failure on the
part of the Gas Company to promptly to the necessary worko
c= 17 = SP c=SS
The Contractor shall be held liable for any damage to gas mains and
house services because of carelessness or negligence on his parto
220 WORKMANSHIP .AND CLEANUP
Upon completion of thecontractJ the Contractor shall dismantle and
remove all construction plant~ equipment, appliances, barricades
and surplus materials,; shall clean the sewers and other structures
and all streets or other services used by him and .shall do such
incidental work as maybe nec,essary to leave the work or any
premises occupied by him in a neat workmanlike conditiono This
work shall be done with a minimum of inconvenience to the public
or public travel 0
23~ METHODS OF ME ASURE!\'lEI\TT AND PAYMENT
Ao Reinforced Concrete Gulvert, storm Drain and Sewer Pipe in Place
Reinforced concrete culvert, storm drain and sewer pipe for all
classes will be paid for at the contract price per lineal foot,
for each diameter of pipe furnished and according to the depth
zone classif1cationo
Bo Vitrified Clay Se'Vler Pipe
VitrifiedSevtTer Pipe will be paid for at the contract price per
lineal foot, for each d iame ter of pipe furnished, and accord ing
to depth zone classificationo
Ot> Cast Iron Seller Pipe
(1) Cast IronPipeShovln on Plans
Cast iron pipe aSShO\in on the plans shall be paid far at the
contract price per lineal foot for each diameter of pipe furnished
and according to depth zone classificationc
2 Cast Iron Pi ein Lieu of Vitrified CIa'"' Pi e
Cast iron pipe,no shown on the plans, but place upon direction
of the Engineer in lieu of clay pipe shall be paid for as clay
pipe in accordance with Item "Bu above plus the contract
unit price per lineal foot bid as ttAdditional cost per foot for
substituting CoIoPc in lieu ofVeSoPoUaslistedonthe Proposal
Form for the diameter of pipe furnished"
Do Ductile Iron Se~Jer Pipe
Du'ct11e iron pipe shall be measured and paid for as described under
Item nen "aboveo 1^lhen this pipe is used on piling, the unit price
must reflect only the cost of pipe and installation. Piling cost
shall be incor};)orated into the cost of the pile bent as described
hereinaftero
Unit prices shall include excavation, pumping, sheeting" pipe
completely installed: and backfilling for Items lJAU through f'Du 0
All measurements will be made along the centerline of the pipe and
from center of manhole to center of manhole or center to center of
appurtenant structureso Depth zone classirication shall be based
on total depth of trench from the surface of the ground to the
invert of the sewer 9 except ~lhere the Engineer orders extra depth
-18- sP-ss
_.-
to assure firm foundation for the pipeJ in which case payment will
be made for at the unit price according to the depth of trench
excavatedo Depth zone classifications shall be taken to include
the upper limit but not the lower limito As an example: 8'-10'
classification shall be taken from 8.011 to 10.00. inclusive 0 No
dedu..ction in depth will be made for rock encountered in the trench
above the designated grade.
Eo IVlanholes
Manholes will be paid for toadepthof eight (8) feet at the
contract unit price per manhole, whicb price shall include precast
base and top sections and cover and frame. Manholes shall be
measured from invert of sewer ~o.top of covero
E~ Excess Depth of Manholes
1Vlanholes to be. constructed to a depth greater than eight (8)
feet will be paid for at the cont~act unit price per lineal foot
for each foot of depth that is greater than eight (8) feeto
ft.;, Drop Section for Drop J,vIanholes
:J'JTpeA .,... The drop section vIi th the tee for drop manholes shall
eonsist of elbow, tee and one (1) length of VoC~Po or part of
length ,as may be required, including concrete base and pipe support
and will be paid for at the contract unit price for each unite
Type B ~ The drop section without tee for drop manholes shall
c-ons:fst of an elbovv and one (1) length of VoCoPo or part of length
as may be required with a clay stopper, including concrete base
and pipe support and will be paid for at the contract unit price
for each unito
H~ Risers for Drop I~anholes
The risers for drop manholes consist of.VoCoPo including pipe
support and will be paid for at the contract unit price per lineal
foot above the height covered by "GI1 above.
~__~Connection to Existing Drop Sections
A connection to an existing drop section shall consist of
completing a type "Bt1 drop section, as covered under Item "G"
above~ by cutting into the existing manhole and furnishing a tee
completely installed and will be paid for at the contract unit priceo
Any removal of, or addition to existing drop section sha11 be paid
for as per Item "Ht1 abovec
Jo Rock Excavation
~ock excavation shall be measured by volume in cubic yards, and
shall be measUred from the top of the rock to a point six inches
below and nine inches on each side of the outside barrel of the ·
pipe and shall be paid for ~t the contract unit price per cubic yard.
-19- SP-SS
""'--
Ko Material for Stabilizing Grade
Material used for refilling to pipe foundation grade to assure
firm foundation for pipe shall be paid for at the contract unit
price per measured cubic yard in placeo
Lo Piling
Pile bents shall be paid for at the contract unit price for a
bent in placet.v-ith the number of piles specified or shown on the
detail drawings assuming piles to be20fto long and shall be
complete with caps, cradles and accessories requiredo Any piling
required over 20ft. in length shall be paid for as excess length
of piling and shall be paid for at the contract unit price per
lineal foot driven in place over 20 ft.
Mo Sheeting
Sheeting ordered left in place shall be paid for at the contract
unit price per thousand board feeto No payment shall be made
for installing any sheetingo
.
.No Special Sections
Special sections will be paid for at the contract price on a
lump sum basis for all work and material necessary for the
complete installation or constructiono
o. Wyes, Tees and Special Fittings
Wyes, tees and special fittings \iill be paid for at the contract
unit price for each unit furnished of the size and classification
specified on the proposalo
The cost of all material and labor required to complete this
project as specified and shown on the plans" but not specifically
included as a pay item, shall be merged with the various unit
prices bid 0
-20- SP-SS
SPEC Ip.~L P n~O~{IS I()}>J!3 ~()R ~.1 fl~TE5:. I"7AIl~
"_~fIr~-''''''
\1 I L,L 6~}}~ 0 Tj' _.lJ E~_liO ~~L1;'1INIi:~S 0 r f.t
~aD~e of Contents
..~.....~~._....-.:...~~~~-""'"~-
...-.......~,.....---~.:~....,....~~-
~~.~=~,1,:..~:.~.:.(~ p a g~
~8 General 1
c? Location 1
5- Scope of Work 1
" 1\.'le t 1106. of Proced 1.J.r'e 1
~: ~~~:~;'~;~ion'Stakes-, Alignment and Grade ~
( E):cavat. iorl aIld Prep8.ratj_Gli of TreTlch 8
d Pipe Foundations 9
9a ing and Bailing 10
I()" r\. 0 c.lc E.i-: ca ,/ a t j_ or:. 10
1..1. " TJ 1-1 f 01"'e E eerl Ullc1e T'gr'OlJ.lld Ob s tr1)~C t ion, 11
12& Blasting 11
Sheet and Bracing 11
orary Bridges and Crossings 12
Railroad and Hig~lay Crosslngs 12
Installations of Watermain and Appurtenances 13
~Ba.cl(r ill :Lrlg a11d Grad i1:1g 16
Testing and Disinfecting Mains 17
..:..:;." Re:stol"'at:ion ofGrOtlD,dalld Ro,ad ,Sv..J:faces 19
2(0) '" hi:; E3 t O:i.~a. t lOll ofSc:(~t.J ;I:eee s; Dl"l "\l8Vl a~lS of' Curb a:nd
;3:1..:.1. e7;,,T a 11( . 19
20
and Clean-uD 20
file p'~ 2 ].
SPEC IA.L PRCY\TIS I01>JS
FOR
\'l ATER I.1..Ll.Il'J P.J,TD J~PP1TRTEI\} J\I'JCES
"'v-ILLP_GE C~ I\jE~'l HOPE ~ I'/II:Nlr~SO~_::.
1 ~ GE7~lliR..2,~L
iI'l'leGen.eral Cond it i011S ar:cJ. tll.e Special Corld it iol'"'.ls clS errlb od ied 1r1
-crlese C01'1.tlr..act Documents s11211 -be applied to all vJork an.d IHcl"i::;er:Lals
to be furnished under these Special Provisionso
2.~ LOC..D.TIOl\1
Tile V;'2:~:.er lDatn and app1)~rlter1cn"lCe s to be cons tl<""1l.lC ted arid i1'1E3 t alled ;:~.",--
this contract are located in the Village of New Hope; Hennepin Coun0
IvIirlD.2 S ota as S1101/[11 on t11e 1)laY1S ar1d~ dra,:!] illg:S 0
ihe~~;~E t~~O~~ne unCle::- this con'crac:: sha11 inch,d '-'
ing or all le.,bors rnat.el'i3.1s toolsarld eC~tliprnent to COi1Stl'LlC"t G
li1. place the "ilJ a ter rna i11 ;3.r.!.d all al)p;)~lr,t:eIlallce sas 3l10\:';:11 orl t:1'12
Cll~av,J ill,gS an.d asspe c if ied t.Lel')8 ill and ill. ac c. or-d B.lle e ;'\7:L t11 the
s 1') e c if}. ca t i 011 S 0 f the Jime r- i carl ~d ate r C) r.1:c 8 ..4. S S 0 C i 3. t i 0 tl r ""n~ '" ~ 'J. )
Eirld srlc.ll COlT11Jly ~AJ'ttll all ~per~tirlellt re:c('J~j_relIlellts of "trl.i2 IvI:l.rll12sc'':ca
State Department of Healtha
This Contractor shall do the excavat of all kinds of materials
enc. OlJ.llte:r--ed 3 f\11'")11is h or (; GILl) ac t f OU:(~l1 a t ion;:, '/Il-lel~e l.e:qtlir'ed..;
f'u~:en.istL 8.l1d illS tall all t irnb e:c ir1g;s 11e e ~c. al1ct bl"ac ill,g 1'1~:: C(~ s
or :p~C'ol=iel"") to safe l~;l SUPP014t ,3.11 or~'t{ ", l-;ernO\Te all ~'\T 8. ter j 1:;r-o-::.(;;
J'e I) 2. 1.r 5 :r-e 10 cat e $ ill a i 11 t a ili B.ll d. 1--.s 3 to 1-- e a II S i)J:) - S tlr f ,3. C 13,3
and overhead structures directly or indirectly disturbed C~
affected by his operatlons provide all backfilling and furnish all
other appurtenant items and services necessary or specifiedc
1+ ~ I!IEIIi}{OD Ol~ PROCEDlJP3
.......,..t_:~.,_....,._
TheCo11trac tor 311211 1)e:r1forrf1 his l"J OTll( ill sU.c11 a ITla111~ler cLS to C.EL1J;Se
the least in~erference and delay to such other work 2S may be ---
~91'";:og<1-'ess at ttte tin18 b~T otiler COlitr:3.c~tors {) iil1e COlltractoI'
notify the Eng~neer in ~rit~~g of his tentions to
at lea.s t f i -v-e (5) d 2:l8 l:):rio:c~. to rli,3 rno\lin.g en. to tIle s it,,::: r
Pr~ior to tIle stal'~tof all:Y- tIle Cor-l.tl"ac~t.or S11211 ;3~!)~'bErtt --~.
1rTl"I:Lt to tl""le Engirleer a.Dei l.cLe,er tor (.;,
of' pJ:"ocec11,..lre an.d" after~ Ollce h.e 5h.all 110t G.<:;\T:Lat::e . .
j^~t vlittJ.Otlt '/Jr)itten l)el~rn.:tss:Lor:. fl~orn t118 J,.f1:2:21":1o T118 sc.~l'ledlJ.le
1..;l:ee S }...2.8.11 e s.s ell t iE:<l i c: c. t(~ .t: 1-:(; rl~J.1Tll) e:e 0 f c.r,;:;l,'}
loyed~, locations of ~lJ()l~l.{ for ea.c:n cr'C;~\T; tiTTle 3CI-l.c;cllJ.IE:
moves and other pertinent information as required
-L- SF
5 .~ IvIA.TER.I"~~:LS
~:he-iD23:' e y,,"I-a-t s use d irl this VI ark shalll)e all tle:..\T a.rid sl-l..:::=.l
to the requirements for class, kind and size for
:Lf' led b(~ IOVJ 'J IIh e Con t l"a c t 01" S l-~ a 11 s D~ b rn 1- t i r: VI l' ~L t:
rnEtt;i:;r'la~ls to lj8 fur'l1islled srlo1lJi11g tr18 nla.1.1.t}~f2.c1:1J~rer'
or a.II i tern.s-, said list to be approved by the Eng
installatioll.~
t Cast Iron Water Pipe and Fittings
--~._-_..
GetS t~ ir011 \..qatel'~ pipe s11all be class 150 211d sll.allcOl1fo~cr,- tc>
the requirements of Federal Specification -p _L!-21b j J~ a~ t (-:": ~~ t;
revision thereof~ ~'Iall tll.icl';:11ess class sllall COl1f'or'"El :L t; 1/1 t:~ ~Cl e
requirements of A~SoA~ Manual A21Ql based 0112 d e1J tIlof (; Oelerl
as specified herein or as shown on the plans and for the
C011dition encountered) specifiedll,eI'ein.j or as desi[~(lated
ttLe El1.girleer~
lJr:cl::r' ~~he op"::ion of <l4rticle 6<)2a1 of Federal Spec:l.flc;a ion
~~ ~[) 1b5 pipe with mechanical :L e B C J.:~ s
a modulus of rupture of 45~OOO pos.i; ;.......:.. ..:.. ..;.- ........~
cf~~ 1 j' ()O() 1) c S, i ,) iE;, ap~pro-'.led j 'bu, t f' or ':2! -1 (.......,
i /-"
diameter or larger only~
CE~st ir'on f'ittings 311a11 .;)(:3 Class 250 for1 sizes 1J.1J t-:c 21.11(:..
i fL C 1 ~::j d t\\T e 1 -v e (12 ) in c l~le s c1 i arne te r~ 211d S IF} 2.11 C oJ rd~) 0 J.~rn 0
.P..Q S t' P. c Sl) e c i r i cat ion .4.21 () 10 C 0 'I e ring S 1101' t bod ;;' fit t: s "
Ce.sti}~Ol1 fjj~t.il'1gS O\Ter tv~relve (12) irlclles in dianleter' sl~lall "tH~
short body and shall be Class 1500
sl'lall be rne Cll8.nica.J. j 0 in.t arid sllall C onf OrIT! t ('; J}~
ions A21011 with gasketsa G Ei. sIt: e t::. s s 1-1 all b {:; In Eti::. e
~ l"~~:~ .2.. .C CI^}l1d e l-.ub b el~) C or,1p 01.>.11cl .(> ,P..ll SD.rl""1 ELC 85 slle.ll t,::
f'::e,~; e fI"orn l.lTI}) e r~ fee ..'c i 011 S a rld f J:' e e 1""1--0 :iTl C} Yl f) "f3 J_ 1: 7;1 .~ --... ..
il' (Le g~a. s .t;~e
1:a "":Ie a leE1d t :Lp T/18 11 ~borJ.d ed to tIle rl)~b bel" f' OJ~ C CIld!,,.). C t J_'''ll t,; ~r
pipe and fitting shall be tar coated () 1-1 t 1'1 e !J ~~)~ ~~: s i () .~~.~
shall be cement lined orl th.e J.ntO) ide? ..C: e 111.e r"l TnortaY" 1 ill
8ll.211 be in accordance with A S~Ao Specification A21 4
except that. lin.in,g TIlc3l ~b;2 }lalf t11icl<:ness Q
The Contractor shall provide and maintain, J.I' d irectecl te, (io ()
tIle .E1'1g1,n~3er) accurate scales near the site of t,tLE: C ()L.3 t.:r'u.(: -
tiOl-.:. 2t.t1dsnall v"leigl1 a s1.1fI-':tci,::':'l1C n,'tEn~t'2r' ().f' I)j_pesEirld f"it:t
from each carload or shipment, as directed; to ver
thereon. Should weights prove inconsisten 1: t...: {::
el~ IT,a::/ r1equirJe t118 vleigr-lir1g of all In.ater'ials - ;... ....
E:: ~.L l ~;~7 (:.~ r~. e ct
't rLC: C os t o,f sa id 1'1 e ig 11 i n ,g t 0 be a t t tie C 0 l1 t Y" act 0 r' ~lS O'~;iI n, i.:: J( ~p e 2-1 ~:) }'3 ;
~T~t~~)I~~eW:~~~uitable for 150 p s.1.
sllall coclfoy-rn to tIle 2.1)plical:Jle dilnf;llSiO'~,"lS.;" ;/Ie
ances of Federal Specification -?_L~21b f'OY' cast i:eOl'l
r-,
...... ..~,,,,. ~"...ot
Ductile iron shall be grade 60-45-10 and shall be tested lD ac
2Ilce liJitl1 ..~~ScT~T'1o Specification i\339-55 v All pil:J(; sr1aJ..L
2.11(1 lirled as previOllsl~r SI!ecified fOT> cast irOl'l ~p ~
Du~ct:Lle il~on t';ater pipe irlstalled orl pilil1g~ 1..l11de~e ~~.J.s
sl1allhai.le the follo:'jil1)6 rnin,inlUTI1 viall tllicl':lless ~
D'iarneter DeI tl P " I;Iil'1inl:,ITil ~I2.1~1.
-6-:rn~ --_. cl:2s s -"'.~~':?"--'._~""-'-~-"~'''"'-~~~'-''-
8 in. Class 26
12 in~ Class
~;'e s ~~: ~ ~~~ s ~ ~~c~~~~r~ ~ ~ i~~~;n~ ~~~e ~ ii--h-~~~g~i ~~~n~ ~ c e S so :c'ie
s11all C011f"or"m to tl-l.e reqtlirernents of ~4 oc '..'Ie; Pi ~ Stallc1ar'j
f"ication C3Cil--58 arld sh.all be desigrled ~C'Ol~ 150p c 'Sc i""
preSSl.1re and for ti'le del)th of' co~/er as Sl)ecifj_ed 11e~C'eil'1 l)l~ cLS
shown on the plans and for the laying condition encounte
cified herein or as des
Jointing facilities shall consist of a metallized
at one end of the pipe and a metallized steel
at the opposite end 0 Near the extremi of the sp
shall be an annular groove which serves to hold a 0
furnished with the pipeo The rings shall be so v
the spigot ring will enter the bell to its
tightly compressing the rubber gasket to form a
JtJ.l l)y'estr-essec1 C011crete c~rlilld.el~ 1) fittin,gs arld
sl.J.all 11c'le bra.rlcr~es ar..d er:.c.1S IJrO"v'idec1 itll ";:;1-18 __.40' .J :.)lll"i:;
necessary to facilitate the connection
of a te:cl :rn2~i:ns e i therl e): is t irlg OJ:"> Pl--OI) 03 (;:d ~ 'l'tie
1~ ~ 0 or smaller shall be cast iron mechanical
8TICLS,) Pr"estressed eOllel'e"ce cylillder }) ad2.~Jt,ers ,'a_.LSC
:..1sed foy' n12.l-~irlg corn}:iatible conrl8ct:io11S '~'Iitl-l otl1er y~pes,j.)L'
The Contractor shall provide the supplier ith plans and
d.I'EJ'i1 il1gsof' t;r-l.e pr-oposec1 Ij ip e lir1e S VI110 irl tV.I"n. S 11E111 'l:iI'C;l) Et.Y'8
and furnish the Engineer with copies of the installation
s c11ecl tlle 0
Dc ~e Valves and Boxes
tTa":fL~'.'~lal\les '0110 i11cl1 cr3~aIlleter oj-rater J_:Llles 211d srnal1e~c sllaJ.l
installed on the line in a vertical position and provid ~
b a}: a s 1J
Iitle ga.t.e \Tc:tl"\7es SDci.ll be irorl ~oc<5.~r; C1:'CrlZe Tr~OlI11tec1 11crl..-l":\_S
S ':c ern '\'I j_ t 11 ri 0 T 1 r :5- ng s ea 1 ;:;"-' l' 0 I'a TE ~i. ll"irn i).Tn of'
~ir'essl:cee l/,zitll. rnec.b.an.ieal j cj,.ntE3 Bild sll.aJ.l c()nf
c if i cat io lJ. S (. fIl-l;::; -^l a.l \T e .s S [1'::1.11 b {; c. (; n. s t. I'tt C
1 s I:; 2. t ;3a 11d 100 S s d is C E; .~'1Tle c: 113.ljj. [3 rnsr12 11 b (:
that in closing the travel of discs shall cease be y
......,. y:5.~ ~
-c e,g j_11 to SeEL t,$ and t;11a t d j.s c s are fu.ll;)t l'le le as ed fr'OT:1 t ll~~: ~1.1~
2,eats befol')e tIle travel conrrne11ces i11 OfJ8Ylir1g; t, The seats
rings~ and spindles of valves shall be SOllO oronze
i'acecl Q ...ll..11vEl.l \res s11all naijG openill:ss trll~O;)_gll th.e ecl
SafflE:: c:Lr)ctllar area as t~n.at of the pipe t.o \'{nicl1 tll'e: ill'(:
a ttE:.c11ed. G
\j a -L "'t,' e s s ~na 11 be pro ,[ icl e d vl i t 11 a 2 in: " S c1'u are 0 per a .-
shall open in a counter-clOc~lise directionc
i~;V: ~~~~~ ~~a~~ ~~. c~~t c~~~~ ~;e~.h~h~h~~~ ~~e~~et~?~~e S~:'C~~LS
a: 0 -,-- 1- h ...... S S 11.0~'; "() 0 n ..:.. ~ e .,-" I ..... T1 ,-, S 11...... T ~- C' c::. 11:: I 1 h e ,- - 1 /1.L ~i j"'\ I' ~1 P 'rne. "i-c. -{'I
. '-" 1,J v... _ d. ..... ~ ...... ... v ... .l. iJ _ G1. ... _;::; '" .... a _ v w u ....... ~'. _ __...., ....... __ , -'- ..... .;: ............. '-"'-" ;. ~....... v' "'-' - ,~
...... - .-/ ,.I
bases may be round or oval and length adjustment shall be screw
t y-p e ~
Valve boxes shall be of sufficient length to provide for adjust-
"......-,.,,-.,.l_ .....M;.....,... _,."..... .~_..... "c..... .....' .1- ~, ,...., -. ..t_~,_,..., _- _,_ (""!1 \ ~.
.tHt:;~J.1..: CUJo\.je ana 08.10\',; gi'ctGt~ OJ... flOI..l J.e~i:::;; 011011 S-L..l.. 0) ..Lflll<
pipe is laid to the specified in accordanc -
l-'ollov::ing tal)1e:
Fipe ~ize Depth to Top of Pipe _Box Das~__
6 in,,, 7 ,,5 ft~ ;! '~ l! l~o i) 0
(3 i rl ~ 7 . 5 f t ~ 11 c+ n i~ 0.. 6
D:COI) co'vers on, ,\ral-ve bo}~es sl'1all bear tIle VJCJl""~d 1~112:t,~':r II or, t,11e
to~p ~'la'l \18 bo)ces sr1all -be Cla~i and Ba:Lle~l ol~appl/)o-\r:2d i:;ciu.al c
"'\Tal\'es. arld boxes sl"lall -De COll.SlcJ.ered iLJ.t::egral 1..1.11its 21-1cl i.le ;::~c::
price shall include both items.
~~ Gate Valves in Manholes or Vaults
""...___.M......--:___' .....
CTc:."ce "\JEtl ile S 011 12 irlcll d iaTnc~ t;2r ~d a ter' 1 J_rJ,E; s or lar-g;;:::L' s;~lc,.l=-
:LI1st2.11ed in n:an.1101es or" V21.11 ts as detailed on tIle cira.Vlir1gs ~_::j.
tIli:?:: .l.\l)l)erldi:x of these Corrtr'act DGc:u.rner1t3t1 CfatE~ val\/e~) for 12
~L r1el-1 d ian18 ter ~'I at er 1 ine s sllall C orlf o:c.rCl it [l the re L,' '::;; ;;
BIt (:; Tn D 11 S pee if i ed a b 0 ve ;3)~ C e p -t t n.c. t 210 1J 0): j_ S 1"1 e q l:L J_X' E; d i.' C I'
fnaIll101e illstallations .~Gate ";Jal\les foy' 16 :Lrlcl""'1. 1f'laterl lirles or
larger shall -be pro\lided i,vitIl a by})ass lin.'3 complete r:J'itl"~ b:ll:;Ej~S3
'valwiein accor'dance vlitll. I~c 1/J c\/T of. SJ~ecifica.tio11S arlct S1-13.::.1 be
equipped with enclosed gear mechanism for opening and clos ~~e
valves 0 Gears shall be spur or bevel d ingcn DOSlt
of \7 al v'e as Sl10Vlll on tr'L2 cl etaildr'2J'l ir.ig,~3 co VaJ_ v e s s 11e.l J. (>1)(:: n. 1.:(,
e. CO"L~Lllt,er-clockvJ'ise diI~ectiorl.~
'J:~n.e g; Et t e '\1 a 1 ve s s h a 11 b e j_:c 0 YJ. bcd:/:; b r () rl z e Tn 0 'J. rl t e d r10 r: -. I~ ~~- S
;3 t:enl d. oS: S igrled for 150 1j~ S '" i.~ I)Y':8 S ;3",.lre h7 it: 1:1 rne cl-iarLic c1l
JOln~s) unless otherwise specified, and shall conform to
l~ \,~I .P;, G, SI)e c :Lfica t ions,~ ~/nlerl I)l'e s s sed C01:1c:;~e '[.e c
I) is D.sed J '\l al "\le s ma.:'l be f:lJ.l:rlisrLed i tl1 ~C1U.-D to 11ut
Cl.Y-e sllita.1)le for clil"1ect CG?1T"1ectiorl t.o t.l"le spj~got ends
-c~;pe of l)ipe i11 liell of rneehan:Lcal j Olrlts ~
:::.~ 1:)
The valves shall be constructed with parallel seats and
discsa The mechanism shall be such that in closing
of the discs shall cease before they begin to seat,
d if:)cs are ftll1~t released frorn. tlleii.r) E;ec.ts beI'"lol')e 'C.(,tC:
C orrrnerlce s in Ol)erli:ng;) 1''[18 se at s, 6. i;:::,c r irl,g2.,; an.G
valves shall be solid bronze or bronze faced&
ric1\re ol;e11in.gs throu.gll. trle bod::l oftl-le saIne CirC1J.l
that of the pipe to which they are attached 0
~g~l~i~~~~O~:af~ ~~ :a~ei~~~i~a~:~~i~~~~~~~n:t~~ -
Gear cases shall be mounted on extended type yokes to permit re-
IJ2Ckillg of the stuffillg bo.:z: of t~ne '\lal"\/e ~'!it11ou.t dj_i3aS;3E:rn~Dl~,;' ~
Gears shall be made of alloy steel with teeth that are preclslon
machine cut and shall operate in lubricant. Drain and f~iller
plugs shall be provided on grease cases for any position, or
moun~lngs~ All moving parts shall be bronze or bronze bushed &
P:ro~\)'ide nO It ring seals in the grease case ['OY' tIle ~cern
. Operating mechanism shall ine ~ barrel -
II- - lit- 1
J..n.o I.C,:CC or~s 0
\lal\re is 'vinic11 ar~e se t cL t rno:.....e tb.arl t.~/len.t; ~l (20) de gr-'e 2;;3 i'r:'orn tl'}e
vertical position shall be equipped with solid bronze ~racKS
se C;"Llr'(~ ly- f as tened ill 1:.1 cd ~l alld 1) Orllle t 'co c a:e:1."~1 -cr.:.8 '-" 01'
gates throughout their entire length of travel on rolle .
Valve:s requiring tracks and rollers shall be provided with
s Cl~ap(:;rs ~
l.Tr11e.s S oth.eY"lfise S~Oi2 c if ied or s 110'/.Jri Oil t.l"l,~ de tail 01'12.\'1
16 irl" an,Ci 18 in c ~Jaliles sllall IJe sc;t~ ile:~ct j.cally. 2.r.G. f.:.l1E,11 l)f::
:nollsed in rnall~noles an.c. ~lal~v-e 820 lIl., o:c laI'ger- s118.11 !=)e; pOE) i
nearly horizontal and housed in vaults.
"\':?J..llt:.s 3r121._11 be C 0118 tT'U.C t,~~d. of y'e illfoJ:'c,ed COllC:L.-"1e te ;.' l1Yl.l(:: is:::3-
othe~~1se specifiedy and shall be reinforced and sized &5 ~
on the detail drroqingso If the top slab of the vault ~~ prec 0
the location of valve box and manhole shall be
\reI"-if ied by t~ne C ol)trac t-: ol:-'after -;:;1-12 \Tal \ie lS set ill t'h.i:: f' ie lei
p:eiol.-"} to l)re --f abr :L"c at ion. of s lab ~ COllc:r-e t.e 811a11 112'\78 '-.
min~num of 28 day strength of 3000 psi actual tests ~ne
cost of all test shall be borne by the Contractor at no
adc1itiorlt3.1 cornp'en.satioll~
1':1 a.1i.lJ.0 Ie S ITIEt::l be C Ol"1S tr'i). c t ed of 1) re cas t. 1.""(=: -"t_rlf oYlcedc: orl C 1"<':' .j~E; .;
or blocks or other materials Precast ccncre~e
manhole ctions shall be manufactured to standards at ~eas~
to or gre a ter~ t;11a11 t.Ile l"~cr.)~ir{:;:E}:; l2.t:3 of tIle ,St
c if' icat i011S for re i11f ol'lcec:. C 011C1-: C;' t '2 C1.11-:/2::".t)3 t ()l'";El (i.-ea :1..1-1
P ll) e ~ .A" S ;) T \) IvIo De s igllEL t-i orl f OT' C J.as S M_____ i:;;-: <,
illt:e:cn.ald iarneterandtl1E; pl"lecas t t OJ;:', {llld J"c~i'Jer se c fo:e
H1Eu1floles sllal1 c011form to l')eqLlil-""lenlel:~it,s as SllOi'7l1 orl c1C~t8"J..l
(11)Er/T illgS i:-
~ ":) .--
Cast iron for manhole frames and covers shall be
Class 25; of gray iroD, free from all injurious de
f'13.1/12, and shall confOl"lTI l,.\Jith Federal S-peci:f:[,c,ation
All covers must fit closely in the rings in any
tiorls: ar~d "f/}hen pla~ced :l.D t~ne ri'ngs,J rntlst .fj.t to
sol:Lcll:)~ in all posi ti011S, so "trJ.ere 1\fill be no r)oclct
pressure applied on any point on the cover~
conform to the weight; type and size shown on the detail
i ng; " Co v e r s S 11<3.11 be a" r t rl.e VJ or' d 1; 1/T o. t e :e 11 0 11 the to "}J.
Manhole steps shall be cast iron, manufactured from hi-tE~st metal
having a minimum tensile strength of 35,000 Ibs. per square lncn.
steps shall be as shown on the detail drawings.
When valves are positioned nearly horizontal in vaults the
s valves shall be provided with valve boxes as
~all. Valve boxes 11 cast iron with
lrl ~ O.iDJTI:e"Ger' a11cl lel1gth adJLlstnlent sllal1 be scre~'J
b o):es ~311a 11 lla "\le at. 1 ea f3 ts:L:< t 11C L1t2 E3 !~:r1:~;; u..
below the specified grade~ Drop covers shall bear
rlvlaterl! on tl-le top~ \ia.lve bO){8S sllall be Cla~l and I)E~ile:):;') or
apl)IIO'led eCltJ.al..
Gate valves including accessories, bypasses, boxes, vaul s;
manholes and frames and covers shall be considered as an
inte:,grEll D.nit and the bid prj,.ces11all :Lncltlde all ttLese:1 teln;] ':
cmjn:J~a~~a~~::'~~~~~i~:)i~~~~~~~~~la~~l/~~~~:~~~~~~~~~~: i ~~r~ c,.
one ~.-1/2 in. steamer connection with ~omi 1 diameter of 5
.c_ ~...' an c1 2+ t 11 rea c1 s per i Ll C 11 t H.J~ c1 r a rJ, t D 1-1 a 11 t.i esu~ :\~ t;:1 b 1 e l' ():c
. ...Y
o l' "[, ~ (1 e 1) t 11 0 f C O'V e r 0 "il e I" bin <> c as t:. i 1'" 0 n 1 ea d ''; 0 ttn e c
t G 6 i rl 0 a.l1 d 8 in. VJ ate r lnc.:l. D i3 and s 11a 1.1 b es 1.J. ita b 1e f G: -. j
depth of cover over 6 in~ lead pipes connecting to 12 in. water
rna iDS 01'1 1 a~}: gel') 0 Tb. e bot t~ OlTI 111..11) end 0 f.' 11:7 d ran t s b,a 11 1"12. v e lile c 1-1 -~
anical joint connection~ Hydrant shall open in a counter-clock-
vJise d.irection by- D1eans of' a III p;en ope~cating nLlt 0
A positively operated, Don-corrodible drip valve s 11 be pray
to drain the hydrant when valve is closed and shall prevent
Ie when valve is openQ The drip mechanism shall be ~~
with the main valve and seatp
nt valve shall be the compression
main pressure 0 The valve shall be ed with h
Ie ther and shall have a red seat for positive
This entire mechanism shall be remov ble for repairs
ment through the barrel without excavating.
- -
O-tlt: 1e t n.l]!]) le s s11aTl Wu e bl~O nze Cl~ S tl i t:-a1)le 110(1-COr'r'od ~;JJJ,e
;3eCllr~e l~i l1111ec1 into b.3rdran t b ar":"e 1 Q l-Iose an.d s T:,eEune~c =_
be provided with leather or rubber gaskets and shall b
chained to the barrele
1: O;l rillg sea. Is shall be pr'o'iJid ec1 to pr'E:\l811t VI ateJ:'
operating mee} anisffio Operating mechanlsG shall be
tll.l.01).g~b. arlopeni11g ill tIle oper-at in.g rl\,J.t.. P;~ll rnOil
to be bronze or a non-corrodible metal~
..D.ll p.arts of ll.~ldra11t s fur11isllec s 1,lall be irlterc11arlt~eal) 1:;:1 1 t1-;.
all ether hydrants of the same size and make without speCla~
fittin~SD Hydrant barrels shall be two piece with JOln~
cloo've gr-ade a11c1 s11all be lon-j acl(et~ t:,r.p':3" ..0...11 mate1'ia.1 :311all
De in accordance wich AoWo~.Ao Specifications~ ran~s SDa~l
be ~aterous or approved equalo The hydrants shall be painted
stano.ard l"ed ill C011rorrllal-lce 1,'.Ji-cl-l e}::istillg ~\rillage Cl~ l'Jel~,i c
reqllil--elnerlts 0
frI ~;~~~~~:~i~g ~~~~~- eonf'Orlil ',f A ~
tion cocks sna~~ be AQY. McDonald 701 or approv
vIi trl ft. co \/I \? :'I ~.~." chre aded in.le t allQ ..4 hi ~ ~/T ,"0... ';/ C Ol)per se:C'\,l ic e !)
o:",lt-:.le t:: <:
:;~i~~~f~ ~~; ~~~;;a~~nf4~~8 t~rA~~;~:o~:ed s~~~~~r'~;~j;h ~~~~ :~c
~~~~ns~~~s~~at~'b:n~U~lt~; ~I;~g~sor :~~r;te~n. and ~_ln. C'
r sealso Curb scops snaIl have A. ~oAo CODDer serVIce p
ln~e~s and outlets 0
.i '0 C~Uvr'-D Bo):e s
C-::J:i::S -c-O:::,SS-'s'11a 11 b e ..c~ c Y to },.'I cJ) 0 11Et 1 dar~c5 7:~'5 62,S 0 y.
~~'t;~;r/~~e~{~n:-nbr:~~ ~e~;~; n~~~v~~~i~: r~~i~E:~~~~~on' 0
\).3 tab Ie 'LiP or d O'VJD for- 7.~ fee t of' (:0\T81'iJ
For 1';5 irl v and 2 il1 c ser~Ij.G e stIle C'LlrO 1:; 0':;': sllall 1) e P.. 0 ~Z':) I/lcDc~,~al(5,
irfS63o'- a11d #5631 re Sl)ec t i~;Ie 1:)7',7 or. 8.f)i)rOved eCIlJ.2~1 ccrnr) lete \.vi t~~l
! ()r'~Lseal n ts-pe foot piecealld 2 ll'lt, S t:ach:: ad~jtlstable 'u.,P or-
f Gl~ 7'~i.r f e::; t of gl'.~O.Ulld c c)~/er .~
~=;j)~%~I~~VI;~~e P~~:11 be SOl -c 'Cype seamless '01.;,13 -L l, ,-
EU=;~Le fox") 11rlc1ergl"Ol-lrld ser'C/lce a1"lo. sllall COllfol"L1 to tIle .... .~~_, -,>
sta11dards ~
J?':::d ;2y'al 81)<== c. if' ica t ion ;'.,~1:-7.99a. T~l~)e I'C
.Pi SeT 0 T'1~ 3pe c if i c at i 011 .- 5 8 ~2~;/1>::; 1'C
All copper tubing shall be manufactured in the United ~~ es
;.01J1-i :.2 r~ j~ .c a
r"'"?'
Ko Service Saddles ,
"--'-'~~"-"~~~"'---""-'--~-_. /
~~;i~~dS;~~1~si~~a~~p~et~r~V~~~da~~r81~~.2pt~~.ta~er~Q
3ad:j le S S [1211 be SEli tfl-Blair Ty.pe 7r:;~; 13 o:c 8I)P r'o~Jec.
dQu'ble straps zinc platGd~
IJ.~F~eta=~:...rJ.erl Glands
..".........------......~_....----~~-~
i~; ~~t~~~~~c~;a~~~b~~=~\TI~~h~~~~~ie j ~~l~:~ r~;;~i~:~' -
ap~roved equal and shall be suitable for 150 PQs~ig
:pre;SS11y'e ~ Set scre~'lS s~n.aJ.1 be capable o.f ;/I:Lthstan.d
of not less than 80 foot pounds and shall be provided in accord-
ance with the following tableo
P i 12.S S i z e l.T l)j1}"1:) E~ r 0 r Set S 9_~~ l/J 3
6 in~ 6
8 irl? 6
12 in~,
fh"--o.rklind-e r;-:cll~ ~A;:~tr~Wg~~~if-tl~D C01:i-s-fl;:\l e t ed III ace
1 ine:: S:i11d grad e s sho~'In oiltlle dra"/\?, ~Lrl,gsan.d as e s tal) 1 is, 1-1.e(;.
Erlgillesr" 1?l18se lirles 2,l'1cl es nlE~Jr t:,e rflGd iI"'j_sd -0:'/ t112
I)]:' 0\' id~sd ill tile CO~c1tr'ac t CI ~tleC orrt:;l'1a~e or' s.llall f'ljl"}ll=LS l-l E'~ t
8.iCl)t.:;t},S,= s"v~cll. rn.a ter J_3.1s a11d re lld er. S\). C::ll as s is -Carle e
f'or settirlg lin.8s 8,l1d gy'ac1e sta~:es) ba-:::t:er boards;,
platforms3 reference pointsJ or other marks or points of line n~
I~tJ.e C () t.l t y' act; 0 y. s ha 11 g i -:'l e .:~ 11 e ill e'2 :e ;31..1 f' 1.' J_ c. i e [l t n, C) ~:::. i C:.:;
J.lC:';:;\, fOl"" th.e eE:<tablisllIner.!..t~ of lirl2 C?'.l::J. \.,.. so tl-l2.t tl}i:;
may have time to provide samec After lines and
:qa:e~c of tile ~1orl-c have ~ce 211gi ~v~erl tl12 Erlgilleer
~L 1 ~L "0 e rie~ }. c1 re s p 01""'1 S i 1J 1 e f O}:' t h.e; pro p' e :r-' e:;'c e c tl t i 011 eft 1-1-;3
'...' '-~ c t e c5, and 1'J re s e 2.... "'j" e d h irn '.).21 t i J.c. "1). ~t:: l~. 0 r i zed t. C 1"' ',:: iT,. C \" e~
,~~~..... IrlS1J2ctoro 'Ir1e CorriCl"acto:e s112.1J. at YllS O~'Ir~e::'=pe
art:] rnis tal{'2 S that rr1a~1 jJ e C.3.tlS eO. lJ~! tb.c ir' .u.n.c:.tl tlJ.:JP ized d :1.:::. tl..1I"C 2.2"lC e
c)r l"errlOV 21 ~ TIle En.gine e~r~ rna:'l' l~ecJ.l). ir:3 'Ctl2"0 Orl{ be ea c. ::.~~:,'
t inl e VIIl e n, f 0 l~ a 1'1 y 1""' 8 a S 011 E 1..1 C ~n Trr:t.l-.l{ sea fl r:~ c t:, 1.....) e pro 1:) e :C' 1 ~7 L' c: 11 0 ~'.J ed,,,
I,Tc EL(:1d it i.o"nal COITil)enS a t ion. S [1.:3.11 -be all C'."I e(~.l t::l'"'18 C ol1tr';;;'.c
claDns of crews being held up because of lack of line and
S.1~ Ell-C>S S ~~
7 E ~{C P:. ~';]' P~'I TO IT ..L:. NTI 1? FeE P ji~F~ 1:: ir I () l',J 0 F r.rI-~~I~ 1,J C; II
....,..y~'.......--:~...t:._................j.;-.~._.'--/_..y,~_/:_'"":....._:...-=:-:,_._-=o:;:__~.~__tIr_.______.,...................--..-:_..-.-..-..._...:_"__..-.._w:.,___.=.."......~_
~ell<:; tr';;-;Dctl shall be d0~.g to trl8 E11if;nj^.le2,~lt
S,O far' :Ln ad ~lar1ce of' '0 i::"2 1 ~'~~~-.:.ea.:3 lr~'2el;
m~~ b S of the trench S UG S
~,.. d :ca,:L [1 '2 d sot 11 at; 0 :.c' }:Jll e 21 C ~;.:Cl '''- _L ~/ a.n G
~G is essential that the discharge Uc laid to
c tiE"" Ill"...]. e 1 S 0 r- t 0 d. ra i 11 S e ":/.j e I';S c
~~~~;,~~:~~:~o :;~~~e :~~~J~:~:;I~!~~~ ~~a~j~~{~!j~;::g~::~~~~~
8 ft0 of cover over the centerline of 16 ino water
.larg'::;r" ~ llflle s S othernyJ is e rioted Oil t:ne ;j~cavI il1gs 'c
Tl-l8 "Gr'ell(;l-l VJ' id. th; at t11e top of the tren.ch; rns,y-
tt;.e c1eptl'1 of trie e)::ca-v-atiOj:1 SJ1d the 11atll1~e of tIle
c'ne L:)i.llltered. ~
'Itle trellcr-'i. \'Jidth at pipe grade shall ~De arnple to t ';::.11:;:; {iJ:'C)l:')el'
1 ,3. ~T in. g 8.1;' d j 0 il1 t i ng 0 i~ t tle p i I) e aIle. fit t i l"1 g S a l'"l d I) T' 0 J,) e r 1: ac lc "~.
fill illg and cOilll')act iorl 0 The ma:;.cimlJ.rn c.lear ~~1 id th of tY-eru;.l: ELi:: tllf;
'"Cop of the pilJ8 shall be llot gr;eater tha.ll tli.e outside d:L::3.rnet>e::e
the pipe plus 2 feetQ
The trench shall have a bottom conforming to the ~ which
the pipe is to be laid? The pipe shall
cut true and even so that the barrel of
ing for its full lengtho If excavation
sl-_a 11 be t>ac l-:f illed. 'Vl i<~ 1J.\~r:211i:; _
,as2..IJl)rO~led by tl'le ErlglYleer at. n.o additiorlELl
Bell holes shall be dug at the ends of each length of p to
1)2 Y'111it l')r~ol>8r" jo in.t i11g () E):ca'l8.t iorlS f' or rL2l11101e s. or (~:.eri
structures shall have one foot minimum clearance on all laes
;];118 Contractcl" shall p1"o\7j_de vTitr.i.ol.J.t ac:J.d:Lt.iol"lal COnl)):=:115a-;- iorl
suitable temporary channels for any water that may f
acy'oss tIle site of t~n,e l'To~C'l(~, '11118 8)CCEi-;,/ated rnatel"j~al 8l",L2.:1.1 be
nlaced on one side of the trench except when permit~ed
ineer to use both sidese All material shall be
not to obstruct any drain or gutter) or to unneces
})as .sclg.e~/l a~7 "
All surplus material shall be removed the Contractor ~
Dosea of as directed by Engineer, ithin haul i3taDI:~e not 0
8J(ceed t~':TO nliles 0118 VTaJrat noac1d:Ltiorlal C01Tll)ej:1E:,3.tioll~
8~ PIPE FOU~DATIONS
:..rr----=J-"_~~;'O~_..~_ ' . . :+
If t 11:3 Corltrac t~or en.c C:fi.)J1te J:"S 1..1.rlst.a1;; J.8 ;:; 0 il J:lot su~jj::al) 18
of ipe, he shall not Engineer As irected
he shall remove and replace all unstable material -
nlater~laJ.as ma2l be ol~der'ed "cn.e er.~ 1111;2 CCl1tl"Elc.,~or'
110"0 De e]{ t r a. for S II C rl a. r} d i t i 0 ria 1 C:;}: c a \7/3. t ion 5 ,.' i :L 1
f CI' aeli a.del. it; j_orlal ya.J~d ()f"' 'rJas '28 t 2,1) :Ll:Lz-s. t1Cll rna t(:.1-> :l.EL 1
}~lr' let:; b ic1 i; I\'later i2,,1 foy- b C~S<:; ,3 t..3.b J-_l iza.t: ion g,h.al1 '...
st.on.':2 or- ;>it. Y"1111 g,r'av.el as det.errnir.:.ed i:,}:1'2? }~r1girlCjl:::r
If t:112 }l~rJ.girleer s~iall o~('.d<::;r lJilirlg: to ~~- :; tl'li=: C
shall furnish} drive and place all sa piles Piles
driven vertically in exac~ position a~ locations given
Piles which may become ed must be removed and
~9- ~~
d r iv' e n. j_ r1 the ir p 12. c e s )' 0 l' 8.c1 c1 it i 0 r:,a.l :p 11 e S p'Ll tin. S -
tIle Ellgil1eel~ ~'l i tl1ou.t add it ional e:x.l)erlse to t::n.e OVln.(:r l;
;ri:cn.l)i2:C piles srlall nleet tile r:sqtlir-ernerlt:s or t1:1e
Cod,e Sectioll 1504) (a;jopt:ed I<To'lelnbey' 29; J.95{'")
})re:3 Sl.~Lr"e 'tre ated VJood 1) ile s " D irnen.s iCllS fo}:
fclloVIS;
f:.ffi:I~~-Ie~'~~ Min. Buttigiam - ir.. f'Tin.:... Tip 7'0.m----~--'-
20 - 30 11 7
30 or more 12 7
~~~~e~~r~ys~:~~a~~n~e~~~m~~:~~~dd~~~~~~ ~~ minimum
..~ C C i)_r ate r e co rd S 0 f a.ll p i 1 j_ n.g s l-ld 11 1>-2 1::'31J "C -0 ~l t 1-..:2 f 0 ~Ct::; rna 11 i ::.
charge and copies of same provided the EngineerQ
Piles 1 be sound
may materially impair their s
"": f'~ "!" I
Des 0 S 'C l' a :Lg rl t:
1)l1t.t; -Co tl"le cer1.ter of' t~lle top;) th.e
of the pile and shall have a uniform taper
D 'v11~ 0 (>
]?il<:.:s sh.a11 be CapI)ed.arld cy-a.dles pro'I=Lded ill ac..co:r<i '_'
detail dr~TingsQ Cans and cradles shall be pressure tre
.2~~__?__~~g Il\@~,_,:~J<D) 1:3~L\,~1:y~rs-i
The Contractor shall, at his own expense~
EJ.r:Ly'a tel'": vlrlicl1 rna~l 8)C if:; t In. "GC.'2 trerlC~',le;3, ::r:,j ~3 ~nall
... ......~ ..
o:r~ot:lle r or'l<:S [J.e ce s s a}.:=,l I' 01" .l:':e '21) \.." _c ~'-'
1) y- og;:r1e S S .of tl-.te Ori( ,~ III C 2..S'2 0 I' ...!
51 ~ct~c: orlc s1-1a11 I)y'cceed a}' arlG ' ,
.... .. 4
(:1. ir~i~ c ~c s c
10 0 ROC}': E)CG~L:..\ll~TIC)~N
R._.~_.x.--__.___.""'~""""'-:;:~~:_."""'.~.""~~"!~~-"':;~
~~:~It~~ ~r~~~hb;~O~a~~;e;u~~I~,~gi~a~~~i;; o~b~h;e~I~~e ~f'f'~~~av3tion
arld othSl" 2..}!p1)~rtell2nces .for 1) ipe of ir-:.
;3 (la 11 be ~~) :Ln e be lO"VI t.Ile CLLt:.3 io e DcLrre J. ot""} t.~n.e p
a~G'oij..r.t,~ella11CeE\ for ~Oj.1:;..s ()f ",-,"_ ter'
.- - - -
Clt13. t;l:; c 1e 2}~a11Ce f Ol~ IJrol)e r J.,,:] j 0 irlt.n .. ~-";
shall be provided at bell holesc ~anQ shall be
~ to proper grade before the p lS lG4
t iO[l 311a11 1:'02 C ornpu. ted en: ,a~ 1:) as i,s of c:. "_lrJ.~L.f cY.rn id t,ll 1~~: =,_.r::.,,:;l:;,~~
greater than the outside diameter of ~ or b ~J ~
eJ(ca-'latiorl 8112.11 'be ren:o'i.,::al ef' 2.11
ctlr::' ic ;;'ard ll1 an.G ~ ,;e ro
onry structures that req ire an air hanser or b _
Loose, soft or disintegrated shale or rock in its
masonry or concrete which can be economically removed
rlar:2Iner or; -Dlastil1g vlill ~bi3 classified El..::! l\looe;e r~oc, j;
\llO. eo inSe c t ion ..4. t: Otllel'~/J ise 110 aeld. it iC1J.al C Oll?)::; tiS t:
provided for excavation of this character.
J.1 c T}]\IFt) FE 5 EEI'J "lJI\w ERG. R 0 TJ},JI) 0 J3SS1:RT] C 111 I () 1'1 S
1.1I-ie'-r;2mo~ra-:r-of \) 1 d t ilTl b e r 5' a 10 .S i ~e i c r:~LT-'I'c'() s e :3 1:. 0 lie 'v
or.ot::ller' marl-madeob s tr'LlC t ions to tl-l.c 11or'rn2.I l=)r~ogr<;'::; s
vation~ other than utility lines3 shall be classified as
lJn.I'oreseen Obstructions !~" Trle renlo'la1.:3halI be paid fer' at tllc;;
llnit:: price of the proposal.? or if rlot so bic1: at ac:tll8.1cost 0.:3,
15percent3 as provided in the General Conditions 0
12 (J BT.!.?~13 T I}J C+
-...--:~'-~,....,....~-..~-~...---..-....
Explosives shall be kept in a safe place marked ~n_
ill 0 t e f :"0") 0 rn 1) u_ i 1 d i 11g S ,;1 s t 1~'U C t 1.1. res Ol'i P la e:; s ~/T 118 rl e a 1"1 e 1: p 1. 03 io r~ C iJ 1J. .1 C':.
endanger life or propertyo CaDs or
d t lccat iOi1 (, or~l:=
such a manner as not to e
s t o:r-ing 3ild harld 1 irlg e:{I) 1C';;3 :1..'It; an.cl lrlI'
arm with all federal, state and ~oca~
","-;;::;:: ~c 1.0 n. S ~. E:x. is t i rlg~; e 1~Ie r s:; ~'l cL t e :c El a i Ii. 5 a 11 dot t1 e r' ;:3 t r 1..1 c: t, ~~
s112.11 !J\S: protected fl'iOFl tl-l8 effect of "blast:s.1 Hea rnat;:: ~:
be used if needed to prevent flying of rock or frozen earthc
Jj:rle C;orltl-'actol~ shall~, at l:1iso'Vlil 8)::1)ellfJe;; Y'i:;s'core r.<:il'C;3
condition any property or utilities d by blas D
13 ~ S}IEE]:Ix\} G .;Lu\JD BR..U..C I1TC~
"".N_.....-,...-..-....._,;._,;,;.-.....-...___:::.:.--:.-'____.._.~_........._:~:__._....___..{.__.:.__J_.__-~.__"_
fI;11eColltra~ctor:; to ];lre":.ler1t tr-18 c. is t~c.l'";,b or- set t lernerl {,)f
r' () ::3. Ci ~3 1).:C l' E1. C ~:; S 5' f 0 u. rl d. a t i 0 rJ.;:5 :; 3 t r'tI C 'G 'U 1" es
t 2', .'t shall ftJ.I'rll.Srlan.G. p lacee.11:311eet
necessary to good working conditions acceptable ~o
:3.rid to l:)lee~Ierlt clama,ge arid (1e la.~T to tl-li2 Ol~l.("
-De 1-'t~ s l)Oll2- io Ie f 01'1 theE;. tr;'e clgtb. a.r3.c:l S i..lf f ic j.eTlc~T of all
Drac ~ Should the Engineer decide tnat ~he sneeT
at any point is inadequate or constructed) he may
acld.itiorlal sheeti:ng 01" ljr'8.cin.g to L;2 IJIEiced. at .0Y~e ContJ:-'ELctor~ s
.fjJi=l) ells.e ~
Bracing shall be so arranged as to provide amp~e w
arlCi ;s c as riot to 111 tel~f e:~ce i t.h. t.llE: C:r'l'-: aT1C SO as
any strain on the s~rUC~lires we
a:CCJ2 in the OT) i21io11 of ttLe Elig~i11ee=c:J of all1"C) le,-, v
such strain= All sheet
or' ():eCier"ed to tie le:et itl '- . . eJ:":;,
cll:-JJ5 l'1eElcy\red frOTll tr~e; VI orJ~K a. t r:.oa.c:td it i. cJn.,s.l c; ()l'GIJe n.sa T~
and bracing shall be removed until
ce ectec:t far' erlot1.gh t.o 3JC(;] 1'2 [1. irl t l-l8
i.n.t:; e:cc
(1 Einlage to tl1e 1,/1 orlc ~~)..llCl C3Y' tl11S COlltl"'E:.C or "t (I act jacerl
or property caused by settlement, ater or earth pressures
.oIj,* 1 "i ...-
caves or other causes due to failure or lack of sheet -
:Lrlg or. irnproper bracir1g 01') tl1ro'u_gll ne[~li(~;ell:;e or i')aL1.1-c
tra.c tor- :Ll1 an~r manrlel'": S11.:111 be repaj_T1ed l}"~l t:he COLJ.t:,l~ac
delay at his expense~
\,\~n.e :e e t lJ. e t 1'"J oS n c 11 i is, not 1 () cat e d n e a::e e}c is t j_llg~ iJ~ t t ].
or otller Eitr)Uctllresand 1:7iler'e ~'Jater a~n.d otl"~el' conCi
the Contractor may with the apnroval of the lD8
arid br'ucin.g of the e~x:ca""\latior:,~ In tLJ.is e-rl8~:t;; '--jC '_"~~""...h
a space of sufficient size to provide adequate space for
structio11 v'lorl( so as to P:l'S-'ler1t slJ_d.ing or' cav-:Ln.gof' th.i2 !,Jarl}:i3
into the area within the lines of structures 0
'rr1.e Contr.actol~ shall lea-ve ii'l nIace to be ir{cedded III ~c.l1'::~ I)ELcL,:fill
of the trench all'sheeting and bracing etc~J which the 'nA0~
}T~Le.y direGt in Vll'"4iting to be left in. place for vlhicll tIle C<)lltra.ct
srlall be paid,)
In addition to that sheet ana
Contractor may also leave in place, edded
of' trle t:c'ellcrl;, a.il-,i S118C;"'C ELllC:' C l"':B.C
necessary to prevent injury to persons, structures
OJ:" I)r~Opel~t ~l j "/TI18 trlel~ ~pr~:L ~'::; a.te or pD~b 1 ic) f o:.~ k"Illicl-1 lie as s
e Y1 t i y'e 2. Dc5. sol e 1 i 21) i 1 =L t~ -;yo:- f (1 y' 2. ~ ~T G. E:.:J 2 ~'~ l,",T 11 i C. 1-1. IQ2::7 _, C c:. :'.L:;,
~ne installation) and for which he shall receive no ~ayment or
.f .,. ..
ex~ra compensa~lonc
o sheeting and bracing which is within 3 fto of the surface ~~
the may be left in place in the trench without
I) is: r'ln i S8 i 0 r1 f l~ OITi t Ii e 3:(1.gj_ r1 E; e 1'1 v ~i'rt1.e rlS 11;'3 e t arl Q CJ I' (?'" C
~r~~~"e~r l~;_~-c :~f~1a~:~}~~;iTI~~t t~~~r s~:~~ Sh~ll include
,~, ~P}~I/IP Ci I~iiR.~{ I3R T1) GES eRG SS Il'T C}S
'Il:':,......III-...........,...~',,_,"'._~.w'_.,...-..-...__.,.....,......w;~.~..P:.--=::,....-......~_~,-;:-/___,......~~~,~..~.-...r._...._..-.....-~~:___'.....-._..;......-.".,.:..........~__:~..__
'1:1-.i8 COllt:c2.ctor srlall corlstr"1)~ct alid irltailJ. t.ernl)OY'8.J':,"J)" t'I~
G}:'()S3 :Ln.gs 5 co!nI)lete \/-iitl'l fla.g~nlel1s 'vI1"lel"'t2~lel'" Ji:SGeSSar'71 .t~c
~he ark or to maintain traffico orary orlages
sl-1al:L be 01" an11Jlesize to saf.'el:l carr~/. th.e load '/J[l:Lc~n Fla:l corne;
~l.lJ.)Orl .t~LJ.ern as determinec1 t h.e Erlgj,l':eer '11nn C os t ofl a11 la1..; or'
material, tools and equipment for orary bridges ana cross
sl~la 11 be bOl'l118 b3T tIle COllt,y-aC t.OI')~, ar:C1. n.o S s}~.ara te 01' add t J.oriEt1
1) cL :;rnli::: 11 t 1'i i 11 be In ad e t 11 e Y1E: f c:" c
.}:.,;2,.:..,_~~_~i I-L;~!R() ILD ftJ1JD }I-<~,Q.~;]/Tt~~.~~.,_,g;3::-~'.;?i S,~~\J (}~L
Di"ltr irl;:; t.Ile COllS tru~c t ion cf' :JJ:'l{ "t..'LllCter'r::.(:. a tb.
t:, :C'2. (:.1,;: F:~a 21 d Co U rl or S t a ;~ e a ~l5 J T:: 11 e' 0 Tl "'C ra c: -C 0 1"'
I his operations ltn Que caution in
a"r1Q and f:or tl~le ln~.enar1ce of
TIle }\:let lloc? ctj..!.~. C orlS G 1/}1...1C'[. w', v ariJT o:cl(
to railroad tracks and
~ "^ IiII """!II """II . . . 011I -o:r. "':
T~ e s ~P(:; c::r: l v e y'a :L 1.110 aoo:c 2::1. ;.l Q n .C l rl-\l 0 -L.. ~] e Q .~
()r~ 11igh'Vla;l d epa::"i"':trnerlt Ei2.:] I):~O\Tid e s~u.c~n irll3I)e c t()l~E)
..... J,~~::': h_
as, in their opinions are required, ths expense of which
1) a:~.d. i~ or 1J3/ tIle Contrac tc):e " TIle Ei1f.;ir3.eE:~c' sbal1 lTStl(E; al
IE;arlt, S tllf::l'"lS f 01"18 ~\l i tll the o.-bc,"ve rla^rn.~:;(5. c. cn.c~e:c'r13 j' an.c:, ii ,..
SI'"lE,11 r:LOt. if;I trle Erlgineer j_r.t.:"Tr it itlg ,~:~t lea,-:'~ t f'ift.z:;; ;2:LJ.
"before pJ:~oc:eecl 111g "vT ith a.rry" ;l!or~}: 011 Ol"'u.rlG.<s,J':"' said
stc;.ti~ng tl1E: tinle 21'ld pla.ce: :/Illere he 21-1211 :'L"(lteI~fe~,:';:::
(; 0 rr'J) a.rl Y' i S P 1"" 0 pel" t ~l () In t b. C S e c. c~ s e s ~'T t-s I'::; -::; 1: e i s
t CJ :.-10 '('lo:rjl( 111 tlleaJ) 0'1'2 d;~ signa. teo. ::-' ~c~C El~lS
deposit or Dona, the Contractor shall furnish said
D OD.d ~
~~~pe;l~~i;:~:~'~f~~ O~o~f:~~~~~~a~~~~~~,~tm-~~'tCIl''Y to the
shall be pro\/ided a~n.d u.seo. b3T tIie COiltra.ctor .for tIle SEi.f:~ ,allcJ.
venient prosecution of the work~
PiPi2 cL11cl otttel~ rnaterials sb.aJ..l -De t;~111c.:ac3.ed. a.rld d is r1i'b"ut:2d
OD in a manner approved the Engineera
t .tl:(' O~/111 01) Lj 'L- r;tl (::~,~:
at 1.sfE1.C Tnarll~ier 31"lELJ.:L 1J'2 ;~l~
until such materials have been examined
c !~er}e Corlt-rae t (;r sb.ELll f'lJ.r'rlisl~L
s1)~cll e:sEunillCl tiOll oi~ T112. te:c'ials
t:3r rn=Lin rrlat~erials slic::.l:l be cE11-;.ef'lJ.ll-:l lO\rJered in.tc; trl:::;:~lct.
plEce by means of a derrick: ropes or other suitable 'coo
eq.1.:1iprLsrlt.;: in S1)..ctl a IT1S.1.1rl'c:1" as to pre"'lel:t c1arna2;e t() rila tE:~c'ia15
protective coatings and ~lnlng~ Under no circumstances 3na~~
main materials be du~)ed into the trencho
~ Laying of Pipe and Fittings
"""y~~:""...~.y.::~~;:--_..",,,,,,,,,,~.,,,,.....................-.',.........-,,,=,,~.~-~:......-'.~:~,~~~~""""':"'~:._"'~'_:';';"'..'~~:'I.-_"-.~._!:"*:.~~~:_.."':x-........__
~,3(-:; f 01-";> e J.. {)7lT e l"l i rl,g a rJ.cl \',J 11 i :L;2 3 t,L S ~9 e 1,}, d ed :; t 11l:; Y) j.. ~o e (3.11:5. ::: =. ~:~ <~
be cted for defects and rung ith ~ naTIner
;:3. rJ. Y' c.::cacl--:s 4 PirlJl de fe c t i-liS.? (1 a.rna,ged or' 1).rLS 01..l11d Ina te r"ia.J
I!': ~ ....
l~e J ~8 C ~c:eQ
"r~ 11 r." 0 re :L g Y1 ma t tel'":> 0 l~ o. i y~ t S 11 a 11 bel" ern () "';/ e d f':r'" CiTn t }-l (~ l rL S .Let
tIle 1) i1J6 EL11d fi tt il1gS befcl')8 J.. L, is lo~v'l'eJ:~ed in.to j_ts I) 0;3 i';~ icr~ in.
tr-li.S trencr1~ arld 8r.:.a11 -De t: clea.11 apl)r'C-::ieo. rnet:LllS d tL:~'
aDG aftel~ J..ayirlg c .l~ll oIJerlicl@;13 ,alan.g tIle liT18 of tl12 rna.:tn slla1J.
be securely closed as directed, and in the suspension of
a rl ~I ~c llil e s ~31.). ita -b 1 est 01) 1)8 Ie ;3 S t: all e "C () 1:J l' e '''Ie 1"1. \,..
o t~ I-it:'; :e s 1;L 1) s t a 11 C e s f 1"0 ill e 1'1 tE: r"> ill g t [J. e Tn a i 11;-
1) :lIJ e E; 1'1 a 11 ~D e b e (1 (1. t:::C:. "i..l n. if 0 rrrl J~ 71 to' l "C
shall be laid lD ter or when the ~rencn
unsuitable for such excep~ by written pe~nis lOD
.~2 r~.s .~
.~..,....~~,~"____-<~:'.,~.r~ t~~~.S~~~~ I~._~~1) e . 3~~~:~~_:~~~~.~~:ci:~;;3~~
~~~~~~~~~~e and fitt shall be
a. ceo l~d an. c e Vl' i t}l n bT 0 te son IvIe t r.:. od 0 f' I rl~; talI 2. t ion H :1..:(1 c 11).(1
AeS Ao Specification A21QIIA
~/TrJ.erl T) ~L I>e:3 CJ..:re cut in tIlef:Le Id;; tIle clrt o:c' S t.l~aig)l
have all sharp or rough edges removed before assemb
~!y.~rG~~_~:d a~~~~~~~lr~-l~~;eIc~:d j.nto thE
c~rlG E>l)igot; en.ds Sh01J_ld be thor.o1.1g11.1~i cJ_ean.ed and l..'
&;Etsl;:et thorOltgrll.y Itlbricated.c ..4fti2r tIle ~oipe OJ." f:L
inched home by an inside cable or outside cable choker VU0-
Sloe annular opening shall be wrapped with a suitable cloth
d.j.a.1Jer 2rld 1)01J.red completel:i fl.lll of cernent grCtlt.\) i\ll..j Cll"lt.
nI)OCeo.l1res s11all be in accordallce v,ritb. tlJ.e lTt2111)..factt1r'er;s 2:-:ec.C)1T1-'
rne11d -8. t: iorlso
Metal wedges or other approved devices shall be provided and
iTLf3te.llec1 irl each e.i oint to aSSlJ~r;e th.e CC11C1Glctj~on of" elec r':Lctt.
tall li118S c
C,~ ,32 t t j_}~.L,:; 1I:ld Y'a11 t3
......~:'-_...._...."II:~.._~'~..::-:..-..__.___,..-Y<._:..,.__';..---.....rr:-~_
I-IS'.d r- c. 1'1 t ;2. S 11 a 11 [I e 1:) la c eO. VI rl ere s 110\"111 0 1"1 -C }-le p 1 a rlS u ~'. ~ _ -. ,~
b ~/ t:118 Er1g ille er' "
ts S11211 ~oe SiJMI)lJCrt.ecl ":~..1l)OiJ. a CG1'lcr-ete base
;;~ Inj_l1 i:r1lun 0 f 5 in * t 11i c 1,: v Ea. c h l'ljTd r all t ~~. t- 0 be J: a.c:.;'=: c.
:f a. r e rl{i 0 f t.ll e t y' e 1'1 c rl. b Y. a 1) i e ce 0 f 4 li :-: Ii. n t. iln1) e l~' -
'ctle case of the h~l(lral1t.9 arlO. a 1"] ie ce o:t 6!! }:6 n t: lillDeI-
tha~ 2 fte long placed vertically against the back of
t s of S 1J_f fie iellt [1 S h.a 1J. 1)8 j_ll S. t alled 0.;:) 'C 0 ___
El 1. (1 j'"lTll.U-n of '7 ..-1/ 2 f t.:o of co'')" e :c- c '"',," er~ i~ 1-:. e OJ
B.lla tl18 lO'/Jest oiJ..tls.t 1"1ozz1e on, .c.ne; r-all-'C sllall
less than 15 ine nor more than 24 in above the linec
l,'.).t:.e l'e \Jer a I-f,yclra11t is set J_l1 S 0 j~1 trlat is 1>2 r.,:.T iO":l-!..s
shall be provided at the base of the t by plac
~~a:~~~ ~~e~~~S~~d a~t~~:sl:~li6~d a~~~~~ c~:~:e C~):~~~{1g~r~~~~~: DO"c-GOm v
arid to a d is tance of' 1 f't", EtrCU11C. "Ctle 1>?tse elbo~'l"
1iIll e r':; \t ~:~ r a 1'1 ~.7"d l.... a 11 t:; is set i rl C la J,T 0 r. 01:: 118 1: iLl p e l~ -II i Ci 1.lS S C =_ J.. j (:~
drainage pit 2 ft~ in diameter and 3 ft deep shall be exca
l>elc':,'I eacll li:)Tc.ral1t; lJase 211d filled '-::'o2TlI)aJ~;t: itll ccars.e -
or' CY'"LlSl18Ci StOl18 arld. COELr;Sf:; S2..11G; 1)."tlcieJ~' a:.-3.c] a.y'ouli.Ci 'yi1.f:;2_~_i;..
concre~e base to a level of b inches above the waste nnon
CO'\Te~C' cLll rnatel~ial placed :for' dJ:'airl::?;.ge itll 2. rn in. llTI l]J1 1 ()~C '-;
of tar papero ~o sys shall be conne ~
s nrJ.s"C rnaintain tt.e:L:r pcsltiorl atld nTust not l)e 1:C110
out of plumb during backfillingD
~~..~ .t. ~ c~ TJ
~e \7:~-~~~~cfF~~~~t~i-is shall be placed \'ih:~re shm-Tll
or as designated by the Engineer~ Jointing shall be
'\l ic>u.s l:..l 51)e c ified l:,.ere irl"
TJnl e:3 S otL.er'1Q ise S},)8 c if:Lecl. or' sl~lO~'Jll or.!. tile CtrcLl"1
\Tal'-le 1)O~KeS sLJ.all be in.stalled v:rit.~i all gate '/3.1'\lc:
s}]}al1er" a \/::1.1 ve b o}'~e s s11al1 be firnll:y' S-LJ.l)l)c,:eted -co c
a.rid tlrD~j aligrunel1t o\.rel~ the ~~"Jren.c11 rfJ t of tb.2 ga
cover flush with the surface of the finished pavement
other level as may be directed by the Engineer 0
All geared valves and such other valves as may be des ~eo sna~~
be Si:;t in mas on.r;yT "'v-al \Te rnallno 1e S 01" v a'u~l ts 1'] i tll tlle"/JI''Sl1i,;1--" r'Lt~L t,s
readily accessible for operation through the manhole
Manholes shall be constructed in a manner that will permit minor
\7a1178 rel)airs a.nd to afford protection. to tl.H~ rJil)e _frlorn ac
wnere it passes through the manhole or vault walls~
Eo Reaction Blocks
1Io:"'~"'."":":'_'.Y__:'Hr.-'-:-:-._.'-"""""".""""'_._IIfIIo*'~:'-';;~'....-:'"""__..""'~._~'IIIL'...~~:_...,
.AIl }! lUgE) J C :ij;);3 tee s arid 'De {}Gi3 Llo~r'e
ided itll l~f~actiol'1 "C8.C" _ ~, ]{ i.:.
S11itaJJle rn:2t:3.1 l"")ods or r-1E.trrl8i33 ",,~Jl~lj_c11 a:Ci:.
D~ may be used subject to the ineer!s
blocking shall be so p12826 t~a~ a~~ D and fi
accessible for repair, and in such a manner as to
against undisturbed ground.
Testir1,~ of. lines shall rLot pl~oceed tlrltiJ.. cOllcrete tllr-tlst bloc}~;3
1-12 ':<?; 21. t t ci.illed t Lie ir d. e s i.g;LJ. S t re ii,S t 1'1
......- .......- ~ .
Jf .;- i-icrLJ s e ;:) e :C'\ll C e s
'~r~~-.:3Fl~ir~['--DE:~~-.~ETl e~~-Q 1.1 t y 0 f -c 11 e Co rl t:~:c act 0 l""' toe () c i) e l~ GJ. .t~e _. t. Ii e:
.. ~.....: .......... ~ ,
.G 0 2,C Cl.:LI'"3.'"CE; re core. s c<c serV'lce C OllrlE: C; 'C :~OllE) as ::0 LC<(:": :L or:,
depth to top of connec~lon; size of connection provided
other pertinent datao location shall be made lD re
tl-.r2 rlE;a~rest l12ldrant 1'rO}Tl tl-l'2 ,3;sr"'ilici:;.~ C1:tr~1iJ Sto1)8 2~,rlEL.Ll _Loca.
a.s~31-lo'/Jn ell the detail dl"a:i'T i11t;S211C S l12~11 "-- tied to llc',.lf',e S o:c
()t~'le:' e:::...s t i:"l6 s trv"c t1).r~:2 s fEll.is r~e cord s~Cl(3,ll be li:ep tjc j..n. t l:~l
Contractor and the inspector on forms provided by the lneer
Water services shall be located at least 10 fts3 measurec
110r:Lz()11t all"";;!)' a:rlia-::l f'roEl e:'c is t ir'J.g s an.i f:i ev'~;'er se =_C2 dllCl
the most convenience to the benefitted propertyo
ter services shall be lDo from the ater main to
for normal domestic service De ~~ _
s i~?~e e.;:; re c1'l..1 il:ed tb.2 lXleel:-' E;l-.!.c.J_ =-~C,-,3.
c:~.. 7' "'-1;/2 ft l) of CO\rel~ arlG. laid assllC1',,Tn ()rJ. t~lle d.etaj_l c1
C orltr~a.c tor shall male::: (:::,:_lJ_ t Eil)S i~(J.tc 2l'C 81"l it"}
of 1'"0 frC)lTI 11oJ:">izcrltC:Ll ancl in:stal1 c;oI--J~oJ:)aticrl c
service pipe sb.all 'be irist:.alledc;ocltllll10'lJ..S I.)
IJet\'J.eerl. t~ne COrlJOration cocl{ orl tIle 1.0' Erc<:;r rnair'1 and 1~rle
[;.llo:',j i:C1"gappro.'xirna tel:y 1 rt ~ ol~ slHcl( for~ l)OS sib 1(::,: ~~..:;
ili'-e~~~~~in:2.lf;e~~l;~~hall be backf'ilJ.ed -co
S l..1:r .L a. ceo 1") t 0 S'Ll C 1~1 ,s ~C' ad e S 2 S S ~) e (~ if =L e d 0 J7 E
dr-ai'T ir1gB J.:ille bacl<.:f ill :i.11g sr~al.l be g; i~las ::; COil as
t }:-l8 1) :1.1) e [12.. S b :9 en rJ 1 a c c:;d cirJ.d s 1-18~ 11 t, 11::; Y' (:: 2. f' t f~: J':' '1:: e c
r c:~l) i6~ 1 }T as t 11'2 ~9 rot e c t i 0 rl of t 11 e b a J_ a rl':~ f~ 0 ft. l~~e .C .~
:3;~8.C~~=-li~lg sr1all be dorle as c.onl1)letel~;T S'~s' I)<Jssi-blc,~:~v'
1)r'e-le11 t afte::.~ se t t lerneD.t.9 C.01TlI)2C t irlg t}:-l':~ rna t:e rials
COElf)lete filling arld .using tIle best rnateria.1s 2:.-'.lailedJ1e
purpose, free from boulders or stones= Depositing of t backfill
811211 be dorle so tl-l.e sl1.ocl( of f'allillg rna tel"J..al V-J ill not l.)~rE;
str11ctur.e 0 Gra{J,ing o-\iera.r1cl aroll11d all par.t~s of tile ~'7o:c'l,:. 3t~a.l1
aone as directed by the Engineerso
.Le "G e (; 1 e Etl1l1 p 1:; e 1-1 =l.l-ld t 11 e
[=.C C ornrnod c.t e tIle re tl)~l~n t. c rlorn1al S 1-lO1.11(1.
in the Engineer1s oplDlon, fail to dil
a.lid (:2- :=~'S"-'l~.~~) ~1 t::3 &: .():'j~~~.: __ J~:'':;~._ .:l":;_~~~~~-_ 'C Ein::/
De lirnited to 6C)Ol (< f 0 E.l:dtlie arnO\.:Lllt c.f t~:TOT'l( on,
cleanup has not been accomplished shall be limited 0V
~I:lle CO::1t~cact()l4 sllall 112'\)"\3 ;3.:J.fj~icien,t e:~L l'Dnlen.t oD,tlJe j c~"L .,:::~:
ti.rn(;l~T o8.clcf'il.l a11d cleELlltll) at E~ll tiEIC:;;:3
G'::cEL}-l'u_la~r rrl2.t:eria~1 (s ar.:.d f' ill) s f'r'ee f::corn r"ocl':,s ar,.G
1Je cie~ocl;3 i ted in the t::relj,cll S ~L.nru~l tS.r-.:.80lJ.3 orl lJotb. S j~cie E~ 01'
f' r~ () III t J.1;= t r' e 21 C 11 bot torn tot: b. e c e Yl-c. e 1.... .ill};:: 0 Ii ""C (l e TJ ...... .. ~
allQ ccnlpacted. t)~T FIr-ern tIle eerl t.eY-l =Lrt<:: of' t118
,al:Jc'I8 t:;h.'8 l)i}~e tl-letr'211cl-:. sh.alJ. )'JE: 1J3.c}(i-'=1.J..lec: l.tll
e:x, CLi \Tated Elate:.c5..al 2l"ld C cTnl) ae 'c.ec.v G.lilJ:,,;
I Yl :~ l~~ e e ~le r1. t t 118. t 11:3. t u.r~ c. isu it aJJ 1 e s e ~l. e (~ t <2 d 1=: a c l(f i 11
not encountered during normal excavation of the
t:e(~llctl f'cl~lJac1-=.f'il.l J...11g 21')OU_lld tr-le COllQ lL:L T~
COlltractor shall provide and place such -
(ill i1-.e d at rlO eJ( t r a C ornp e rl sa t ~L 0110
S-cLC c.s ed irl~s la~Te rso f b c.C l(f:L 1 ~~ rEa.y. con t: EL in. coa~2.--}s e I12.::. t:, (:: r i.a 1. S J "'1"1'
i3rlEl.l1. be L'r;ee fr"om l:Jie c2sc;f 1')0 frozer.l t:erial :,c Orlc.:cete:
Y"001:;E;;1 _J till Ci.:1TiS~) y";:tDD lS and ot;tlS:C E trnilar '_
~cr;e5.en.ce irl t.l-18 bacl(fillt! :Lrl t.(l'2 O-C)irli:)tl of "[,1-::.::;
cause settlement of the or damage ~o zrte p
d j.::<~ loarn or') OtlJ.81'" l.ln.s =Lt3~b1e lTlcLter-ialf3 3~'.~c:.l1 1)8 'lJ3ed
fill in the top four (4 ft? of ater main trenches
pavet portion of the streeto
broken blacktop or other such terial of a size
:2 \; irle,nes in dialnetel"1 be lrl ~CI1{~ L1.I)~q!?;1" Ol}e
f il1:Lsl-lec1g:c'acl e I)
the trenches for the ater lines ano services ha
bac~filled and gradedy -c 1:- -:~ shall be cCElpact.ed
"lj_bT'a.ccr~! cOlnpactir2.g l~oller 01" Ot11;:=1" a.p'~)l"O\i;.:;d
'he full width of ... .' ..... J\
c"':,;r E; Y' ehe eXC2\la-CeG Q,J:'E::a, \../
Gor}t,irl~Lle 1)~~nt,i.l no flJ..rtb.er E;ett1eITlell'i:. CCC1J.r5
....___..:.t'-.....~..'/_......~:........-=7'-'".~__.....~...~:._....;,::__....~_....-...~....Mti_~~:....~..-.........""""'-"'II<_..~,-<<"_""""""'rI-....-.I:;_..._,~~:_.~......~<v-r+......___"/I'"......~........._~.....,.............
~o lEid :Ltlg Eiri,d Ina ill terl2.rlC e 1"'2CJ.U ir~elnerJ.ts E3f'c c if'led
tl"le Corltr'ELctor sllal1 also l)e r'eqv~ired
orL tlli:: s 'G~ceets after C 0l"111).:3.C t iorl all(}. h.i:;ll
Engineer~ When so directed by the the
provide one tank truck of adequate size with
S1~ll ~c ac) j~e CfeJ.iprnent for Sl}:r-:Llll::1illg s t.ree t 5 ~'';:/lierl s
at all ti; es for street maintenanceg ................. ill t11e Or) j,[1 iorl
J:Lrl:_[; llle er)) t11e Contractor is not maintaining adequate d
wi~h one tank truck, l-.L e shall provide additional tank tr.~c
no additional compensatioDo
All deficiencies irl tile cl~~la11tit-s, of rna.t,=r':Lal fior bELcl(f'=Ll
tr.e11crl8 S or for filling depressions c .2 1~1. ".;3 e .;J~ ! t .~ .
s e ~c ~.G J_ e .r.[l ~~2 1"1 i~~,
be supplied by the Contractor .... ~ ..-~
An}T eXCf3SS Ina1;erla~1...
"'h .rr j .... "" "1 ,~
aep. Sl~ea wnere GlreC
e ()Yf:I) e r:.s El-;:' i 011. (;
e~~ shall d.eteI~Dli11e ~illere eX{~~2 s . .- -": ~
...:.,..,....- -"'--'" .ce 1"l21. -...... --
ithin the Village limits
TtieCo11tr"actor 8112,11 r-'elLedjT at::: 11is O~"Tt~ e1:1)ellSe ar.:.7l ~~ I. ~=.~ (; :...1
al~)rJea.rl ill tile bac1:f'ill ::~'or a IJeriod () f" 011::; ~:re 2.J~ fo 11 O~\J
(; orL~91'2 ~c :L 01"1 "
.... -....... l .... t ~:e en c 1J. e~x c a '\T a ''C i c rl for t II e a <: ~::~ J:i r{.~ ~?~ i_ ~1 Et 11 (:1
~:~d l~L..e ?~-i t^ 11.8
i5~'J i t.b.ill tIle r iiSr.L t --of. -L,r3.j7S of S-c.at.e C ()U.:1t""!:/ J
o f~ t ll.~::: 1:+ :r: E: II (~; co rnr:, a. c t io rl 0 f rn Et t (:; r iEJ.l,::~ CJ.. J:ld i..J
~ h~; 1 l e cot () I~Le in s.trict acc.oYJdance 'II!' .:.... ~.-of!
......" "~._------"'"""""y- l ~c) l1 ~t~ .(l ~2
,~~ ....-.~ .r.~ sJ~ie c :1..1' JLc at i oriS ._. ..... .-..r . ~ ~Jl~ C
o I ~ -;~. ~(~l:~2 ~~ t. .2~ ~c :8
l103.dd it =Lol1al. c.ornpen.sa~::; io:n
:n all cases, the Contractor shall . f~ _0 :...-.,. ' . ~
.....;:..... =-.~ ,,~j'#o '__" 'e1:1'2 2.'" 0 .:=.G '/T
, ":' ~ beer1 bacl(fill::;d ~ ~ ""': """:~ +'1- ......
~ r.~. e 11 ;:; J~~L .ri G: [~ s .0 ~c~ 11.2w ~:: J_ ~c: .s 1-1 :,:.3- _L 1- .0 .~2 1J
'cy;af'f' ic a~t all t;:Llne s c Contr)actc)r sl~lall 11.1aj~1:ta::i~n ~t:8 ro
ir:~a c. 0110. it 101'1 ac eel] ta~o Ie to tIle Ellg irleer- 2.t:2.J..1 t lIDe ~3 l_~_Clt :1.2.
final acceptance or the entire ark by the Village~
_ ~ ~J
u.L~;:: C:011 t:CElG t. 01'" shall l)r~()'\T :_d e OD.e IflO tor' e:l"-' Villi cl-.,. S11ELl
:~:11.> 122 t t !J.e pro j e eta t::3..1 J_ t :U;l e s f () I~ S l2 J.~~ ~f.~ l~?~ f;' (:; 1-:1 a :'L II ~t~ :1 ;~:l ""[ -1 C: ~
~.t; l~~ e opinion of the Engineer the -~ ., ... ,
l~~ontr.ac OI~ J_S 1.lO~ _ot""'.......
street surfaces sufficiently 1_.C 11 () ~rl:e In c~ t~ <") :;:~ .~.~, .::.~
"'t T _..~ [--=; /~ additional blades at no additional cODpensation
.: .~~-- :,...../... ............
S: 1."=::;2 c~ =1- J~ i ;':: .a i:; i c) 11 E3 ~, ~~:.{ i i
- #
~::-; 1-1./~ J~~; .:::: () f1 l)~rl1 e . ~ Aj
,~3 O'!: n.f::Y"':/J=:... ,::3 f::
ected to hydrostatic pressure r..-:uO!
~~~2~~O~ of eac~ suc~ t2S~' shall be at least two hoursa
.."" -I .-
added to maintain the pressure shall not exceed the
100 lineal feet of pipe being tested d~ring the tw hour
specified in the fOllmqing table:
Pi-a e Size T<I.e.:{imurn. ;.4.11c'7/:; a~J Ie I'E:: al{ag;e
_~..__ C+ a 1 ~o ~~~/ 1 OO_.2:~~..;._~.~,~_J? ~J2~/12_..."._""_.,,,_,_.o,,..,,,.,,,,., "" _'.."_.,,.....
~:; g,i ~:~~
12 n 1 ,,() .G::aJ.lOil
16 It 103 gallor:
~~:: ~:6 ::ii~~
Eac11 "'\/al \Ted see t i011 of 1) il)8 sllall -be slC~t! leT filled -'- \./.LL a~cel'
and the specified test pressurej measured at the 1 st rloi~t
of elevation2 shall be Epplied by means of a pump connec
the pipe in a satisfactory mannero Dlue
s and all necessary
Contractor. Gauges and me
E}"I)~P ;C' 0"""1,3.1 of' t fie E11E;. ille t::::C' ,3.~:j"d t fl.:? rle G;2 ;3.
(). ire; e t :::d c E>s f: 0 1'l8 c:.~)P 12'- i.:li t ~-J.t3 ;31=> e c if i;.;;cl ~.. ___._
Sll2.11 'oe e:(p',:;lled fr'om t~ne piJ.)2" To 2.C(;OlT1I)I. is['.:. this>, t~11)Ss,b.E~11
be made, if necessary, at points at st elevatio~sJ
a.f t c; :r~~'<I,?.l"d t i g 11 t 1 ~T J~ 11..1 g ged 0
craCKsa or defective p as} f~tt , valves or
discovered in consequence of the pressure ~est shall
clrld l"e}!laced 1J~1 the Cor.:.."0rc1 c.t 01";. itl: ;3()t111(5 E1Eiterial :Lrl ~C.ni,:'
arld the test sL-1.aI1 be repeatecl l).n.t:Ll satisfclct.or;~l to
i'""ft::C::Yl tIle irl:3tallatio11 112Z3 f)eell test::ed tl'le CC)Y1tl"ac:tCY- 311a...;.~_.1
f'o=LloVT tl-le d i,sillfectioD_ t):ccce;j.~J.res <3.5
~Nos 1~227' 8"nc1 l\T 0 {l 1222) of See t j_Oi~L ~(J~I oJ:'
Sa 11 :L t e~ <~ i 011 ll:; 0 f the T,lirln"e:3 C) t:, 3. EL::t-'C Ine II i:; 0 f l-Ie a 1 t 11 "i ~::,;l-::. ..::; C O(l-~
tractor shall become thoroughly informed on the requirem~~n s
of the above mentioned manual and shall maintain a suffic:ient
rn)jllb e r of C 01) i e s of s anl e 0 II "c l--l e ,50 1: S l "C 8=
Unless facilities are available for the introduction of E:ither
c}11oT"lllc or- lle,.9..\ri13T cr1.1crj.r12 t.ed 2. ter d. j.Y:.2ctly. irlto tlle
ell t;h.e iT' C ornl) Ie t. iOl'lJ chI o:-c irle (). is :.rLf.ec .t. E.~l ~ ;:'~-J.::';""'~~~Ld L
each joint prior to jointingo
axno 1.1 Ii t 0 f' ca 1 c i v.rn Il ~rp 0 C r11 (: 1-'"1 :L te ~3. \lEl :L 1. :3. () .Le C](1 1 01.' l.li. e ) i.1 aD
i311cLl1 rJe ctdded. to 8clCh 16 ~Ct 01 -,:,:. ';:;0 :t'tlY"[iisY!. :'.~30--
1 \)" t i 011 C OYlta. illing t.rle :rnin.inl.;)sn arnO"1J-lIt 0 1" fI~ee c rtJ.. or l.Tie
-18- ~~
P:L~oe Size .g~~~,?-~~iI~2,2:~2.~-~~~.!~ ( 6.5;b a 'l2. =- ~L E,,"b 1 (=:
,.....-w;ar......;...;~..-....:--.;.:~-4"........:~~
6H l~1?~ ~~:
01!
C)
:L2n
~, c.' n :2,~1(/'4 029
~::. .....,1
2~";j 3 ,h" l~/ L~ 0 ~,~
....., 0::30
../
(1111 ~l f r e ~~; hd is i. i'11' e c t arl"'C ;:;3 :3 b~ a 11b e 'Do.;3 '2 (~;" a,n. d ":; b. e El3. J. r:L
water and flushed not later than one 18 :~3.l,: Ei ~[~ ~c :~; r~
has been addedo The water (conta cb.lor'lr1e)
tll.e p i,pe} being disinfected) for a minimum of twenty
r1011T4S ,~
TJi11c;s S otll.er<"7/j ise Sl)t:: c if tee:. o:c
[~; rl~:i :~:L~ 1 :-~l.O t. e required to replace
a :.~~T ;:.3
t~E;:r lila. irLarlc1 J_ ~c .s
tl....Lf2: COjltJ;:'actor~
HevIa \/ e =~ :; if' th.eal ig~DlTlell t
;Sl-lt::f;fTIl ()l~ tr:.'2: 1) lans:J :LS
tJtl^C tt,c~ l)ro:K=Lrllit y of" s1J.crl
a.rnELg,r:: or~ r~erno'12~J.. elf' S 1_lC 11
the. paving which he has removed :~"'-:~ -;:')
C OElp e 118 a t i 01~L,)
alk in conformance
additional comnens The replacement shall include the
obt2ining of line (:r s~
ettilJ.g of line ~3~ ~.: ~:0 i .J1 r:; i") ~f
i11 lie
1:; 11.e Carl tr:c1.c "t~()r
1:he:e e s l~lEL 1 .0
'-~"
{3 -t.T :C; 1"1 i~ r e :s~ s:
r'ernc""Iec1 t,
.... ~ ~
J:.-. .() (; lA;": () l~ t:') T:~ l~~.. ~21-~
t I1t3 .(; ., ~ "'.or;: t-::L 011
.~.y~:"" or"::'"
~ ..., .rjJo ".j .,,,!, , .1 (:; ..2~ .~3 ~~~
l:' LJ a C ()11Cll L;l()11 ,:3~.1~
\) f: J:~ e 111 c) ~~T .,"3t ~L TJlere ~\j ill 1"10 acId. it
:Lt~ e In::
~""
Any sod which is disturbed during the installation of
~lnes or appurtenances shall be replaced) includin
b1c1Cl,: doir~t ~ rr'irle Contl'1,actor vIill be J:-e1nJ[:)uy'ssdfor'
rnSLX. },Ul urn 0 :~. t '2 r1 (10) f't. ~ in:1 id t 11;. rfie c~ E:; '1..1.1:(;' d f' J.. -';.f e ( 5 )
i,.. T}l8.te:c"l pj~pej ser'"'/ice or otbc:Y' u.rtena,I,~{,.:
requiring replacement outside the ten (10)
be laced by the Contractor at no additiona
~~a~~ ~i~~~~~;;l o~e o~:p (1) e~t:o ~ot;~~ Sh~~:e~~a~a
triarl tliI)ee (3) in., of C01TIl)ac"ted blact: :5 ir-t (J
Unless specifically excepted above, the sod provided for this
ject and the procedure for sodding shall coriform with the re uire
ments of Section 3878 and Section. 257'6 r'espeeti.vel~l c~f tl~l::' (.": r'
~~~~,~~~s f~~t~~gY:~~a~~n~~Y'~9~t~n of the Ylinnesota nt
e:xca 'f.J8.t j~on
'G he gar3 So
cu~~ said servlceJ nrCVlC
house service shall be borne
be OOl'1rJ.e b:;C"" the Contractor ~
The Contractor shall cooperate l~n ~ne inneapolis
this phase of the worko If any expense ~~ incurred
is Ga_sCompany- j.rl c:ollr18ction
gas service line hich is c
cost of same shall be paid the Owner~
cons as an obI tiOD of the _
of the Contractor to the Minneapolis Ga CompanY5
,:i,grle,c::rnent to in,dernnif1}T ei.t::tl,:-:r t:11:2 C01"lt:CEJ,:;tor' c~e said.
~G shall be the Contractor s re to not
inneapolis Gas Company sufficient
~ ~ruction~ The Owner shall not _ ~hlQ
l'1j_cIJ. ttl.e Con,ty-actor Dia-;;T enc; C1.L1S f'ailu.:ee ()n. o':;llE::
part of the Gas Company to promptly do the necessary war
The Contractor shall be held liable for any d
11() Ll;3;:?; se11vic e s 1:)8 C a1J.;se ofc. ar-s le:3 2,Y1e:5 s or' rl(:: :~,;'l
remove all construction plant equ
Ius materials; shall clean the
ELll:5. aJ.I;3t-:2eets or Ot11E:l"" 5sr'\JiceE5
Or'l{ as rna;;l
s occupied by him in a ne 0
hall be done with
lie t.:ca've 1 0
.?:3 6'c_Ji;~l}:I~~C2:"2,,~ 0 F r.~R :t~S IJREl\'I~:~I~ ~~~~'TD p J1~ -~l~~~I
.~~s.::::~~~~Ze~:~~~l be paid fOI~ at the c:on:c:i:ac;:;
f'oo"C f~or eac.l-l diarnetey' of' pipe I'tlr11ish.ed, 1'\f~llCri.
the cost of furnishing the p ,rubber gasket, JU
material and of delivering, handl
te s t ~ ]-,">(' ShOP 2.l1S1')2 c t :LOrl VJller1 .~ l j
work necessary to install the pIa
abov-e sp!2cified ~
'ji'(",() lellgtb. of cast:: iroll pipe for~ '1}T}"licrl I)2:':lTnan.t is EIL:tde S.;.l2i.J.._L
tr.:.e aetv.al o"\lera.ll ler.i.gtrl rneLSl.lred alortg tile 2.1cis 0::' _
~vithout regard to intervening valves or specialso
Lengths of branches will be measured from the centers ~
p s to centers of valves or hydrants. All lengths
measured in a horizontal plane unless the e of ~he D
more than fifteen per centc
~;;~-ff1-fu:~5~~:~~~~ }:b~~:~ur~;e~n;h~~: ~)i~~r _~s c
the unit price must reflect only the cos~ of Dine
Piling cost shall be incorporated into the cost of the
described hereinafterc
~st;CI~~r!IT1~t~;~~i~~J. 3pecials 'iJill be paid for at
unit price per pound for the standard we t of the ::
EL },-:.O.;S T)2 c j_ c, I [5 i ]'"'1 S talI e d " P,3~ jTlEe 11 t'.31'l2. 1 I n. () t be El cl de f: 0 l'~'
b~ bolts or other accessorieso
- .
t) ;2' }"~~1 e Ei S 1~1.r .f:~~~ (1
ci ::~:.-Dov'e 2"),~c:el:)t
cost of all prestressed concre~e inder type fit
sllalJ~ 1::2 irlclllCled vTitll tIle cost of tl'l,e 2110. D.O
shall be made thereforeQ
1) e D2.id f 02'"" at tile C ontr 2LC t ;~;~::1i t:; .or i c~ c;
- -
:'_ Ii S ~;.~ cL 11 e d C 0 iT1IJ let e 1.'] it ro!. d :r- 2i II age I=-ii t ; F; ~C' a, ~~. J C 011 C 1': ec
DraC a rant extensions ~11 e paid for a~ the
unit price per lineal feoto
~UQ extensions) will _
th2 unit price bid each for each size val ana oox
tEllled COrHDJ_e'C8
te V.alv.es and r1anhoJ.~es
__.,__:..-...".._.ac:...______'.......::'-lIr--...;._..~~..;;.~~~._...'JI.:....._....~.,.."""'_.........,.__=,_.____:~_.,.~................,.~...._..._._.w.:_.;,;v_.....;:_.-..v./ .--=,":-v.,..h".~:~"...'...."...,_,~yy.~,.~y.....~:,___
Cr ;3-t e a 1 "\l e saIl d ITla n 1-1 0 1 e .3 0 Ii "ii a 7.)..1 i; s :-1 I b e f' 0 J:' a u !..~ J_
~-2 J~ ..
pl">ice bid fa:,') eac~n. size v.aI"~ie f'~ r~l1islleo. ar'-.C} i11St.cL]~1:2d
~ ~'-":~; ir10 11)..c1 i11g t11e ff12111-::.0 Ie or .,r au.. 1. 'C ;:; T~ l~ll C t: V.l"e ~
~~~~~:a~:~~v~~~ be paid for at
per lineal foot, for eaC1 dl2meter of
from the centerline u. DlD2 to the cen
bc]( l)ltlS Otle (1) ft f> for loop1 --
I~ Cornoration Cocks
CCrp.'oy.aBonco-cks l^lill be paid for at '::;he contract "iJ..nit prLe:
for each size furnished and installed ana sna~~ include
saddle where required and the tap or connection to ~ne a~er =a ~
Separate unit prices will be bid for corporation stop i t _
t iorls C1":t C a.s '0 iron 01'" d l1C tile ire'-~ p j-:~>2: .:3. 21C1 f) 01" iriS -:~a 11.:~t. ic~:rl::;
Dr'estrl65sed C011crete c::llin.der pj-rJ2 ~
-!~l ~:~~
j. fl C 1 u.d e fiS C (:; S S ;:.,'.r'Y. 1-- i 11 '/ll~le r: I'e C1 (.). il"ed \I<
~:~ (> eLl t t :Ln.g ill t; oE}: i;3j.n.g; I/{Etir1 S
rtj:;nel~ CL1'cting I^riTo--e.zlSrTng maLls Tdill be t::-_~=
D2SlS of the unit price bid for each
atermain for the size of main cut te 0
fo?:' dry taps and for viet taDs as specir-'ied or ShO;\lll on Lb.,:, "
Iil-.l C?: 1..lli i t J.:) r. ice f or d l....~{ S S n.2 1 J. ~'-,-, "r,; G c~ .1.. ..L. ..L 3. D S 1. e,:::: 1/ (-:;
other materials as requlrea for t118 -lni
I'b. c: V.l.I :L t "0 r' :L c e f 0 l~ S ;:l tl J':"' e ) i. n, (11). c~.' "_'!
- ,
mechanical joint tapp ana l~~
as l-;.e(il).lI~ec: for- tl~Le c.0_t~,..i(J"1 \fa..lves J.t;n.:)
be 1) aid f'c) r a. s d es C 2" i bed. \1. 21 c1 e T' I ~~ ern () 2 t. e "\j" a.]. \J e s
....:'"-'" ....~....
Ll il 0 0 Cl
-....-..............--...-----...-.----.
Sod will be naid at the ~nit price bid per square inc:Lu~
nf.:~ c e s 13al"~T 1:; 1 a c k d il....t (} l<LE:: as tlJ.'-':~lTle n. t i 11 be road. e iJ Jl cLce a. as 2"J2
cLi~t (:;'r :9 la. c en-Ie 11 t 0
ered left ~n ~ace ill ~ ala f'or at
board ~cc~~ No paDnent ~ll be mad
L:1 1-1. e {~ '.i:. ,~,
t.; ::; l:-:e c 1..~ [> :L c
~ .:,,-,,~ .L....::: ~; ...;...
2; CL c1'1. S 2. d 1:: 0 f' t l"} e 0 v. t S lC. ::; "b[;,;. ::""' .r' '2 1 EL S
S 11 a 1 I bel=> a j_d .!~ 0 rat t l1e C ;] Ii. t I'a c t rnl i t l) r ~ e p e ~e
Q__ 1'~1.3. "Le:E~~~~':1- f C:F S 1~~~2:.!.~.~_~E1~ ~>G r c. ?e
Ma~erial used for refilling to pipe f' C1J.rld 8. t i 011
f:l.:-c'rn flOL~:LlCLs~t/ior1 fOl.-"l pil)9 shall be }!Eiid fOI' at the (::01'1
~or tee lJe:e rnea,s l..l1~ed Cllb ic ~lar'd it} place-"
-. ......
..~...", ".-=, " """"Il ~
fb:;2~1~~fi shall be paid for at the ccntract
1Jent ill rJ laee Vi" i th tLJ.8 l11.ltiiOel" of. p .LIe E; spe c l."e:L(:;d
d,etail d:C)cLv;tj~ngs aSE~u~n1ing l)iles to be 20 ft: to 1. 0 rig
complete with capsy cradles and accessories
reollir'ed over. 20 ft" in length shall be paid for
of' I:) il irlg and shall be Daie for at C on.tJ:"2c t 1)~rli t
lineal foot driven in Dlace over 20 f~~."
i1r.:.c2 cost of all material and laD01""' reel iI'ed to CClTll)let::;; ...;....;;..-
IJroj'ect as spe c If ied arid shown on the plans, ~... .' if'~Lc I J.
DU -c t10"C. S 1)(::
ir1c 11)~d. eO. as a pay- =--ce:'~J s 1---.:2.11 be Elerlge d. VI i -'ell t 11e \7 cLr'icu~s l.lr'l.j_ .;:
prlces (, i d ~
PliOPOS1~1~ Ff)li~l
"~I!";:"""~~W".:.r.:!""_~"""'___~!It"~~~"::';""'~~~~"~I"'-r ~41"""11~'"
~~~==~":::"'"...:-.'t::':=,-::.-=--....~,"t'-*~~~:%I;~-;' ~'-:ot".=.......:..~...~~~~
IT' CiR
~"':'tf~~.......
~l~~fIJ~ ;~~{~"r~}~~x~KgI;~~J:~~~~<!!~1~~~~~!~1!12;]lIy~~~~.~~IQ~=,f~~1:1E~Ef"~:~~~I~-,,_=1f~21-~~~
F-C1Ft ~J}}IE
"=-,,,;,,-=:,,"~~~~~~....,:~
OI~
B2~:~-JJirt _.~"...... ~:;.:l""'-.t;:"~; ..__..... _~_ .. ~_...~.",,_~_ _........ t<' J..8L!.J~
~.:.t::~"::N~-::.~}r";;-~^~"",,,~~<""~.....4~~~~=::''''-.--;~,...~~.t ~...-.;.t:;.t"'j."""'~~..:.:.o.:~",:"".;.J~,'...';;;'~~;l.;.,;:::':=:"~~,"'~_illLy~'''''~:'~~~'"'::V:'-::'...-:':::~~''''''''~'Z:':':~~7.~A'::::-~;:S'"
{:r:O 1)2 13 ~21}lTIj"~'t~t:ec~ :111 (1 t~j;):t :LC[-lt:~~ )
~::- ~::}lP C;(ft~ncil O}~ t~11e
:f: ():~ ~C t1 z::;
-'~<~.;, 8e~:-iel"; arlC~
AQ Sewer
g~:lg: ~~~i~ : ~=:==--=:=~;i:~: : ~==:-~::
~ - ~ p~
~~,~~~.~::::~:1":;:~~~:...~..:;';".:i.:.:_;"~'~:"":;:~:~/;~:.:::':'::..~::';"~.:'f;::~~
@ $ y _ ;;; =~'~~~~""~"=.>,=,,,.,'
@ (p >$ -;:,; "'"',- (;~ ~
~^~~::'.:.':';"':'!'",~:;:+~.;:::~.;.,~.;.:>t.r.;_:.;!:"-..:.=;:;!H_~~.,:;;:,:;......~.:.'y::.~;:~.,;;.:~.:~
fJ..l{) '(; El 1. :10 V L" r ~(; e 111 l'J () v. ~~ == ~)
.;;... .~,;,:~
~~......-"":; r.-....,.:._
S c. Y f$ o:c :30;::;1 ;y" _ ~""~~_,~,..,.~.....="~.,..
for L~em ~ _
ItqillS [,1 0 ~. ~ .,,- ::;:;: ~;,,~=..=~=_=~~~.=.,...~~~
J3 t:
...t<~~':.
"'~ .~'" ..",....
-~:......:;
tII;-!':T ~-
To t; a 1 .1;;; em" ,,_ _ rp _"'''_='''"~',_",,_
~N:io::.....":':';;:"==.~"'.~":-:!N<"';,i.~:~~::::'"":~;~"'::!'=""'::-:ot~'::'"':wI~="".'~~,:t:r.. ~::':;;''':'":.''.o:::'''~":," ~~.;,:...~.'........:1Il.
~ ". - $ ~="~""~"'.-.....~.
Tcd:;al :E'or Item '" f) _ $~=.=_".~==-~.".=.._.._
.~~~~~e--=;.;.:,;;.~,~..;::;:.:~.if:~y::~~~~.::.~:_~~~+:-:.:~;"~?-;;::...~:;,~":".~....",:-,;;;.
@ ~ ,> __ $ ~.."""~~.====....=
f' en:" ]:-1.; 0) m '7 _ $ =._="""'~=~=.=..~,..
~<:-~'~~~~~.~.'~:::':;;:::':~:~~::"::'-"~;'::~~~;:::"":>'--""':"'~~:.M.:.":.:..~
I ~c e. rn 1\; () ~t} ~~ 1:7 a "i; ,t;; Vt;;i]~ 'v-es J::: O~i:': c: B
Ir:1~:'==a~~:I~;:~~-B{53~~~"~~@ : =
TO t; a 1 f ()Z' It; e ri1 ,,:::; ::;:: $ ;;;;="",,-"'~"'C"~Z:;;:3,='
~ 2 = Pw
!i35-~f;f~~!g~~p~~~i~~ @ Crt 1'1 ~ 'f~ .,
(\)
~.. ~~-=<>=~~..:~==,,-J &1.. G'';;' (;. -. tD
& ~-"'-~--""'=-~~-=:;o
Tota.l for :rt;em 1\1 0 $2 9 &.
~ c)
I """"",,"!"':Z"--'., ,__~,-=~~:::a'=_
..-..:=:~-==~=~
Item NQe 10 - Water Service Materials
-~f::'=!':~::1~O~S~~.:~li:-S~o~~ ="~=~~:',==,~/:a ~ = ~)
.. ~~~~~~~~,:~~..
{,..H..~~. t3.. ",t., C t.'L~~ i~l ;:) t.1 Of..) ~crJ j:;O 2~"e i~ @~). .. /~a:}- := (?
"i)
100 BeY0 Sod @ $:-~:~~-/S~Yg e~l> c=-~_--=,_,_~_=-~'"='"
== ~)
J irJ'''::''~...--....~~~........_.
Totctl. for !t;eiE ~loe 10 == $
" ...-= ...---- ..::;. ~.~~
~~---- ~
I "i.~ e TIl IJoe :l~L <".";) Fo UJaCt~1 ti 011-
5.00~c-.. ~~7::~':;ti'!~~B:J~11Cter-=:s~cQ1:ie- (~ ;-~=====::; ~ :; : ::::: Ql
't',)
~ ~~=:....~...:;.~~
20.0 (~{i' y .~ P :1. t; RV..il (~l~8..1l e 1. @ ;:: ",'1
i;,1
· ~~,.:.-P"'..:,;;~~~~-:ot""..-~-(....~
1) To -t 61.1. fOl? I t:e fn J~l. ch
I\! 0 ~ :;;: ,? ~~~~'~--"-'-" _.-.....:..:.=
~~b~~~==...
Tc~t;al..'fo2? I"C.6111S i:xlo .~ r- ~ $
.? ~L~:~~ ~
.. ~~~~~~~
~~~~~~.::t
\o;~~~~-:=r--~<~:N........--:--r~
~l-Genl l\~ 0 '1' :L2 ~ stz:eet Res t; (j 1~21.t; :1. (J 11
I2~O,j~=T~5jis=;=;f1~t=RUi1='Gi~a\;e~[~~==~===~'~=~~~.' @ i===~~~~ ~
~ ~)
E~,O Clcj.ss v Gj?2~~-Je ]~ ,~1 ~ ~~ ==-==----~=-"=~
~
30 :1];03:18 ~E23 I.i~ 1 131 t l1!n:tl10tlB Ivl:ix .Q $~=:::::':==:
i..:::? "'7""7
To t;a.J,. :Eor Item 1\106 1~ =: g
~~~~ -:.~
'*' ""~,:~"::"~,,,,~~=,,,,,,~.:,-,;~~'>'i1'~
~~~~~...= y_~,,~.~~~ ~___..'_.&/i!dt
GZ7a~1d ~f!c; 1:; at :t Iterns E~OQ "1 1~ ,~}) ~
..* ,,;"" <=- ""'-
., .~......~~.:~.~:e~....~~~
~~~~-=tr~~~
~~t;X~~~~~~...:.=...~.~~
~~~"":'~~.......~. ./_oW.~~
Lt- 0 igl1ec1 3~t:1Irc 1~le1--; Ii:E~C'rjOSeS t~o ej:L~~ C Ll~Ge triG COIlt: 7C"ctC t;
..:(~~ ft1r11:ia h sat: :16 j~e~ ct o!..~r -OO!1c1 ~..~:j :t t,; 11:!J:l l:; f;; 11 f'~ r~ \1 c~a~r5
~I' ~J : J.~;,J ~
~~ P'''~ c of~ ~t;!1.;8 8.f;] fZtrd Oj~ c CXt)j;i?& c t 11€lS oeel1 ~ .., qth.~
.!c~ v """ j?;ace :L\7eCt (; _"'Ifo'V
Ul1d e !~S:1.g%:lt3d :f: Ul"'} t 116 l? l)j:oposes to F)eg;:L1.'l ~T:IO 1-;!;~ as spec if~:t€d~ "C; 0 C ollllJle t: e
the ~::;.O l:~ Ii: 011 {) l"} be fO=C:-f~ (~s..te spec:L.f:iecl, SJ:1G "to B1Et iil tia :1.11 a"c 8~ ..L ~L ~t imes
C0111;i,:?S..Ct; 13011'C1 ~ 8~p.provecl i-. ~.,. l' .. ,lil~J,age , ... 8111 crmoU3:1t eCiLlal to
a $_1 .,y 1;110 )~!1
~G11e tot:czl. 1) i.a c:
? 0. I~CCOTI1pal1~1:111g tllis 1)1~o1)06al is tl1e Bid Be C 1...-11-'; i t; ~r reqtlired ":(;0
be fllr~:lis11f3C~ b~v *i; 11 e COl1.t!?8..ct; Doc L1Jfle]:1 ts, .'C fie ss.me 1) e:l11..g st1.bject ~to
:~ J2:E e i t: 'Ll1~e :1..11 e 11 e"i:l ~j; of cle fc~Lll t; ny t; l~le Unc! e l:~S ig.flecl {!
/'" Izl .SLl bri1 :it ti 11g .ten is !~ J: c'Jl) (H3 a.]. :J 1.:(; is uIJ.(~erst;{Jvd t; l1a-c tIle r:lgllt
n
v."
:1.. s r:e.Ber1JeC~ l)~l "'C118 O~111al""J . to reJ t'2: C "C e~11Y al1C1 tS, J..l. I)~eoIJ08a]..s and to
"{;1 ~~ 1.. "l e :l.~lfol:lncll it:te s c
'r Qj III SLlbmi-'i;t; :t11g t 1113 Pl?OlJosa.L:; .;c 116 Ui:lcl e 1'7 s :l.g11ef;1 aClu10vJl,eclge8
:r~ece :1.P~G ot"J lldcle!1d8~ l\fos ~ :l.8S L"J.A3(~
'to C011tZ'::e\C t; DOCUlnel1ts;~~ - '==.---. ---*-~~~~
.t~ .t1e
ta ~ ~ PF
t:=fJ
() irh:lri1 1)1-' 0 l:JO B a J... lna;:l 1"101; be ~1:1. t 11d rJ,&li]n ;:') ~? "'i"" t::. yj. ~Gn.e {)lJe 1;l:L ~lg~ .,..,.$'-
!-~ ~~~
VO, ....'....... ..., '- """
prOI)Osc~l.B cIoi1Cl f~l'1&}.l i)e s t:(b jec t "GO ac cel:Jt;;ft1Ce jP:l t; f1:;:; CE~'1 rifE;:to: :r o:c: 8:-
1}~1? :1. ~)d o:E t; 11. 1..:-c~t ;/ lfqO\ c~11el1dar (la<~:lS t:t~()n1 1; hE; O!jeri~~!lg t11E::F::eof v
"~,~ " i
0 :(t a cO:~l)Oj:~a<'c io:'t)s t~lraat is tile Ere ,a te of :i.l1C ort) {)l~$;t t~ :loj~?
;;; (:
~~~~~.w:~"':'~~'>=~~-=~-::::;;::::t~~'.=:","~4:~~~~.::"~"';~";':::"'~l'~~.?"..:.;:;:.~~=.~..;:!~~~~=.:'!t~....e~~~~~~-~~.=--~..;;;.t:;...~~7;:..,."'-"Ts~~~~r,:;"'"~:~~:~~~~.:-=:~.~'::':'~~~!'!'~
I:f: 8" hi 8'd'}t; 11 e 3:~B lli'!) ;.. st;C't,te ftll.J~ :!.1aJlle s of C"'.'1' c ()"1'~b") ar- t l1e 1: is e;
C> ~':!. '!'J. ,,;..
0-:~:'.="-e=:...~~~~~;~..r-;::~~",=~;;"'~=-,,~~"t~,:..~"':j''':';;;'::'~~~~;'''~''';;':.~~~~~~~~~.~'';~~..~"::::~~~~=.~~~~"f:~~.......;V:ro<--=-~::;c.~...:o.::t-""..,..::..*~e~~.:::t.~~~....~~-~~--:.;.;---..,.~~
~~U-"""":;.-.-.~!~,::~.....=f'~~'=..:'~~~<l'"~7"':'~:::>"""'~=~:=~~~~~~~~~.="'~~~"=3..~.;fo.-J?:'~~~~-=="'~---~h~t...~~...=r~.~t;=;I'!/::=t~~~~~:=...~..;~~~=..:~.::;t:1~~.~.;...."W.4;~
Offic:1~al j~ c1 cl:f.:es s Fij~111 i\~.ame
~......:,p:~.~;.;:!,,~~z~~~.=.,~~~~~~~,,~.:::;.;...~~~
~~~~~~~~.:.::t.~~"'::::;;-.:-e~~~~:t."~~z.;:~.;:;~~-=t.:~";,::,~.~~::;:r~~~.;;~!W~~~~~ Q':'t:~~~~.,:.==-..~~....:="~~_._-=--.~,,..~~~y~__~~~~....,,,,:,,~~.:~:~~.:..,...~~~r4:~~;'~.,-.:....-.........-.-~.~:=~7.:.~~
..,.....
::Z.~:;;;;:.~~~:::-.....~)=r';:;::C:::;:x;..."""-""""-... '~1:~f.1";"'-"';;;;'~i:...v~'--:=':'=::::=':~~~~~~~~~~ k:J"'J:;'7 ~--...:.='==~,:;::;","-,",=-~=-~-=""=",=~"::==~-::-",,,,,~~~..:,'''''''''=-,c=-=,,--==~Z?--~_,,~_,~^___ ",'=."'-:..."'=
T:l.t~le
~~~~=--~:('".:::~~:.z;::~~~.~~~~~~~~~~~~~
BY
..",. ~~~~~~~~.~'=::'._.,..w-,~_;:;;;~~~o:-o..,...~;';""'~t;::':~..:;....",,:"~-::;..__..........~._~~.~7...i1~
])8.. t: e: 1Q~~ Tit; le
-,;;.0. .;;I 'l.... \....
~~~~{'"....=::o.:r~~~~~~~~~~~~~~.~ .e....~~~-:~~~"=-~~~~~~~~~~~~~....=~~~~~~~~~:..:~~~~
Ite ;~ ~ PF
6.
/
I.,
a "
.
AFFIDAVIT ~ INFORMATIOlJ R.E~lJIRED QE,. BIDDERS
Affidavit of non-collusion:
to.
I hereby swear (or affirm) under the penalty for perjury:
(1) That I arl1 the bidder (if the bidder is an individual), .,
, a partner in the bidder (if the ~der is a partnership)~ or an
officer of employee of the biddi corporation having authority ·
to sign, on its behalf (if the bidder is a corporation);
-,~
"
(2) That the attached bid or bi~s have been arrived "at by
the bidder independently, and have been submitted without bollu-
sian with, and without any agreement, understanding, or planned
common course of action with, any other vendor of materials,
supplies, equipment or services described in the invitatio~ to
bid, designed to limit independent bidding or competition;
"' (3 ) That the contents of the bid or bids have not been
\
communicated by the bidder or its employees or agents to any
person not an employee or agent of the bidder or its surety on ~L
any bond furnished with the bid or bids, and will not be commu-
nicated to any su6h person prior to the official opening of the
bid or bids; and
(4 ) That I have fully informed myself regarding the
a6~uracy of the statements made in this affidavit.
S i g n e d ~ _....__.-__ _....~
Firm l'Tame ~ of
- -
Subscribed and sworn to before me
this day of 19 0
..
-"'...........-
Notary Public
My commission expires 19 -.
Bidder's E.lo Number
(Number used on Employer's Quarterly Federal Tax Return,
U. S. Treasury Department Form 941): .
- 1 - AFFIDAVIT
.
~
Fair Trade Items:
List below each item upon which a bid 1s made, the price of
which is affected by a resale price maintenance or I1fair trade11
c.ontract between the bidder and the person or firm supplying the
item to the bidder. (Use reverse side if necessary).
" J
"'----
-',
t;jQ 2 .. AFFIDAVIT
I-'.....:r'
--...-.: i!"llo- -"'- ~...
~r
..
... -'. --
, '.
;
M
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