HomeMy WebLinkAboutF-238CITY CLERK'S
FILE 110. F-,�32
SUBJECT:
,
TO L;E PAID 35 Laxs HENU
%adr .:2deW+w �alti�rnl�
;:uthw_Janne' fit_»..'.`''>.7 .
Sanit r}. 'c.wcr, Walter Street - Laurel i&ne et a2
December 31, 6:"
$60,841.21
Total chanje orders
$1,334.86
4 FINAL
460,841.21
$1,334.66
62,176.07
62,17'.07�"
6r,176.07
98.46
,Z/� ��ZG�ite2o
San Le1A ;)9sa a}Mc .r3l.tnztilr
;ki•�, January 7y,.)95,�,.,_
LYLLB 00"Al e.- ..._.........
._.....-_..r.
Sever -Walter otrt�ea.Lrnrel Lnne-,et alb.__,_..___+....-...--.------
FIN;ar,CY w."..��..- ae .ember _
ra*» O .> . y.
4610.54
InrrvGse:
C. G. 82
Learease,
C. 0. 2A
a56,230.67
tOO,841.21
c. c.
5.00
C. 0. #1 3505.00
C,. 0. ff2 +
588.00
C. 0. #2 588.00
C. u. #3 +
262.49
C. c. A +
67.37
C O. ffu -
108.00
62,176.07
Yt.a1.u.. �-.LtaCxe,T.
—
q
.s.
^�� r~: t►l� .R t.....�t".
•V62,176.07
:wad' )' "J •Ya%i* af1ii�ttrrirlrTas u.rm' ,J 6,217.61
55,958.46
60,725.'=7
_.d. rre+ V.
WALTFR - LAuREL s'1'. ETA.L
nitary 0
....._,., z. ..�. sees
1)5t- Deoember.31,_
H;r_. David F. Romero
RAISE TWO (2) NuuVHOLE RINGS IN WALTER STREET iA7.37
We, the un1ere3.gued contractor have ylven
Total cost of
careful considerction to the ohangea Prc-
nct to exceod
posed and hcroby agree, it this Proposal
Is Pproved, th&t ve :11 provide all equip-
aubmitted. Dy
men', farnish all materlsle, except as may
to noted abode and perform all servioos
_
neoe:,aer, for the wort. abova spec+ties, end
pill accho r.c peya.ent therefor therks
..](aldrp
prices shown r.boveove.
k;y rcascn cf thia Prop. -.Sod c!,-nga •10..
David F.10u-ero
hay, ez,;!'sion of time will be e.11oved.
Deoember 31,
nCcepced Pete_
_.;56
YWtl.i'aCtrOr
0
0
2-A
December 31, $6
W. M. Lyles Co.
David F. Romero
1 1
Walter-Layrel 6t. Eta],
Sanitary Sewer
D E C R E A 3 E in footage from Change Order No. 2.
Nine (9) Lin. ft. 18 inch V.C. pipe between
approx. Sta. 1743b & 1i,496 ® $12.00."''410e.00
-0-
J)M&ASE Cn"GE ONDmri nu. 2
- 108.Oo nin-ue
Burke V. Waldron
Dsvi3 F. Romero
December 31, 36
Son LuL Obispo, CellfOmit
Data November 5, 195 6
City of San Luis Obispo
This is to certify that M. LYLES COMPANY ..
rontreotora . r the c�latruo ono 4
Sanitar+ Sewer and Water Mains - '+falter Street Laurel lane at al.
Date of contract,
VALUS OF "TOTAL WORN
DONE" DURING THIS
Contract'
ESTIMATE NiRfNEN 2
VALUE OF "TOTAL :IORK
DONE" PREVIOUSLY
VALUE OF "I'CIAL WONY
DONE" TO DATE.
Sidra work 505.00
350; .
and change C.O. i00
order :e�.0. #2, $583.00 - — L 533.00
Teel value of work done . .. . .$57,323.67
Total value of "Mat,eriole on Ron!"
as per detailed statemnt
furnished by Contractor. . . .$ -
Total of "Value of Work Dane" and
"Materials on Nand". , . . . . . .. 7, 2377
Deduetionot
lass 10 % of "To'tel Value of Work Done" a 5,732.37
Leas_,-,_% of "Value of Materials on Nand" $ -
Lessl.�._2
Subtotal . . . . . . . . . . . . . . . . • .S 51,591.30
Dcdu:t prevLOYe pdyc3nt . . . . . . . . . . .S z2.291•oj_,__
TOTAL AMOUNT DUE TN15
ESTP-IATE. . . . . . . . . . . . . .. . . . ....29 .?L._
Contract price
S of '+ork com.
plated to c_te 9�..__,�
MRda by' HI
Checked Eye
f.ppmv;d. bp' FR
CS'rY ur'
jx2 1.UIJ ulil ,Yu, "IF UR NIA
Sheet_ 1
Proaect WALTER STREBT - LAUREL IANE SEWER
Cac .rav' Change Order Poo._...,._ 2...r.__
Gatd_. September 27, _19_ 6
Tr W. Y. LYLES WO ANY ,Contrac LGr.
You are nerehy auauLhorined and di,,ected to make the herein desc.^lbed changes
from the plans aad specifications, end/or to increase or decr-Pee contract
cutntitlea as follows..
as requeo Cod by_____ltvid r, Romero _ -R
Install forty-nine (49) lineal feet of 18e V. G. between approximate stations
17 + 38 to 17 + 96 ® 12.00 per foot, $568.00
we, the uneersigned cos,,:actor have given
careful consideration to the oha;igeo Pro-
posed ant hereuy sgree. If tble proposal
Is approved, that we ill provide all epuip-
mant.; furnish all msterl,ls, sxcept ax :nay
be noted above and perfore, 911 oervioee
neeeaenry for the work above svecif led, and
.will &-capt as full paymar.t therefor the
rlee� EIloxn aDode
l+y reason of ut_is provutaa ge N_1L_..
m,yn exi:.tsloa of time will. et el 01;',
d'otai cost of chae�e
not to exceed 4 588.00
a rse 1, I. t F' Dv
��erS Beni E;n'gind.r
urke V. Naldr
QL__.,
tty t:n�tnPPr
DEvid r. Romero
September 27, le 56
•��De to tir:prove �-
CITY UV
�Ar LbIs Uul,ev, u:14'uRMLA
ohe a t___j_.ofLDjhee in
rroject WiLTERSTxEET_r •3_Nh
Contract Ghan,,,. Order 4.0. 1
Uatr._ Se,�tgmbar 27. 5¢_
To x• xs�,�,F,9 �Ot�a�i __-- _ ,Contractor.
You are ue.-r.by suthurize-1 and directed to make the herein described change a
from the plans and speoiflcatlons, end/or to increase or deer -Pee contract
cusntltlen, as f'Alows
As requested .py David `. RQmeXQ_
Extra work aris=ng fmm new alignment from Station 0 + 00 to Station 7 + 33, $505.00
We, the cu:traatOr hay* g1VVn
oaraful Consi,.=ration to the Changes pro-o-
T ased anel hersoy agree, if ;his prupesel
1s ar�proved, that we -1LI provide ail Ravin -
men;, furnlsh as.i mater'.,le, except as may
to note,'. above and perfurs' all servlaes
Pacenary fer the work above sbeclfled, and
w1.11 w,etpt as fell payment therefor the
prices gnawn an,ors-
by -eason or tithe proroae'. on-nye No
.rays extene.il:. n; L11,16 wil.i. be F'. owad
total cost of Change
not to exceed a 505.00
au WeitUs=? r.�
-lIF..ai!-ent t,nrrineer —
BURKB V. WALDAON
Ep✓,lneer
DAVIAViD r . ft0:d-tERO
September 27, Iq 56
-De Le n�nrnv0A
LI
City of San Luis Obispo
San Luis Obispo, California
Date October 1. 1956 _
Thin is to certify that W. M. LYLFS COMPANY
i.;on[.raetors Sor me -, v,
e,rn'msav sfut.•.a sMiedlWN8219M - WALTER STREET, LAUREL LANE, at al
Tinto of cmtract,
ESTIMJITE HMEBEt 1
VALwi a * Tl7TAL :JORR
--t1UNE" DUhlNr, THil?
EST1Mc TE PERIOD.
�VR LUt OF "TOTAL '•tORK
DONE" PI&V10US LY
P.EPcmT=�•
II VALUE OF "TOTAL MOR%
f DON" TO DATE..
' _-.-
.,
.____.__..._._._..____--.
Contrsct+
$231,101.19
11
$23,101.19
Extra work
and change
orders per
._attached+
Total ♦alum of work done
. ,523,101.19
Total value of "Materials on Rand"
as per detailed statement
iLrniehod by Contractor. -
.$ 3,000.00
Total of "Value of Mork Dma" and
"Materials on Hand". . . . . . . .
•-E26,101.19
Deduct tims t
Loss 10_ b of "Total tiAlue of Work Donn" E 2310.12
Lose— A of ^Val� of 'materials on Hand" Y 1500.00
Less
subtotal, . . . . . . . . I . . . . . . . 322,291.07
fi duct previous ;-aymr-t _ _._...
TOTAL AMOUNT LUE TH ZS
ESTLNATE. . . . . . . . . . . - 922,291.0.7_._.
Contract price v 600,725.67 _
1 of :pork con -
toted to date 38 16
J
•
City of San Luis Obispo
San Luis Obispo" California
D,ts October 1, _1956_
This to to certify the W. M. LYLFS COMPANY �.
contractors for the construction o
XALTER STREET & LAUREL LANE et al HATER MAINS PROJECT UNIT NO. 2
Date of contract,
S TIMATE NUMBER 2 (FINAL)
VAllIE OF "TOTAL 'WlIiK —�
!X:N`.'" IWRLNO THLS
ESTL'I5'I'E Pf'RIOD.
IY.)NE" PREVIOUSLY �y
VALUE OF "TOTAL 'WORK
REPORTED.
VALUE OF "1q?AL ~'OBIS
ONE" TO IMTE-
—
Cmtrao t a
�
$8,854 76
Extra work
and change
o=yers per
None
_-.attached I —.--_—
-------.—
Total value of work done .
.w 8,854.78
Total value of "Msterials on Nand"
as per detailed statement
furnished by Contractor, . . . .
.S -
Total of "Value of Mork Done" and
"Materials on Mond", . . . . . ., . .
L"dur time 2
Leas 10 A of "Total Value of Work Dore" S
Lea= of "Value of Materials on Nand" -
LA of eas S
"` Total duations� .S None _..._
Scbtotal. . . . . . . . . . . . . . ... . . .S 8,856.78
Deduct previous pay¢^_nt . . 7A969.30
TOTAL AMOUNT DUE TNI5
ESTIMATE. . . . . .
Contract price
% of 1,0r8 corn.
,'Isted. to data 100
We byt � BIY�~
Checked
Approved b; : - _-...
Dyi
. ',� 3ryirer
See Lida Obispo, Uliforuia
Date t _ I Q05_ ..
City of San Luis Obispo
xx This is to certify t:st_—
OORtrattQrf! gar tun
aY ITER 4y TjFAT & I&UREL IANE et al. WATER MAINS PROJECT UNIT NO. 2
Date of Coltract,
VALUr.' OF "TOTAL 1IORX
DOW.- LX"UNr. THIS
C Arent,
_ $8,854.78
MFKtra4 WorK
and esk'Wape
Orders per
Deductlw z+
-STIMAT£ NIRSBrB�_ 1
YALUE Ir "TOTAL ':.CBE
PONE" PREVIOUSLY
None
None
V16 WYA OF "TOTAL mKORX
a;.NS" TO .7ATE.
$8,854.78
None
Total value of Work dme . _3 8,854.78
Total value of "Material* on Nevi"
as per detailed ststesrnt
furnished by Contractor. .. .$
Total of "Vela" of Work lion." and
"Materials on Nand". o . o -S E,85LN
I,eas 10 A 01' "Total 'io'_ua of Work Dorn.:" S 885.48
Lees=� of "Velum, of Materials on Hand" S
Less = of $ -
�__"_
suhtotal. . S 7,969.30
Deduct prreviou" peycent . - . None
"N ll.L AMU= JUE THIS
�%ntrecx Price
4 of •: ork cm�
plats'. ::u 4ate jQO _.-._._..._%
Made hvt RIV ..... _._._
�,Pl;,____..�,_
➢dL.ad
0 0
CITY OF SAN WIS OBISPO
• Ski LUIS OBISPO COUNTY, CALIFORNIA
CCNTRACT FOR THE CONSTRUCTION OF
SANITARY SEWER AND/OR WATER MAINS
TTi:: 2T`:;;7,
THIS AMMEdT, made and concluded, in duplicate,
day of August ,one thousand nine hundred a
between the City of San Luis Obispo, San Luis Obispo County,
of the first part, and M. M. LYLES COMPANY, P. D. BOY 495,
Contractor, party of the second part.
ARTICIE I. llitneaseth, That for and in consideration of the pay-
ments and agreements hereinafter mentioned, to be made and performed by the
said party of the first pert, and under the conditions expressed in the two
• bonds, bearing even date with these presents, and hereunto annexed, the said
party of the second part agrees with the said party of the first part, at his
own proper cost and expense, to do all the work and furnish all the materials,
except such as are mentioned in the specifications to be furnished by said
party of the first part. necessary to construct and complete in a good
workmanlike and substantial manner and to the satisfaction of the City of
San Luis Obispo, the sanitary sewer and/or water mains, in accordance with
the specifications therefor, in the volume entitled, ItCity of San Luis Obispo,
California, Contract Documents and Specifications for Construction of
Sanitary Sewer and plater Hains, -falter Street, Laurel Lane, Et Al," dated
August, 1956, which said specifications are hereby specifically referred to
and by said reference made a part hereof.
Said work to be done is further shown on plan entitled. "City of
San Luis Obispo, San Luis Obispo County, California, Plans for the construct-
ion of Sanitary Sewer and !later ISaina, Walter Street, laurel lane, Et Al,"
dated August, 1956, which said plans are hereby made a part of this contract.
ARTICLE II. And the said Contractor agrees to receive and accept
the following prices as full compensation for furnishing all materials not
to be furnished by the Party of the First Part, and for doing all the work
contemplated and embraced in this agreement, also for all loss or damage
arising out of the nature of the work aforesaid, or from the action of the
elements, or from any unforseen difficulties or obstructions which may arise
or be encountered in the prosecution of the work until its acceptance by the
Party of the First Part and for all risks of every description connected with
• the work; also for all expenses incurred by or in consequence of the suspension
or discontinuance of work and for well and faithfully completing the work
and the whole thereof, in the manner and according to the plans and specifi-
cations, and the requirements of the Engineer under them, to -wit:
CD - 15
Item
.;ppro�dmatc V
Itea with Prices Unit
Now
--Quantity _. Unit
Written in Words Price
Total -
•
PROJECT UfiIT 1
SIXIT.,RY SEWERS
1.
666 1dn.Ft.
Furnish and install 6-inch
vitrified clay pipe, at
Five dcllars and ten cents
w396.E0
per lineal foot
2.
1,076'+
Furnish and install 8-inch
vitrified clay pipe, at
three 4ojliM-dnd_t4 en, X_
six cents Fs Z
_; 4045,76
----,VA"
per lineal foot
3.
994 "
Furnish and install 10-inch
vitrified clay pipe, at
four dollars -and tve= two
per lineal foot
4. 1,225 " " Furnish and install 15-inch
vitrified clay pipe, at
six 344u-w-d a five
taal_�—____.,A4A�Yab'✓ 6c rz._._ 8391.25
per lineal foot
5. 795 J J Furnish and install 18-inch
vitrified clay pipe Sta. 0..96
to 7-00, at
ei*t do jRrgand thirty cents
per lineal foot
6. 1,045 " " Furnish and install I8-inch
vitrified clay pipe, Sta.7i00
to 17.45, at
sixteen dollars
• .. _ ,D�dYJ��s ;;16.00 f__wL6720100.-
per lineal foot^
Itca;,pproximntc
Itn with Unit Prices Unit
• No.,_._. QuantityUnit
41r1tton_hi fjords Price
_Total
?• 690 Lin. Ft.
Furnish and install 18-inch
vitrified clay pipe Sta..19i96.12
to 27.45.81, at
seven_dollare and ninety cents
-54 51.00
per lineal foot
8. 241 •'+
Furnish and install 18-inch•'Smooth-
flo•+ corrugated metal pipe with
fittings and metal anchors, at
fifteen dojlars and eighty eivht
cents __,O w 1�.88
__.`,• 8,�27.08
per lineal foot
_
9. 60 •+
Furnish and inst dl 18-inch, No. 3
gage, lined and coated welded steel
pipe, at
�tQ4n. d.4��rJ_Bn?•aetY three
•
Conte
-
per lineal foot
10. 2 Each
Construct manhole with metal frame
and cover, under 6 ft. in depth. at
one. h�mdred eipp�doLF.ars --,
per esch
11. ll "
Construct runhole with metal frame
and cover, 6 ft, to 8 ft. in depth,
at tv4. hupdr94_ tg_¢437d£4_..__
per each
12. 5 '+
Construct manhole with metal frame
and cover, 8 ft. to 10 ft. in depth.
at_tW- .h d_HQ44B13'_d2llars
•
per each
CD - 17
Itom
-:.pproximte •-
Item xith Unit Prices Unit - •-•'�'-
-'
•
No.,
_Quantity, �_- Unit
J_ _- I7ritten in Worda _ Price_ .
1bta1
13.
1 Each
Construct manhole with metal frame
and cover, 10 ft. to 12 ft. in
depth, at
Am- -4und:•sd..4EvintY.$1.�4d/4/,/-Axs�e
. ......�J]�1�H# ,27S1Q0.._..
rf e M
per L'aCh
14.
1 •1
Construct manhole with metal frame
and cover, 12 ft. to 14 ft. in
depth, at
rhr hmdred nLpet,y
-------------
por each
15.
1 11
Construct mank:olc with metal frame
and cover, 14 ft. to 16 ft. in
depth, at
four hundred fifty dollars _
pur each
16.
1 "
Construct manhole with metal frame
and cover, 16 ft. to 18 ft. in
depth, at
five hundred forty dolLrs _ .
per oath
17.
2 °
Construct drop manhole with metal
frame and cover, 12 ft. to 14 ft.
in depth, at
S�q hundred dolls-.tk - _, __. - .
- -- - - .71X W W54 AQ - -
--12 00�0.0. _.
YPTi &1CIi
18.
2
Construct concrc-o pip. supports,
at e�ys, hnlndq�d dgl7,a3�4.. _—_ _.
per each
CD -I-
Item �:lppro�de�atc � Item with Unit Pricoa Unit -'�
• No. ___.__, Qtantity Unit ___`j7ritten in Words E'rice �._ lbtal,__V
19. 5 Cu. Yd. Furnish and install concrete
pipe jacket, at
thirty- foor-dolla"
.�. �,� 34.00 $-170.00`
per cubic yd.
20. 1 Each Furnish and install temporary
6-inch vitrified clays pipe con-
nection betwoon 18-inch sower and
existing manhole at Sta. 0-75, at
one_hxmdxed. dollars ___Y..
100.00 100 00
per each
TOT,X PROJECT L•:aIT 1 $W,725.67
CD - ly
Item Approximate --- Item with Unit Prices ~ Unit
• No; !yaantit�UnitNrJL in fJords-^_ Price .v_ Total__,
PROJECT U11I'i _ 2
21, 1,262 Lin.Pt. Install only 6-inch mechanical
joint cast iron pipe water main,
at__2x4.r..4..lnd.
aeyan _444tl... _ ....— �?:1rZ. ,. __ ... 'M°•���''�-_
per lineal foot
22, 2,474 " Install only 8-inch mechanical
joint cast iron pipe water main,
9.l�Z..4e2tt..
per 1Lnea1 Poot
23. 2 Each Install only 6-inch mechanical joint
• gate valve complete with valve box
on water main. at
tar t; A1" dQu4r1t . — _ ----
per each
24 4 Install only 8-inch mechanical
joint gate valve complete with
valve box on water main, at
.thicQr _S1Y! . dallataY...�__ .
------------
per eacl:
25, 6 Install only, fire hydrant, 6-inch
mechanical joint, with valve and
valve box, branch Lmin and appurten-
ances, %t
Seventg five dollrrp,___ — ..
• _ _._eac
per h
TOTAL Pi:OJ&CT WIT 2
CD 2D
Should any dispute arise respecting the true value of any work
omitted or of an; extra work which the Contractor coy be required to do, or
• respecting the size of any payment to the Contractor, during the performance
of this contract, said dispute shall be decided by the City Council and its
decision shall be final and conclusive.
ARTICLE III -- The said party of the first part hereby promises and
agrees with the said Contractor to employ, and does hereby employ, the said
Contractor to provide the materials and to do the work according to the terms
and conditions herein contained and referred to, for the prices aforesaid:
and hereby contracts to pay the same at :the time, in the manner and upon the
conditions above set forth; and the said parties for themelves, their heirs,
executors, administrators, successors and assigns, do hereby agree to the full
performance of the covenants herein contained.
ARTICLE IV. -- It is further expressly agreed by and between the
parties hereto that should there be any conflict between the terms of this
instrument and the bid or proposal of said Contractor, then this instrument
shall control and nothing herein contained shall be considered as an acceptance
of the said terms of said proposal conflictin. herewith.
ARTICLE V. -- The Contractor shall forfeit, as penalty, to the City
of San Luis Obispo, Ten Dollars (,.10.00) for each workman employed in the
execution of the contract by him or by any subcontractor, for each calendar
day during which any workr=n is required or permitted to labor more than eight
(C) hours in violation of the provisions of Article 3, Chapter 1, Part 7,
Division 2 of the Labor Code and all amendments thereto.
• ARTICLE VI.-- The Contractor shall forfeit as penalty to the City
of San Luis Obispo, Ten Dollars (. 10.00) for each alien lamo<'ringly employed in
the execution of the contract, for each calendar day or portion thereof,
during which said alien is permitted or required to labor in violation of the
provisions of Article 4, Chapter 1, Part 7, Division 2 of the Iabor Code,
and all amendments thereto.
ARTICIZ VII. -- Only such materials shall be used in the performance
of this contract as conform to the requirements of Chapter 4 of Division 5
of Title 1 of the Government Code of California.
•
C - 21
ARTICLE VIII.-- Reference is hereby made to the rate of prevailing
• wage scale established by the City Council of the City of San Wis Obispo
and attached to these specifications, the provisions of which are hereby
specified as the rate of prevailing wage to be paid worloaen on this project.
Y WITNESS '.".wIMr, the parties to these presents have hereunto
set their hands the year and date first above written.
Attests
'CITY CT -FM-- J. H. FITUASRIC[
CITY or SX4 LUIS oSISPO
MAYOR -
W. M. LYLiR CCMPARY
Approved as to form:
• City Attorney
WILLIAM RCUSER, JR.
•
rP
Cl - '2
9
August 27, 1956
The following bids were received and opened August 27, 1956,
at 3:00 P.M. for construction of Sanitary Sewers & Water ;;,ains,
Walter St. - Laurel Lane, Et Al:
CONTRACTOR PROJECT #1 PROJECT 2 TOTAL
1. Ochs & Son $ 9,559.40 unit 2 only
2. L. E. Webb Construction $64,995.89
Co.
3. W. M. Lyles Co. $6o,725.67
Present at bid opening:
W. M. Lyle
Richard D. Miller, Administrative Officer
D. Fomero, City Eneineer
J. H. Fitzpatrick, City Clerk
Rep. of Pacific Clay Co.
Rep. of Gladdinp M:CRean Co.
15,915.38 4 80,911.27
8,979.78 69,705.45
Faithful Performance Hood
"J�
N0M6 OFi1CC. LOC ANOCLCC. CAMIOFUW♦
CONTRACT BOND
(Faithful Performance)
KNOW ALL MEN BY THESE PRESENTS: that we, W. M. LYLES OD., a corporations
as principal, and the PACIFIC INDEMNITY COMPANY, a corporation duly organized and doing busi-
ness under and by virtue of the laws of the State of California, and duly licensed for the purpose of making,
guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the
said State, as Surety, are held and firmly bound unto CITY OF SAN LUIS 021SPO
(hereinafter called the Obligee),
in the sum of THIRTY FJUR THOUSAND EIuHT HUNDiM FIFTY W AND 73/100 - - - - - - - -
Dollars ($34,852.73 )
for the payment whereof well and truly to be made we and each of us bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION of the above obligation is such that. Whereas, the above named bounden principal
entered into a contract dated AUGUST 28 19 56 with the said Obligee to do and
perform the following work, to -wit:
CONSTRUCTION OF SAITITARY SEWER AND/OR WATER MAIHJ, 'vJALTER STREET,
LAUREL LANE, ET AL, PROJECT UNIT 1 & 2.
a copy of which contract is or may be attached hereto, and is hereby referred to and made a part hereof.
NOW, THEREFORE, if the above bounden principal shall well and truly perform the work contracted
.. _ ;n full
STATE OF CAWFORNIA,
_.._ _.__.__..._..........Cowty of__ER?SN2_......_.............._.... �.
On thu.._ �._...._ . r A��T . _. rear one Ihomam! nine bnndred and.._FIFT7.NSL%.
...._da oC..... __..._._....... _...._...........ae the __.___......
wyeee am, .____. _M._0,._ HUMPfpj,l'(Sa JR. __...a Noury Public in and for aid County and Sane, re.ldina therein
dub cmmmr..rolmd and .tom. p.re,mally aplwared _._...... WALIT,r.d..L..._CLARK.__.... _. _. known m me to be
the duly authorized Atmrncy-in-Fact of PACIFIC INDEMNITY COMPANY, and the tame penon whoa
name i..ubacnhcd to the rhhm imlrmtn+�ent .. the AuoroeyirvFact al aid Company, ad the aid
INI.r,T'.a. L. LA:p{ .[I[npw1e46ed In me
Ih.l he vub.eribed the more of PACIFIC INDEMNITY COMPANY, thereto .. wcmy and hi. own name
a Anorm, in Fact.
IN WITNESS WHEREOF. I have hereunto vet my hand and atfiard my official .rat the d.y and year
n, this Ceniii m, fire above voiuen.
Notary Pnhhcm..dfar_.. th. said._.. Caannol _FAMNO _... .sour.(1-al;fneam
rrrn 41ma Ner. BISM Ib IPn __�_
L. Af &.BONII�57
Public Work—C�aaiiornPa
HOME OFFICE LOS ANGELES C.LIFORNI
KNOW ALL MEN BY THESE PRESENTS:
That we, W. M. LYLES CO., a corporation
BOND #312884
Coo
as principal,
and the PACIFIC INDEMNITY COMPANY, a corporation duly organized and doing business under and by
virtue of the laws of the State of California, and duly licensed for the purpose of making, guaranteeing or becoming
sole surety upon bonds or undertakings required or authorized by the laws of the said State, as Surety, are held
and firmly bound unto any and all materialmen, persons, companies or corporations furnishing materials, provisions,
provender or other supplies used in, upon, for or about the performance of the work contracted to be executed or
performed under the contract hereinafter mentioned, and all persons, companies or corporations renting or hiring
teams, or implements or machinery, for or contributing to said work to be done, and all persons who perform work
or labor upon the same, and all persons who supply both work and materials, and whose claim has not been paid
by the contractor, company, or corporation, in the just and full sum of SIXTY NINE Ti WAND SEVIIf HUNDRED
FIVE AND 45/100 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _DOLLARS (s 69,705.45 ),
for the payment whereof well and truly to be made, said PRINCIPAL, and SURETY bind themselves, their heirs,
administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION of the foregoing obligation is such, that whereas the above bounden PRINCIPAL has
entered into a contract, dated AUGMT 28 19 $6 , with CITY OF SAN LUIS OBLSPO
to do and perform the following work, to wit:
CONS i'fffi:.TION OF SANITARY SMR AND/OR WATER YMS, WALTER STREET, LAURM LAN?,
ET AL, PROJECT UNIT 1 & 2.
NOW, THEREFORE, if the above bounden PRINCIPAL, contractor, person, company or corporation, or
his or its sub -contractor, fails to pay for any materials, provisions, provender, or other supplies, or teams, used in,
upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of
any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, the
SURETY on this bond will oav the same. in an amount not exceedinv the sum specified in this hnri& nm.
STATE OF CALIFORNIA,
of_.._.TI.wc..W. _ ....--- _...........
on this l..___ALMIHT-.. _ .................in the rear on. Ihouxand rim' hundrrd .od__._TUFTY.-,,511.........._..
brfore ma......... H.....0,... HfB'.fPHR.�Ss..aiR. _-..__._.... a Notary 1161k in .nd for Said Count, ..d Slue, r<.idina di rri.
duly commi.xiooed and'roan, prmm.11y .p'&rHi WALTZ L....QL.dRX._.... _ known to me to b,
it, duly .mhoriu+l Anornepin-Fain Rf PACIFIC INDEMNITY COMPANY, and thr Sam, perm. Rh.
name b .ubsrdbed to nrr vithio iruuamera .s the Artorne-w-Fart at Said Company. •.d rhr Said
WALTFR L._ �LS18Y __ alk..I d,,d m me
Ihn hr xu1R,'riMl tM n.mr of PACIFIC INDEMNITY COMPANY. thrrro a. wr., and hir ow. a.me.
a. Anomey-i. F.M.
IN WITNESS WHEREOF. 1 hay. hrrrunto .-1 in, hand and ath.,d my of,ml Sal Ih. day and yrar
In This Gvffi,e, finr.b.- Rriuon.
RE
Nourr rnmir ,n.nd wr .the said conur .t F •� . �t I f tihbmi..
l.— Grwa ay. a ISM rx (PP)
41w-
HOME OFFICE. LOS ANGELES CALIFORNIA
BID OR PROPOSAL BOND
KNOW ALL MEN BY THESE PRESENTS, That we, Na M. LYLES OC.y a corporation,
(hereinafter callcel the principal), as principal, and the PACIFIC INDEMNITY COMPANY, a corporation
organized and doing business under and by virtue of the laws of the State of California, and duly licensed
for the purpose of making guaranteeing or becoming sole surety upon bonds or undertakings required or
authorized by the laws of the State of GALIFO RIIA , as Surety, are held and firmly bound unto
C.ITS OF SAN LUIS OBISPO - - - - As As - - (hereinafter called the Obligee)
in the just and full sum of - - As TEN PERCENT (10%) OF THE AM]ONT BID - - - - - - - - -
Dollars ($ ) lawful money of the United States of America, for the payment of which,
well and truly to be made, we hereby bind ourselves and our and each of our successors and assigns, jointly
and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the above bounden
principal as aforesaid, is about to hand in and submit to the obligee a bid or proposal for OONSTRUCTTON
OF 3AHITARS SE i&M PROJECT UNIT 1, WALTER STREET, LACRM LANE, ET AL.
in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting
proposals therefor.
NOW, THEREFORE, if the bid or proposal of said principal shall be accepted, and the contract for
such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a
contract and bond for the completion of said work as required by law, then this obligation to be null and
void, otherwise to be and remain in full force and effect.
IN WITNESS WHEREOF, said Principal and Said Surety have caused these presents to be duly signed
.-a .--I.a .U:.. IA.rh day of AWAST , A. D. 19 56
STATE OF CALIFORNIA,
11 ..........._ ._.Conn, of, ...._.FRESNO._.._.._..... ......
On this _1kE1.... _..__.._dry ot.....ASD115...T.._........ ._.._.._.ia the,,.r one thousand nine hundred aad.FIF:TY.-=
before me, __..... M __„O. _ HUMTHIMSP__J 4 _......_.....____ A Naar, Public in and for said Comen, and Slate, residing therein
duly commionionM And swaaa pveonally appeaeed ._.._..W......sl._Nceoanaiok __. known to me to he
the duly Inalm ued AuwaepimFaet of PACIFIC INDEMNITY COMPANY. ..it the Rme Iw.. whoa
name u subscribed to the within instrument as the Alumni inmFact of said Company. and the Rid
.MI... J. McComick 1 11_... acknowledged to me
that be .alnerib,d the nerve of PACIFIC INDEMNITY COMPANY, thereto aA mrety sad his own name
a. Marne,-imFact.
IN WITNESS WHEREOF. 1 have hereunto wit my hand and affixed my official .eal the day and year
in dins Certificate ant above written.
� / I
Notary Public nand far the, County of FR�...._ Inne of Ohifarnia.
Pmm 41np. M<,. n ISM 1561P11
HOME OFFICE. LOS ANGELES CALIFORNIA
BID OR PROPOSAL BOND
KNOW ALL MEN BY THESE PRESENTS, That we, W. N. LTLES CO., a corporations
(hereinafter called the principal), as principal, and the PACIFIC INDEMNITY COMPANY, a corporation
organized and doing business under and by virtue of the laws of the State of California, and duly licensed
for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or
authorized by the laws of the State of CALI IOR&A , as Surety, are held and firmly bound unto
CITT OF SAN LUIS OBISPO - — — - — — — - — — (hereinafter called the Obligee)
in the just and full sum of TEN PERCENT (10%) OF 23 AMOUNT SED
Dollars ($ ) lawful money of the United States of America, for the payment of which,
well and truly to be made, we hereby bind ourselves and our and each of our successors and assigns, jointly
and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the above bounden
principal as aforesaid, is about to hand in and submit to the obligee a bid or proposal for IANSTRUCTION
OF WATER MAINS PAOJSCT UNIT 2, WALTER STREET, LAUREL LANE, Er AL.
in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting
proposals therefor.
NOW. THEREFORE, if the bid or proposal of said principal shall be accepted, and the contract for
such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a
contract and bond for the completion of said work as required by law, then this obligation to be null and
void, otherwise to be and remain in full force and effect.
IN WITNESS WHEREOF, said Principal and said Surety have caused these presents to be duly signed
and sealed this 16Yh day of AMW T , A. D. 19 %
>I \'I h, OF CAWFORNIA,
s
_.___Couery of._..._.FBFSNO._.__..................
O. flit..__.... y of Alps lb T ....____i. the year one tan ... ad nine l u sl" and F"TT7SI1 ..._.._.-
N..E,y Publk in and fn, Paid C.ou.ty and State. re.dina therein
duly cnmmisnioned and anesu, perwnally appeared _. W.-J.-MCComltie -. _. ._.._. kw.n to In, m be
the duly anthorbed .An.., in Fac, of PACIFIC INDEMNITY IAMPANY. and the . pFeeon .hear
name b MdN ded m the within ia,,nmen, .a the Anarneyin-Fact of Mtd Company, and the FEW
_._... _....
W. J, P[0.QDrlaJcjC _.-- .._...__..Claw.ledPed m me
that he subaeribeJ the name nl PACIFIC INDEMNITY COMPANY. ,hereto n mtrty and his ore namm
as Attorney in-FFCL
IN WITNESS WHEREOF. I have hereunto xt my hand and aSae,l my of dal xd the day and year
In this CenificMe fir, .b.- nduen.
not.,ywhceaanafo<._Lhe._eald__._..tanntrd. rresnv-' _. _ .stu"dG.M.nia.
I— GIaM ae. 1 ,Y Ix ON)
PROPOSAL
• TO
CITY OF SAN LUIS ORISPO
CALIFORNIA
(Note: The attention of the bidder is directed to the fact that he may bid
on either or both of Project Units 1 and 2. The bidder shall note further
that the City will furnish the mechanical joint cast iron pipe, valves,
hydrants, fittings and valve boxes to the Contractor in the amounts set forth
in the bid schedule for Project Unit 2, and the bidder shall take this fact
into account in his bid prices for the work.)
To The Honorable
City Council
City of San Luis Obispo
San Luis Obispo County, California
Gentlemen:
The undersigned as bidder declares that he has carefully examined
• the location of the proposed work, the annexed proposed form of contract, and
the plans and specifications therein referred to, and he proposes and agrees
if this proposal is accepted, that he will contract with the City of San Luis
Obispo in the form of the copy of the contract annexed hereto to provide all
the materials, except those specifically mentioned to be furnished by the City,
necessary machinery, tools, apparatus, and other means of construction and
do all the work snecified in the contract in the manner and time herein set
forth required for the complete construction of the sanitary sewer aid/or
water mains as shown on the plans and as specified.
Construction shall be in strict conformity with the plans and
specifications prepared therefor by Coo. E. Pearson, Consulting Engineer,
Palo Alto, California, and dated August, 1956, copies of which are on file in
the Office of the Director of Public Uorks, City Hall, San Luis Obispo,
California, and which plans and specifications are hereby made a part hereof.
The bidder proposes and agrees to contract with the City of San
Luis Obispo, to perform all of the above work, including subsidiary oblige-
tions as defined in said specifications for the following prices, to wit:
CP - 5
,
Item Item with Unit Prices Unit
• No. uanti_�2_ Unit ifritten in (lords Price Total
PROJECT U'IT 1
S1IIITA.RI SMWM
1. 666
Lin. Ft. Furnish and install 6-inch
vitrified clay pipe, at
wf /O
—,Dollars V s: �a
v 33y6. 6o
per lineal foot
2. 1,076
Lin. Ft. Furnish and install 8-inch
vitrified clay pips; at
J" yc•_
a.�lLtfC.fL�1�L.��—
,�. Dollars ',: 3 ��
�
k,_:j(QO_
xr lineal foot
3. 994
Lin.Ft. Furnish and install 10-inch
vitrified clay pipe, at
•
/ 1
�Hf!'L tl4flL , O�_
�_,Dollara ::. � 2 - 4/9¢ 6p '�
per lineal foot
4. 1,225
Lin. Ft. Furnish and install 15-inch
vitrified clay pipe, at
l .4' ay2� nlOU.
__,Dollars Y ys
sr I S
per lineal Pont
5. 795
Lin.Ft. Furnish end install 18-inch vitri-
fied pipe Sta. to 7+00.
clay /0-95
at C-c�.�.+�- �v
✓
,Dollars
v
per lineal foot
6. 1,045
Lin.Ft. Furnish and install 18-inch vitri-
fied clay pipe Sta.7*00 to 17.45,
%LPL/�i•� '�.cn
at
,/
•
,Dollars
per lineal foot
CD-6
Item Approximate Item with Unit Prices Unit
No. Quantity Unit Written in Words Price Total
• 7. 690 Lin.Ft. Furnish and install IS -inch vitrified
clay pipe Ste. 19+96.12 to 27f45.81,
O
at w.y.:tri 2i�Li, 00
,Dollars
per lineal foot
B. 241 Lin. Ft. furnish and install 18-inch "Smrooth-
flo" corrugated Metal Pipe with
fittings and metal anchors, at
,Dollars y
per lineal foot
9. 60 Lin. Ft. Furnish and install 1,-inch :!o. 3
g.ZZ. lined and c"tLd vclded steel
Pipo. at
.1r[c�� oo �
,Dollars $1s;%3 $
par lineal foot
• 10. 2 Each Construct manhole with metal framo
and cover, under 6 ft. in depth, at
® QO
per each
•
11. 11 Each Construct manholes with metal frame
and cover, 6 ft. to 8 /ft* in depth,
at ��,:}cGds✓rl ✓
` ,Dollars
per each
12. 5 Each Construct manhole with metal frame
and cover, 8 ft. to 10 ft. in
depth, at �.
y /siM .� �e siLJlG Y' �s2
per each
CD-7
Item 6pprosdmate
Item with Unit Prices Unit
No. Quantity Unit
Written in 1,4ords Price Total
•
13. 1 Each
Construct manhole With metal frame
and cover, 10 ft. to 12 ft. in
depth, at
��))
r
ifii a , ,Dollars
per each
14. 1 Each
Construct manhole with metal Pram
and cover, 12 ft. to 14 ft. in
depth, at
ILr Izr ,Dollars $ &90 e" 411ZI .00
per each
15. 1 Each
Construct manhole with metal frame
and cover, 14 ft. to 16 ft. in
depth,at
tee// ( / f ✓
per each
16. 1 Each
Construct manhole with metal frame
and cover, 16 ft. to 18 ft. in
depth, at
Ci'Vd uO DoZars $ S4DOff$ 5 }000
per each
17. 2 Each
Construct drop manhole with metal
frame and cover, 12 ft. to 14 ft.
in depth, at
,y
,Dollars W •O�
per each
18. 2 Fach
Construct concrete pipe supports
at f
, Dollars
•
e
per ach
CD-8
Itcaa Approxinatc Item Unit Prices 'Unit
• No. ____Qaantity ___.__Unit __Written in Words Price Total
19. 5 Cu. Yd, Furnish and install concrete
pipe jacket, at
_,Dollars
par cubic yard
20. 1 Each Furnish and installk-inch vitri-
fied clay pipe connection between
18-inch sewer and existing Manhole
at�Station 0-75, at / /
�Do11ara
per each
•
TOTAL PROJECT UNIT 1 v 4�0m�;6 /
CD-9
Itcsi Approximnte —y Stem with Unit Prices Unit '� �y
• No. —__aantity Unit ._ Written in Words Price `Total
PAOJBCT EMIT 2
ir.^,Tt� 10MR
21. 11262 Lin.Ft. Install only 6-inch mechanical
joint cast iron pipe water main,
Dollar93f-
per lineal foot
22. 2,474 Lin.Ft. Install only 8-inch mechanical
joint cast iron pipe water main,
UCE
at_-1C2. _�s3F�L.�'C'
per lineal foot
---._., Dollars
• 23• 2 Each Install only 6-inch mechanical joint
gate valve complete with valve box
on water main, at
per each
24. 4 Each Install only 8-inch mechanical
joint gate valve complete with
valve box on water mains, at
per each
25. 6 Each Install only, fire hydrants, 6-inch
mechanical joint, with valve and
valve box, branch main and appurten-
ances, at
.._.. _.._ ,Dollars
per cnch
TO'f:.L PROJECT ""l^ 2 v j[,%� ZZ..
CD - 10
The estimate of construction quantities hereinbefore set forth is
• approximate only, being given as a basis for the comparison of bids and the
City doss not expressly or by implication agree that the actual amount of
work will correspond therewith, but reserves the right to increase the amount
of any class or portion of the work or to omit portions of the work as may
be deemed necessary or expedient by the Engineer.
All bids will be compared on the basis of the Engineers estimate of
the quantities of the work to be done.
The undersigned has checked carefully all of the above figures and
understands that the City shall not be responsible for any errors or omissions
on the part of the undersigned in making up this bid.
In case of a discrepancy between words and figures, the words shall
prevail.
If this proposal shall be accepted and the undersigned shall fail to
contract as aforesaid and to furnish bonds as provided in said specifications
with sureties satisfactory to the City within ten (10) calendar days after
the bidder has received notice from said City that the contract is ready for
signature, the City may, at its option, determine that the bidder has abandoned
the contract- and the forfeiture of such security accompanying this proposal
shall operate and the sane shall be the property of the City.
Enclosed find certified check, cashierrs check or bidders bond
• IJo. of the Dank, for,, which
is not less than ten per cent 10,E of this bid, payable to the City of
Iuis O.:ispo and which is given as a varantee that the undersigned will enter
into the contract if awarded the work.
•
The undersigned hereby certifies that this bid is genuine, and not
sham or collusive, or Cade in the interest or in behalf of any person not
herein named, and that the undersigned has not directly or indirectly induced
or solicited any other bidder to put in a sham bid, or any other person,
firm or corporation to refrain from bidding, and that the undersigned has
not in any mariner sought by collusion to secure for himself an advantage
over any other bidder.
The City reserves the right to reject any and all bids.
It is agreed that this bid may not be withdrawn for a period of
Thirty (30) days from the opening thereof.
The terms and conditions of the final contract when executed shall
control and supersede anything herein to the contrary or inconsistent with
such contract.
The names of all persons interested in the foregoing proposal as
principals are as follows:
CG-11
;TOTE: If bidder or other interested person is a corporation, state
• legal name of corporation, also names of the president, secretary; treasurer,
and manager thereof; if a co -partnership, state true name of firm, also names
of all individual co-partners composing the firm; if bidder or other interested
person is an individual, state first and last name in full.
n
LJ
6l
Licensed in accordance with an act providing; for the regulations of
contractors, License No. ,i604/
Signature of bidder y
!TOTE: If bidder is a corporation, the legal name of the corporation
shall be set forth together with the signature of the officer or officers
authorized to sign contracts on behalf of the corporation• if bidder is a
co -partnership, the true name of the firm shall be set forth above together
with the signature of the partner or partners authorized to sign contracts
in behalf of the co -partnership: and if the bidder is an individual, his signature
shall be placed above.
Business address: TQ- Hex
Place of residence
Dated:— , 1956.
i
CF - 12
A
CITY OF SAN LUIS OBISPO
CALIFORNIA
DIRECTOR OF FINANCE 9 September 1956
'The following deposit checks for plans and specs. for sewer and water
project were deposited to the account of the City of San Luis Obispo
as required by the specs.
Mc Brides Plumbing 10.
J.E. Young Pipe Line Construction Co. 10.
W.M.Lyles and Co. 20.
L. E . Webb Co. 10.
0. R. Ochs & Son 10.
Smee's Plumbing 10.
The following warrants dated September 4, 1956 were issued for refund
of portion of deposit on plans and specs. as required by specs.
McBrides Plumbing = 5. warrant #
J.E. Young Pipe Line Construction Co. 5. "
W. M. Lyles & Co. 10. "
L.E. Webb Co. 5. "
O.R. Ochs & Son 5. "
Smee's Plumbing 5. "
J.H. Fitzpatrick
Director of Finance
71
In The Superior Court of The State of California
In and for the County of San Luis Obispo
AFFIDAVIT OF PUBLICATION
No......_ ....... _.......
_.UL_ LMATTER OF
_SEPIER„AND WATER PAINS
STATE OF CALIFORNIA, l
fM
County of San Luis Obispo. I}
The unders:gned, being first duly sworn, deposes, and says:
That I am over the age of eighteen and not interested in the
that I em now, and at ell times embraced in the publication
herein mentioned was, the principal clerk of the printers and
publishers of the SAN LUIS OBISPO COUNTY TELEGRAM.
TRIBUNE, a newspaper of general circulation, printed and pub.
lished daily, Sundays excepted, at the City of San Luis Obispo
in the above named county and state: that ................................
POTIC}: ._CP TRtCT0RS
of which the annesed clipping is a true printed copy, was pub-
lished in the above -named newspaper on the following dates,
to.wit:..... ........... _......................................................... ..... _.......
.............................................................
that said newspaper was duly and regularly ascertained and
established a newspaper of general circulation by Decree en-
tered in the Superior Court of San Luis Obispo County, State
of California, o e 9, 1952, under the ov'sions of C pter
1. Division 7, Ra of the Governme od o`}he�e of
California.
(Signature of Principal Clerkl
Subscribed ind sworn to before me this ......... day of
Notary Public in and for said C y and Stet*
SIDE GLANCI
„ua�,: .,. ..�r.slsu ....,^�nSS. uE.;a..�k'R -: ✓x ac w,..,vti... a,wvukel: 4�fl, u.xul�aA
ADDENDUM NO. 1
TO
"City of San Luis Obispo, California, Contract Documents
and Specifications for Construction of Sanitary Sewer
and Water Mains, Walter Street, laurel Lane, Et Al,$"
dated August, 1956,
1. The paragraph on page 9-4 under sub -heading "Corrugated Metal
Pipe" shall be revised to read "Corrugated metal pipe and
fittings furnished shall be No. 12 gage, asbestos bonded, 'Smooth-
flo', as manufactured by Armco Drainage and Metal Products, Inc.,
Caloo Division, Berkeley, California, or approved equal."
2. The Contractor shall have the responsibility of determining the
location of all existing underground utilities such as pipe lines,
electrical conduits, etc., whether shown on the plans or not,and
shall take all necessary precautions to avoid damage to any such
utilities. Damage to any such utilities occasioned by the
Contractor's operations shall be the sole responsibility of the
Contractor.
3. Flooding and ,jetting of trench backfill specified for unimproved
areas on page 9-9 shall be modified as follows: "Where backfill
material is of such nature as to not compact satisfactorily by
flooding, or jetting, the Contractor shall, at the direction of
the Engineer, discontinue such method of compaction and proceed
with mechanical tamping of backfill in layers of such depth as
will, in the opinion of the Engineer, produce a reasonable decree
of compaction. Caution shall be exercised during flooding and
jetting operations to preclude the possibility of flotation of the
pipe. Any damage to the pipe or joints caused by flotation shall
be the sole responsibility of the Contractor.
4. The crossing of the two turn -around tracks of the Southern Pacific
Company Railroad at approximate stations 9 and 13 shall be by open
cut method. Arrangement fo� linited discontinuance of service
for each track for open cut installation of the sewer pipe shall
be made between the Contractor and the Southern Pacific Company
Railroad. All requirements of the Southern Pacific Company
regarding such operation shall be strictly followed.
Dated: August 15, 1956 ` 42V �
DIFZCTCR OF PUBLIC WORKS
L J
CITY OF SAN MIS OBISPO
CALIFORNIA
CONTRACT DOCUMENTS
AND
SPECIFICATIONS
FOR
CONSTRUCTION OF SANITARY SEWER AND WATER MAINS,
WALTER STREET, LAUREL LANE, ET AL.
FRED LJCKSINGER -- 111YOR
COI i4CIL1`w
KENNETH W. JONES NEIS DECK
LOWELL CHRISTIE WARREN G. EDWARDS
RICHARD MILLER CHIEF ADbIINISTRATIVE OFFICER
J. H. FITZPATRICK CITY CLERK
WM. HOUSER CITY ATTORNEY
DAVID F. ROPERO DIRECTOR OF PUBLIC WORKS
PRICE THO11PSON WATER SUPERINTENDENT
Geo. E. Pearson
Consulting Engineer
Palo lto, California
;nUGUST
1956
• 0
I :' D 1;
Ca!MACT Docui 71TS
Pace
Notice to Contractors .......................... CD - 1
Proposal ....................................... CD - 5
Form of _adders Bond ........................... CD - 13
Form of Agreement .............................. CD - 15
CC:MAL P::OVISIOi•IS
Section
1
Definitions and Tens .........................
1
Section
2
Proposal requirements and Award of Contract...
1-3
Section
3
Description of!,.or!...........................
1-2
Section
4
Control of the,.ork...........................
1-3
• 3ection
5
Control of'.aterials ..........................
1
Section
5
Le;;al Relations anc'2esponsibilities to the
PuAic........................................
1-3
Section
7
Prosecution and Progress ......................
1-3
Section
C
1:easurement and Payment .......................
1-3
Section
9
Construction Details ..........................
1-12
Section
10
Installation of Cast Iron Pipe arsi Appurtenances
1-5
124GE'aaR's ESMITE OF QUhNTITIFS
•
'In proximatc
Item
)uantities
Unit
PROJECT 011T 1
SAVIT.IM SD.ERS
1.
666
Lin. Ft.
Furnish and install 6-inch vitrified clay pipe
2.
1,076
Furnish and install 8-4nch vitrified clay pipe
3.
994
" •'
furnish and install 10•inch vitrified clay pipe
4.
1,225
•' "
Furnish and install 15-inch vitrified clay pipe
5.
795
'' "
Furnish and install 18-inch vitrified clay pipe
Sta. 0-95 to 7t00
6.
1,045
" "
Furnish and install 18-inch vitrified clay pipe
Sta. 7+00 to 17+45
7.
690
"
Furnish and install 18-inch vitrified clay pipe
Ste. 19+96.12 to 27*45.81
8.
241•'
^
Furnish aiLd install 16-inch 'Smooth-flo•' corrugated
•
i;etal pipe with fittings and metal anchors
9.
60
•' '
Furnish and install 18-inch, No. 3 Gage, lined and
coated welded steel pipe
10.
2
Each
Construct manhole with metal frame and cover,
under 6 ft. in depth
11.
11
••
Construct manhole with metal frame and cover,
6 ft. to 8 ft. in depth
12.
5
'•'
Construct manhole with metal frame and cover,
G ft. to 10 ft. in depth
13.
1
'•
Construct manhole with metal frame and cover,
10 ft. to 12 ft. in depth
14.
1
"
Construct manhole with metal frame and cover,
12 ft. to 14 ft. in depth
15.
1
•'
Construct manhole with metal frame and cover,
14 ft. to 16 ft. in depth
16.
1
•'
Construct manhole with metal frame and cover,
16 ft. to 18 ft. in depth
•
CD-2
Approximate
tem amities
Unit
Descri ion
. 17-
2
Each
Construct drop manhole with metal frame and cover,
12 ft. to 14 £t. in depth.
18.
2
It
Construct concrcto pi.pu supports
19.
5
Cu. Yda.
Furnish and install concrete pipe jacket
20.
1
Each
Furnish and install temporary 6-inch vitrified clay
pipe connection between 18-inch sewer and
existing manhole at Station 0-75
PROJECT UNIT 2
21.
1,262
Lin. Ft. Install
only 6-inch mechanical joint cast iron pipe
water main
22
2,474
'1 Install
only ,-inch mechanical joint cast iron pipe
water main
23.
2
Each Install
only 6-inch mechanical joint gate valve
complete with valve box on water main
• 24.
4
Install
only 8-inch mechanical joint gate valve
co;::plete wit.. valve box on water main
25.
6
•• Install
only, fire hydrant, 6-inch mechanical ,joint,
with valve and valve box, branch Train and
appurtenances
CD-3
CLAS51FiCA TSON RATE PER HOUR
Truck drivers (dump, lee* than 4 yds water level)
2.405
Tn:ck drivers (damp, h yda but leas than 8 yda water level)
2.435
Truck drivers (dump, 8 yde but lees than 12 Ida water level)
2.485
Truck drivers (legal payload capacity lean than 6 tons)
2.405
Truck drivers (legal payload capacity 6 ;.cus to 10 tons)
2.435
Truck drivers (legal payload capacity 10 tone to 15 tons)
2.485
Truck drivers (legal payload capacity 15 tors to 20 tons)
2.565
Truck drivers (legal payload capacity 20 tons or more)
2.785
Trick drivers (ras and oil pipeline working, inel-ding winch
trick and all sizes of trucks)
2.585
Truck drivers (Water . under 2500 gals)
2.465
Truck greaser and tirersn
2.515
Truek repairman
2.965
Truck repairman helper
2.515
Truck driver (pickup)
2.405
Laborer (general or construction)
2.30
Operators and tenders of pneumatic and eleetrie tools,
vibrating mschires, and similar mechanical tools)
2.51
Flagman
2.30
laborer (gas and oil pipeline)
2„30
Lsying of all Non -Metallic pipe, including sewer pipe,
drain pipe and undarground tile2.(1
Making and caulking of all Non-.netalli* pipe ,joint*
2.49
Turman end mortarmsn
2.35
Cement mason
2.925
Carpenter
3.00
Apprentice ongineer and oiler
2.15
Firemen
2.35
Air compressor, pump or generator Operator
2.49
Truck Crane oiler
2.49
Asphalt plant fireman
2.65
Hoxman or mixer box operator (concrete or asphalt plant)
2.65
Concrete mixer operator - skip type
2.65
A.Frame or winch truck operator
2.81
The wage rates for any classification not listed in the foregoing schedule
of hourly wages will be the prevailing versa for such work
The foregoing quantities are approximate only, being given as a basis
for the comparison of bids, and the City does not expressly or by implication
• agree that the actual amount of work will cofrespond therewith, but reserves
the right to increase the amount of any class Or portion of the work or to
omit portions of the work as may be deemed necessary or expedient by the
Engineer.
All bids will be compared on the basis of the Engineer's estimate of
the quantities of work to be done.
It shall be mandatory upon the Contractor to whom the contract is
awarded, and upon any subcontractor under him, to pay not less than the
specified rate to all laborers, workmen aid mechanics employed by them in
the execution of the contract.
In accordance with the provisions of Section 1770 of the labor Code,
the Citv Council has ascertained the general prevailing rate of wages appli-
cable to the work to be done as shown on the schedule attached hereto.
No bid will be accepted from a Contractor who is not licensed in
accordance with the law, under the provisions of Chapter 791, Statutes of
1929, as amended, or Chapter 37, Statutes of 1939, as amended.
Each bid shall be made out on a bid form to be obtained at the Office
of the Director of Public Works in the City Hall, in conjunction with the
contract documents.
• Each bid moat conform and be responsive to the invitation, the Plans,
the Specifications, and all documents comprising the pertinent Contract
Documents. Copies of the Contract Documents are now on file and opened to
public inspection in said Office of the Director of Pu611c Works in the City
Hall, and may be obtained by depositing the a= of .)10.00 for each set, of
which deposit ,r5.00 will be refunded to each bidder or intended bidder who
returns such set of documents in good condition within five days after the
opening of the bids.
•
Each bid shall be presented under sealed cover and shall be accompanied
by a certified check, cashier's check, or a satisfactory bid bond made payable
to the City, executed by the bidder or a surety company in an amount equal to
ten per cent (10%) of the bid. The said check or bond shall be given as a
guarantee that the bidder will execute the contract in conformity with the
fn=.. of agreement prescribed b7r the City, and will furnish bonds as specified,
within ten (10) days after notification of the award of the contract to the
successful bidder.
The City reserves the right to reject any or all bids.
By order of the City Council of the City of San Luis Obispo, made the
day of
J.-H. Fitzpatrick
City Clerk of the
City of San Luis Obispo
1956.
CD-4
PROPOSAL
• TO
CITY OF SAN LUIS OBISPO
CALIFORNIA
(Note: The attention of the bidder is directed to the fact that he may bid
on either or both of Project Units L and 2. The bidder shall note further
that the City will furnish the mechanical joint cast iron pipe, valves,
hydrants, fittings and valve boxes to the Contractor in the amounts set forth
in the bid schedule for Project Unit 2, and the bidder shall take this fact
into account in his bid prices for the work.)
To The Honorable
City Council
City of San Luis Obispo
San Luis Obispo County, California
Gentlemen:
The undersigned as bidder declares that he has carefully examined
• the location of the proposed work, the annexed proposed form of contract, and
the plans and specifications therein referred to, and he proposes and agrees
if this proposal is accepted, that he will contract with the City of San Luis
Obispo is the form of the copy of the contract annexed hereto to provide all
the materials, except those specifically mentioned to be furnished by the City,
necessary machinery, tools, apparatus, and other means of construction and
do all the work snecified in the contract in the manner and time herein set
forth required for the complete construction of the sanitary sewer and/or
water mains as shown on the plans and as specified.
Construction shall be in strict conformity with the plans and
specifications prepared therefor by Geo. E. Pearson, Consulting Engineer,
Palo Alto, California, and dated August, 1956, copies of which are on file in
the Office of the Director of Public }forks, City (fall, San Luis Obispo,
California, and which plans and specifications are hereby made a part hereof.
The bidder proposes and agrees to contract with the City of San
Luis Obispo, to perform all of the above work, including subsidiary obliga-
tions as defined in said specifications for the following prices, to -wit:
`J
CD - 5
PROJECT Df2T 1
21IIIIT-11-J SEEM
1. 666 Lin. Ft. Furnish and install 6-inch
vitrified clay pipe, at
Dollars
per lineal foot
2. 1,076 Lin.Ft. Furnish and install 8-inch
vitrified clay pipe; at
,Dollars
per lineal toot
3. 994 Lin.Ft. Furnish and install 10-inch
vitrified clay pipe, at
• Dollars
per lineal foot
4. 1,225 Lin. Ft. Furnish and install 15-inch
vitrified clay pipe, at
__,Dollars v
per lineal foot
5. 795 Lin.Ft. Furnish and install 1"'-inch vitri-
fied clay pipe Ste. 0-95 to 7+00,
at—_
,Dollars
per lineal foot
6. 1,045 Lin.Ft. Furnish and install 18-inch vitri-
fied clay pipe Sta.7+00 to 17+45,
• .Dollars _
per lineal foot
CD-6
Item
Approximate
Item with Unit Prices Unit
No.
Quantity
Unit
Written in Words Price
Total
•
7.
690
Lin.Ft.
Furnish and install 18-inch vitrified
clay pipe Sta. 19t96.12 to 27*45.81,
at
,Dollars
per lineal foot
S.
241
Lin.Ft.
Furnish and install 18-inch sSooth-
£lolf corrugated Metal Pipe with
fittings and metal anchors, at
,Dollars $ ffi
per lineal foot
9.
60
Lin.Ft.
Furnish and install 1G-inch "0. 3
gcz.., lined and ecstod uoldod steel
pipe, at
,Dollars $
$
per lineal foot
10.
2
Each
Construct manhole with metal frame
and cover, under 6 ft, in depth, at
,Dollars $
$
per each
11.
11
Each
Construct manholes with metal frame
and cover, 6 ft. to 8 ft. in depth,
at
,Dollars $
$
per each
12.
5
Each
Construct manhole with metal frame
and ewer, 8 ft. to 10 ft. in
depth, at
,Dollars w
$
per each
•
CD-7
Item Approximate Item with Unit Prices Unit
No. Quantity Unit Written in Words Price Total
• 13• 1 Each Construct manhole with ❑etal frame
and cover, 10 ft. to 12 ft. in
depth, at
,Dollars $ &
per each
14. 1 Each Construct manhole with metal frame
and cover, 12 ft. to 14 ft. in
depth, at
,Dollars $ $
per each
15. 1 Each Construct manhole with metal frame
and cover, 14 ft. to 16 ft. in
depth, at
• ,Dollars ','+ $
per each
16. 1 Fach Construct manhole with metal frame
and cover, 16 ft. to 18 ft. in
depth, at
,Dollars $ $
per each
17. 2 Each Construct drop manhole with metal
frame and cover, 12 ft. to 14 ft.
in depth, at
,Dollars a $
per each
18. 2 F=h Construct concrete pipe supports
at
• ,Dollars
per each
CD-8
Ttea �:1pp:•oximatc w.. Itcrn with Unit Pricas `Unit ~!�
• No. G�u�ntitY. Unit Written in Words Price Total
19. 5 Cu. Yd. Furnish and install concrete
pipe jacket, at
•
•
,Dollars W v
par cubic yard
� ; `.naR rl•
20. 1 Each Furnish and installb-inch vitri-
fied clay pipeconnection between
18-inch sewer and existing manhole
at Station 0-75, at
,Dollars
per each
TOTAL PROJECT UNIT 1
CD-9
Its Approximate Item with Unit Prices Unit
• No. Wuantity.Wit ._ Written in Words Price Total
PROMOT UNIT 2
1•11.1PR t411N5
21. 1,262 Lin. Ft. Install only 6-inch mechanical
joint cast iron pipe water main,
.Dollars V_.�--_'y--^--
per lineal Yoot
22. 2,474 Lin.Ft. Install only 8-inch mechanical
joint cast iron pipe water main,
at__
__._._..,Dollars
per lineal foot
• 23. 2 Each Install only 6-inch mechanical joint
gate valve complete with valve box
on water min, at
___,Dollars
per each
24. 4 Each Install only 8-inch mechanical
joint gate valve complete with
valve box on water mains, at
__.Dollars
per each
25. 6 Each Install only, fire hydrants, 6-inch
mechanical joint, with valve and
valve box, branch main and appurtcn-
ances, at
. _... _.._ .Dollars
per each
T(Y,C.'.L MOJFCT ;"'IT 2
CD - 10
The estimate of construction quantities hereinbefore set forth is
• approximate only, being given as a basis for the comparison of bids and the
City does not expressly or by implication agree that the actual amount of
work will correspond therewith, but reserves the right to increase the amount
of an,, class or portion of the work or to omit portions of the work as may
be deemed necessary or expedient by the Engineer.
All bids will be compared on the basis of the Engineers estimate of
the quantities of the work to be done.
The undersigned has checked carefully all of the above figures and
understands that the City shall not be responsible for any errors or omissions
on the part of the undersigned in making up this bid.
In case of a discrepancy between words and figures, the words shall
prevail.
If this proposal shall be accepted and the undersigned shall fail to
contract as aforesaid and to furnish bonds as provided in said specifications
with sureties satisfactory to the City within ten (10) calendar days after
the bidder has received notice from said City that the contract is ready for
signature, the City may, at its option, determine that the bidder has abandoned
the contract. and the forfeiture of such security accompanying this proposal
shall operate and the same shall be the property of the City.
Enclosed find certified check, cashier's check or bidders bond
• No. of the _i Dank, for, which
is not -less than ten per cent lq, ofthis bid, payable to the City of
v,_., and which is given as a Zuarantee that the undersigned will enter
into the contract if awarded the work.
The undersigned hereby certifies that this bid is genuine, and not
sham or collusive, or made in the interest or in behalf of any person not
herein named, and that the undersigned has not directly or indirectly induced
or solicited any other bidder to put in a sham bid, or any other person,
firm or corporation to refrain from bidding, and that the undersigned has
not in any manner sought by collusion to secure for himself an advantage
over any other bidder.
The City reserves the right to reject any and all bids.
It is agreed that this bid may not be withdrawn for a period of
Thirty (30) days from the 'pening thereof.
The terms and conditions of the final contract when executed shall
control and supersede anything herein to the contrary or inconsistent with
such contract.
The names of all persons interested in the foregoing proposal as
nr_ncipals are as follows:
•
:`OTE: If bidder or other interested person is a corporation, state
• legal name of corporation, also names of the president, secretary; treasurer,
and manager thereof; if a co -partnership, state true name of firm, also names
of all individual co-partners composing the firm; if bidder or other interested
person is an individual, state first and last name in full.
Licensed in accordance with an act providing for the regulations of
contractors. License i;o.
• Signature of bidder
NOTE: If bidder is a corporation, the legal name of the corporation
shall be set forth together with the signature of the officer or officers
authorized to sign contracts on behalf of the corporation; if bidder is a
co -partnership, the true name of the firm shall be set forth above together
with the signature of the partner or partners authorized to sign contracts
in behalf of the co -partnership; and if the bidder is an individual, his signature
shall be placed above.
Business address:
Place of residence:
Dated: 1956.
u
C11-12
BIDDUZIS MID
• CITY OF SAID LUIS ODISPO
CALIFO2jTIA
Val ALL 1=4 BY THESE PTZSMITS,
That
As PrMICIPAL, and
As SURETY, are held and firmly bound unto the City of San Luis Obispo, herein-
after called the City, in the penal sum of TiaJ PER CMT (10;) OF THE TOTAL
Af IOUIJT OF III DID of the Principal above named, submitted by said Principal
to the City of San Luis Obispo, San Luis Cbispo County, California, for the
work described below, for the payment of which sum in lawful money of the
United States, well and truly to be made, we bind ourselves, our heirs,
• executors: administrators and successors, jointly and severally, firuly by
these presents.
sum of
In no case shall the liability of the surety hereunder exceed the
11C CONDITION OF TIIIS OBLIGATIO!I IS SUCH,
That whereas the Principal has submitted the above -mentioned bid to
the City of San Luis Obispo, San Luis Obispo County, California, for certain
construction specifically described below, for which bids are to be opened at
insert place where bids will be opened
For
insert date of bid opening)
--7Cop� here the exmct description of work„ including location
CD - 13
NU!, IfMEFOM, If the aforesaid Principal is warded the contract
• and, itithin the time and manner required under the headings -Proposal
.,emiirements and Award of Contract-' in the volume. containing the Contract
Documents And Specifications, after the prescribed forms are presented to
him for signature, enters into a written contract, in the prescribed form,
in accordance with the bid, and files the two bonds with the City, one to
uarantee faithful performance, and the other to guarantee payment for labor
and materials, as required by law, then this obligation shall be void, other-
wise it shall remain in full force and virtue.
In the event suit is brought upon this bond by the Obligee and
judgment is recover0d, the surety shall pay all costs incurred by the
Obligee in such suit, including a reasonable attorneyvs fee to be fixed
by the court.
IN 1:IINESS i.1=0F, Ile Have hereunto set our hands and seals on this
---------"__---day or--------'---' A.D. 1956.
•
•
----- ---(Seal)
Principal
__ _ _,(3ea1)
(Seal)
—___
---(Deal)
Surety
,TOTE. Signatures of those executing for the surety must be properly
acknmiledged.
CT) -14
CITY OF SAN LUIS OEISPO
• SAN LUIS ODISPO COUNTY, CALIFOWIA
CONTRACT FOR THE CONSTRUCTION OF
SANITARY SEM AND/OR IJATER HUM
. T.TE' Si': I:'_, L.:-: M L,'E, AL.
THIS AGREIDENT, made and concluded, in duplicate, this
day of ,one thousand nine hundred and
between the City of San Luis Obispo, San Luis Obispo County, California, party
of the first part, and
Contractor, party of the second part.
ARTICLE I. Witnesseth, That for and in consideration of the pay-
ments and agreements hereinafter mentioned, to be made and performed by the
said party of the first part, and under the conditions expressed in the two
bonds, bearing even date with these presents, and hereunto annexed, the said
• party of the second part agrees with the said party of the first part, at his
own proper cost and expense, to do all the work and furnish all the materials,
except such as are mentioned in the specifications to be furnished by said
party of the first part, necessary to construct and complete in a good
workmanlike and substantial manner and to the satisfaction of the City of
San Luis Obispo, the sanitary sewer and/or water mains, in accordance with
the specifications therefor, in the volume entitled, "City of San Luis Obispo,
California, Contract Documents and Specifications for Construction of
Sanitary Sewer and Water 6fains, '!alter Street, Laurel Lane, Et Al," dated
August, 1956, which said specifications are hereby specifically referred to
and by said reference made a part hereof.
Said work to be done is further shown on plan entitled; "City of
San Luis Obispo, San Luis Obispo County, California, Plans for the construct-
ion of Sanitary Sewer and lister Mains, Walter Street, Laurel Lane, Et Al,"
dated August, 1956, which said plans are hereby made a part of this contract.
ARTICLE II. And the said Contractor agrees to receive and accept
the following prices as full compensation for furnishing all materials not
to be furnished by the Party of the First Part, and for doing all the work
contemplated and embraced in this agreement, also for all loss or damage
arising out of the nature of the work aforesaid, or from the action of the
elements, or from any unforseen difficulties or obstructions which may arise
or be encountered in the prosecution of the work until its acceptance by the
Party of the First Part, and for all risks of every description connected with
• the work; also for all expenses incurred by or in consequence of the suspension
or discontinuance of work and for well and faithfully completing the work
and the whole thereof, in the manner and according to the plans and specifi-
cations, and the requirements of the Engineer under them, to -wit:
CD - 15
Item :,pprardmate � Ite2r xiLh Unit pi•Seos �l nft V-
No._ Quantity Unit Writton in kRMs Price Total _
PROJECT UNIT 1
S"JamI Y 1409
1. 666 Lin.Ft. Furnish and install 6-inch
vitrified clay pipe, at
,Dollars per lineal lineal foot
2. 1,.076 •• Furnish and install 8-inch
vitrified clay pipe, at
__,Dollars
per lineal foot
3• 994 Furnish and install 10-inch
vitrified clay pipe, at
• per 11noa1 foot —,Dollars
4. 1,225 " Furnish and install 15-inch
vitrified clay pipe, at
,Dollars
per lineal foot
5. 798' •' Furnish and install 18-inch
vitrified clay pipe Sta. 0-98
to 7+00, at
___•,Dollars
per lirical foot
6. 1,045 Furnish and install 18-inch
vitrified clay pipe, Sta.7+00
to 17+45, at
• _ ,Dollars
per lineal foot
CD-16
Itm"dpprwdmato Item with Unit Prices Unit
• Nam._.._. !luantiiy __Unit Idritt Aci Words Iico, a,l�_
7. 690 Lin. Ft. Furnish and install 18-inch
vitrified clay pipe Sta.. 19*96.32
to 27+45.81, at
oot_,Dollars
per lineal t
8. 243. " " Furnish and install 18-inch•'Srwoth-
floi3 corrugated metal pipe with
fittings and metal anchors, at
Dollars
per lineal foot
9. 60 Furnish and install 18-inch, No. 3
gage, lined and coated welded steel
pipe, at
• _ _Dollars ',,-- W .
per lineal foot
10. 2 Each Construct manhole with metal frame
and cover, under 6 ft. in depth. at
._`___,Dollars
per each
ll. ll Construct manhole with metal from
and cover, 6 ft. to 8 ft. in depth,
at
.. —.—_— ,Dollars
per oach�
12. 5 Construct manhole with metal frame
and cover, 8 ft, to 10 ft. in depth,
at
—,Dollars
• per each
CD - 17
----._..--
Itom
---
Spprox9mate
- _ - --- - - -- - ._ - - -- -
Item with L'nit Prices Unit
•
Ho._ -_
. ,_ e.2uantity `_
Onit
J_ _ _ 3lritten in Words Price ___ Total _-
13.
1
Each
Construct manhole with metal £rams
and cover, 10 ft. to 12 ft, in
depth, at
....__,,Dollars w.......... �•.__. _._._..
per each-
14.
1
•1
Construct manhole with metal franc
and cover, 12 ft. to 14 ft, in
depth, at
por each
15.
1
Construct mar. ole with metal frame
and cover, 14 ft. to 16 ft. in
depth, at
•
--- -- Dollars "'—.-- ----—'—�-'-
pur each
16.
1
11
Construct manhole with metal frame
and cover, 16 ft. to 18 ft. in
depth, at
-—_,Dollars
per each
17.
2
Construct drop manhole with metal
frame and cover, 12 ft. to 14 ft.
in depth, at
_____ -----_ - _ ____.-_ .,Dollars
PEft Pa1CIi
18.
2
Construct concrcto pipe supports,
at
per aach
CD - 1,.
Item .lppro>uate _ _� _ _.— Item with Unit Prices Unit ---
• T7o._____ , Quantity Unit __�Hrittenin lords Price 2bta1
19. 5 Cu. Yd. Furnish and install concrete
pipe jacket, at
_.._,Dollars+_,_-
per cubicd. y-
20. 1 Each Furnish and install temporary.
6-inch vitrified clay pipe con-
nection between 18-inch sewer and
existing manhole at Sta. 0-75, at
per
•
n
TOTSL PROJECT MIT 1
CD - 1-j
Item
Approxia t-o "
Item with Unit prices V Unit -"�"-
•_'quantity
_ Un3t
HfritEon in Nord' Price
Tot
21.
1,262 Lin.Ft.
Install only 6-inch mechanical
joint cast iron pipe water main,
at
,Dollars
A
per lineal foot
22•
2,474 "
Install only 8-inch mechanical
joint cast iron pipe water main,
at
per 1.'Snea2 f'oot�
23.
2 Each
Install only 6-inch mechanical joint
•
gate valve complete with valve box
on water main, at
Dollars_.-
por each
24.
1, ••
Install only 8-inch mechanical
joint gate valve complete with
valve box on water ruin„ at
---------- —,Dollars
per cacti
25.
6
Install only, fire hydrant, 6-inch
mechanical joint, with valve and
valve box, branch main and appurten-
ances, zt
pc;r erch
TDT,%L P2DJ CT W117 2
W) -2p
Should any dispute arise respecting the true value of any wort:
omitted or of any extra work which the Contractor may be required to do, or
• respecting the size of any payment to the Contractor, during the performance
of this contract, said dispute shall be decided by the City Council and its
decision shall be final and conclusive.
ARTICLE III -- The said party of the first part hereby promises and
agrees with the said Contractor to employ, and does hereby employ, the said
Contractor to provide the materials and to do the work according to the terms
and conditions herein contained and referred to, for the prices aforesaid;
and hereby contracts to pay the same at :the time, in the manna and upon the
conditions above set forth; and the said parties for themselves, their heirs,
executors, administrators, successors and assigns, do hereby agree to the full
performance of the covenants herein contained.
ARTICLE IV. -- It is further expressly agreed by and between the
parties hereto that should there be any conflict between the terms of this
instrument and the bid or proposal of said Contractor, then this instrument
shall control and nothing herein contained shall be considered as an acceptance
of the said terms of said proposal conflicting herewith.
ARTICLE V. -- The Contractor shall forfeit, as penalty, to the City
of San Luis Obispo, Ten Dollars (,10.00) for each wofkmn employed in the
execution of the contract by him or by Say subcontractor, for each calendar
da•11 during which any workmn is required or permitted to labor core than eight
M hours in violation of the provisions of Article 3, Chapter 1, Part 7,
Division 2 of the Labor Code and all amendments thereto.
• ARTICLE VI.-- The Contractor shall forfeit as penalty to the City
of San Luis Obispo, Ten Dollars ('10.00) for each alien knowingly employed in
the execution of the contract, for each calendar da- or portion thereof,
during which said alien is permitted or required to labor in violation of the
provisions of Article 4, Chapter 1, Part 7. Division 2 of the Labor Code,
and all amendments thereto.
ARTICLE VII. -- Only such materials shall be used in the performance
of this contract as conform to the requirements of Chapter 4 of Division S
of Title 1 of the Government Code of California.
ARTICIL ✓III.-- reference is hereby made to the rate of prevailing
• wage scale established by the City Council of the City of San Luis Obispo
and attached to these specifications, the provisions of which are hereby
specified as the rate of prevailing wage to be paid worlaaen on this project.
III 11ITNESS =..EOP, the parties to these presents have hereunto
set their hands the year and date first above written.
CITY 07 M; LUIS OBISPO
Contractor
Approved as to form:
• City Attorney
0
SECTION 1
• DEFDIITIOi:S AIM TEMB
1lhenever in these specifications or in any of the documents or
instruments where these specifications govern, the following terms or pronouns
in place of them are used, the meaning shall be interpreted as follmis:
(a) City. -- The City of San Luis Obispo.
(b) Countn. — The County of San Luis Obispo.
(c) City Council. -- The City Council of the City of San Luis
Obispo.
(d) Engineer. -- The Engineer in charge of the project duly
appointed by the City, acting either directly or through authorized agents,
such Engineer and agents acting within the scope of the particular duties
entrusted to them.
(e) Ei_der. -- An individual, firm. or corporation submitting a
proposal for the work contemplated.
(f) Contractor. -- The person, or persons, co -partnership or
corporation who have entered into a contract with the City of San Luis Obispo,
• as party or parties of the second part; or his or their le -al representatives.
(g) Proposal. -- The offer of the bidder for the work when made
out and submitted on the prescribed proposal form, properly siCned and
guaranteed.
•
(h) Plans. The plans entitled, °City of San Luis Obispo, Califor-
nia, Plans for Construction of Sanitary Sewer and Water lain, Walter Street,
Laurel Lane, Et A1,° Project Units 1 and 2, Dated August, 1956 and prepared
by Geo. E. Fearson. Consulting Engineer, Palo Alto, California.
(i) Specifications. -- The directions, provisions and require-
ments contained in these specifications.
(j) Contract. -- The ixitten agreement covering the performance
of the work and the furnishing of labor, materials and equipment in construct-
ion of the work. The contract shall include the notice to contractors, the
proposal, plans and specifications and the contract bonds: also, any and all
suitable agreements amending or extending the work contemplated which may be
required to complete the imrk in a substantial and acceptable manner.
(k) Standard Specifications. -- The volume entitled "State of
California, Department of Public Iorks, Division of highways, Standard
Spec ifications,• - dated August 1954.
1 - 1
. SECTIOU 2
PROPOSAL =UIRMEM
AND AWARD OF COMRACT
(a) Contents of Proposal Forms. -- Prospective bidders will be
furnished with proposal forms which will state the location and description
of the contemplated construction and will show the approximate estimate of the
various quantities and kinds of work to be performed or materials to be
furnished, with a schedule of items for which bid prices are asked.
(b) Approximate Estimate.-- The quantities given in the notice to
contractors, proposal and contract forms are approximate only, being given as
a basis for the comparison of bids, and the City does not, expressly or by
implication, agree that the actual amount of work will correspond therewith,
but reserves the right to increase or decrease the amount of any class or
portion of the work, or to omit portions of the work, as may be deemed necess-
ary or expedient by the Engineer.
(c) Examinations of Plans. Specifications and Site of Mork. -- The
bidder shall examine carefully the site of the work contemplated and the
proposal, plans, specifications, and contract forms therefor. It will be
assumed that the bidder has investigated and is satisfied as to the conditions
to be encountered, as to the character, quality, and quantities of work to be
performed and materials to be furnished, and as to the requirements of these
• specifications and the contract.
(d) Proposal Forms.-- All proposals must be made upon blank forms
to be obtained from the Office of the Director of Public Works in the City Hall.
All proposals must give the prices proposed, both in writing and fiCures, and
must be signed by the bidder, with his address. If the proposal is made by an
Individual. his name and post office address must be shown. If made by a firm
or partnership, the name and post office address of each member of the firm or
partnership must be shown. If made by a corporation, the proposal meet show
the name of the state under the laws of which the corporation was chartered
and the names, titles, and the business addresses of the president, secretary,
and treasurer.
•
(a) Proposal Guarantee.-- All bids shall be presented under sealed
cover and shall be accompanied by certified check, cashier's check, or bidders
bond made payable to the City, in an amount equal to at least ten per cent
(1055 of the amount of said bid, and no bid shall be considered unless such
certified check, cashier's check, or bidders bond is enclosed therewith.
(f) Return of Bidders Guaranties. -- Within ten (10) days after the
award of the contract, the City will return the proposal guaranties accompanying
such of the proposals which are not to be considered in making the award. All
other proposal guaranties will be held until the contract has been finally
executed after which they will be returned to the respective bidders whose
proposals they accompany.
2-1
(g) Public OMnina of Pro sals. -- Proposals will be publicly
• opened and declared at the time and ace indicated in the "Notice to
Contractors". Bidders or their authorized agents are invited to be present.
(h) Rejection of Proposals Containing Alterations, Erasures or
Irregularities, -- Proposals may be rejected if they show any alterations of
Corm, additions not called for, conditional or alternative bids, Incomplete
bide, erasures, or irregularities of any kind.
No bid will be accepted from a Contractor who is not licensed in
accordance with the law under the provisions of Chapter 791, Statutes of 1929,
as amended; or Chapter 37, Statutes of 1939, as amended, or to whom a proposal
form has not been issued by the City.
The right is reserved to reject any or all proposals, or waive any
irregularities in the bidding.
(i) Award of Contract. -- The award of the contract, if it be
awarded, will be made within thirty (30) days after the opening of the proposals.
(j) Execution of Contract. -- The contract shall be signed by the
successful bidder and returned, together with the contract bonds, within
ten (10) calendar days, after the bidder has received notice that the contract
has been awarded. No proposal shall be considered binding upon the City until
the execution of the contract.
• Failure to execute a contract and file acceptable bonds as provided
herein within ten (10) calendar days, after the bidder has received notice
that the contract has been awarded, shall be just cause for the annulment of
the award and the forfeiture of the proposal guaranty.
(k) Contract Bonds. -- The Contractor shall furnish two (2) good
and sufficient bonds to the City. One bond shall be in the amount equal to
one hundred per cent (100%) of the total contract price for payment of claims
for labor and materials, and the other bond in an amount equal to fifty
per cent (50w) of the total contract price for faithful performance.
(1) Progress Schedule. -- The successful bidder shall submit a pro-
gress schedule. The bidder shall show thereon the time he proposes to occupy
in prosecutinC the various rajor divisions of the work and his proposed
sequence of operations.
(m) Naterial and ieuiTment Guaranty. -- aefore any contract is
awarded, the bidder may be required to furnish a complete statement of the
origin, composition and manufacture of any or all materials to be used and
equipment to be installed in the construction of the work, together with samples
which samples may be subjected to the tests provided for in these specifications
to determine their quality and fitness for the work.
(n) Vorlanen's Compensation Insurance. -- Before the contract is
entered into, the bidder to whom it is awarded shall furnish the City, satis-
factory proof that he has taken out, for the period covered by the proposed
• contract, full compensation insurance with an insurance carrier satisfactory
to the City, for all persons whom he may employ directl:7 or through sub-
contractors in carrying out the work contemplated under this contract, in
accordance with the Act of the Legislature of the Stata of California,
2 - 2
• !mown as the "Vorknon's Compensation, Insurance and Safety AcV1, approved
%ay 26, 1913, and all Acts amendatory or supplemental thereto. Such insurance
shall be maintained in full force and effect during the period covered by the
contract.
If the Contractor fails to maintain such insurance, the City ray
take out the compensation insurance to cover any compensation which the City
might be liable to pay under the provisions of said Act, as amended, by reason
of an employee of the Contractor being injured or killed, while engaged in
the execution of the work covered by the contract, and deduct and retain the
amount of the premiums for such insurance from any sums due the Contractor
under the contract.
If an injury occurs to any employee of the Contractor for which
the employee, or his dependents in the event of his death, is entitled to
compensation frm the City under the provisions of said Act, as amended, or
for which compensation is claimed from the City, the City may retain out of
the sums due the Contractor under this contract, an amount sufficient to cover
such compensation, as fixed by said Act as amended. Until such compensation
is paid or until it is determined that no compensation is due, and if the
City is compelled to pay such compensation, it will deduct and retain from
such sums the amount sc paid.
(o) Public Liability Insurance and Property Damage Insurance. --
Before the contract is entered into, the bidder to whom it is awarded shall
• furnish to the City satisfactory proof that he has taken out for the period
covered by the proposed contract, public liability insurance and property
damage insurance with an insurance carrier satisfactory to the City under
forms satisfactory to the City, to protect the Contractor against any loss
from liability imposed by law for dacares, (1) on account of bodily injuries,
including death resulting therefrom, accidentally suffered or alleged to have
been suffered by any person or persons not employed by the Contractor, that
mayy be caused directly or indirectly by the performance of the contract, and
(2) on account of injury to or destruction of property, including the result-
ant loss of use thereof, resulting from any act of commission or omission
by the Contractor, or otherwise resulting directly or indirectly from the
Contractors operations in the performance of the contract.
Said public liability insurance and property damage insurance
shall be maintained by the Contractor in full force and effect during the
entire period of performance of the contract. Said public liability insurance
shall be in the amounts of not less then 00,000.00 for one person injured
in one accident; and not less than `,.100,000.00 for more than one person injured
in one accident, and said property damage insurance shall be in the amount of
not less than CQ50000.00 for any one accident.
If the Contractor fails to maintain such insurance, the City may take
wt such insurance to cover any damages for the above mentioned classes for
which the City might be held liable on account of the Contractor's failure to
pay such damages, aril deduct and retain the amount of the premiums for such
• insurance from any sums due the Contractor under the contract.
Nothing herein contained shall be construed as limiting in any way
the extent to which the Contractor may be held responsible for payments of
damages resulting from his operations.
2-3
• SECTION?
DFSCRIPTIOAI OF WORK
PROJECT UNIT 1
(a) Sc� of Uork. -- The inrk to be done by the Contractor
under this contract shall comprise the furnishing of all labor, materials
including pipe, methods or processes, tools and equipment required to construct
end place in satisfactory operating condition the sanitary sewer lines as
shorn ore the plans and/or as specified. The major items of work to be done
consist essentially of the following:
(1) Trench excavation including pavement
removal.
(2) BracinC,, and shorin; of trenchos.
(3) Construction of sower lines.
(4) Backfill and compaction of backfill.
(5) Replacement of pavement and sidewalk.
(6) Construction of manholes.
• (7) Connections to existing lines and structures.
(6) Disposal of excess materials.
(b) Summarv: -- Incidental items of material and labor
necessary to complete the whole work in a satisfactory and acceptable romer
and not specifically referred to in this section, shall be understood to be
furnished by the Contractor.
PROJECT UNIT 2
(c) Scope of Fork_ -- The work to be done by the Contractor
under this contract shall comprise the furnishing of all labor, materials,
except the mechanical joint cast iron pipe, valves, fittings, and hydrants
which are to be furnished by the City to the Contractor from stockpiles
within the City of San Luis Obispo, methods or processes, tools and equipment
required to construct and place in satisfactory operating condition the water
rains and appurtenances as shorin on the plans and/or as specified. The major
items of the work to be done consist essentially of the following:
•
3-1
(1) Trench excavation including pavement removal.
• (2) Installation of mechanical joint cast iron pipe irater
main, valves, hydrants and fittings.
•
•
(3) Backfill and compaction of backfill.
(4) Pavement replacement.
(5) Connection to existing water main.
(6) Disposal of excess materials.
(d) Summer r: -- Incidental items of material and labor necessary
to complete the whole work in a satisfactory and acceptable manner and not
specifically referred to in this section, or specified to be furnished by
the City, shall be understood to be furnished by the Contractor.
(e) Location of. cork. -- The work is located Li the City of
San Luis Obispo; as shown upon the project location map and other drawings
incorporated in the plans for the work.
3-2
SECTIO11 4
• COIJTPCL OF THE WORK
(a) Authority of the Engineer. -- The Engineer shall decide any and
all questions which may arise as to the quality or acceptability of materials
furnished and work performed, and as to the manner of performance and rate of
progress of the work; all questions which arise as to the interpretation of
the plans and specifications; all questions as to the acceptable fulfillment
of the contract on the part of the Contractor; and all questions as to claims
and compensation.
The Engineer's decision shall be final and he shall have
executive authority to enforce and make effective such decisions and orders as
the Contractor fails to carry out promptly.
(b) Plans. -- All authorized alterations affecting the requirements
and information given on the approved plans shall be in writing. No changes
shall be made of any plan or drawing after the same has been approved by the
Engineer, except by direction of the Engineer.
Dorking drawings or plans for any structure not included in the
plans furnished by the Engineer shall be approved by the Engineer before any
work involving these plans shall be performed, unless approval be waived in
writing by the Engineer.
• It is mutually agreed, however, that approval by the Engineer
of the Contractorts working plans does not relieve the Contractor of any
responsibility for accuracy of dimensions and details, and that the Contractor
shall be responsible for agreement and conformity of his drawings with the
approved plans and specifications.
(c) Conformity with Plans and Allowable Deviation. -- Finished work
in all cases shall conform with the lines, grades, cross -sections, and dimen-
sions shown on the approved plans. Deviation from the approved plans, as may
bs required by the exigencies of construction, will be determined in all cases
by the Engineer and authorized in writing.
(d) Coordination of Plans and Specifications. -- These specifications,
the plans, and all supplementary documents are essential parts of the contract,
and a requirement occuring in one is as binding as though occuring in all.
They are intended to be cooperative. to describe, and to provide for a complete
work.
(a) Interpretation of Plana and Specifications. -- Should it appear
that the work to be done, or any matter relative thereto is not sufficiently
detailed or explained in these plans and specifications, the Contractor shall
apply to the Engineer for such further explanations as may be necessary, and
shall conform to such explanation or interpretations as part of the contract,
as far as may be consistent with the intent of the original specifications.
In the event of doubt or question relative to the true meaning of the specili-
• cations, reference shall be made to the City Council whose decision thereon
shall be final.
4-1
• In the event of any discrepancy between any drawing and the
figures written thereon, the figures shall be taken as correct.
(f) Superintendence. -- Whenever the Contractor is not present on
any part of the work where it may be desired to have direction, orders will
be given by the Engineer in writing, and shall be received and obeyed by the
superintendent or foreman in charge of the particular work in reference to
which orders are given.
(g) Lines and Grades. -- All distances and measurements are given
and will be made on a horizontal plane. Grades are given from the top of
stakes or nails, unless otherwise noted on the plans.
The Contractor shall give at least twenty-four (24) hours notice
in writing when he will require the services of the Engineer for laying out
any portion of the work.
The Contractor shall preserve all stakes and points set for lines,
grades; or measurements of the work in their proper places until authorized
to remove them by the Engineer. All expenses incurred in replacing stakes
that have been removed without proper authority shall be paid by the Contractor.
(h) Inspection. -- The Engineer shall at all times, have access to
the work during construction, and shall be furnished with every reasonable
facility for ascertaining full knowledge respecting the progress, workmanship,
and character of materials used and employed in the work.
• '.Whenever the Contractor varies the period during which the work
is carried on each day, he shall ;;ive due notice to the Engineer, so that
proper inspection may be provided. Any work done in the absence of the
Engineer will be subject to rejection.
The impaction of the work shall not relieve the Contractor of
any of his obligations to fulfill the contract as prescribed. Defective work
shall be made good, and unsuitable materials may be rejected, notwithstanding
the fact that such defective work and unsuitable materials have been previously
overlooked by the Engineer and accepted or estimated for payment.
(i) Removal of Defective and Unauthorized Mork. -- All work which is
defective in its construction or deficient in any of the requirements of these
specifications shall be remedied, or removed and replaced by the Contractor
in an acceptable canner, and no compensation will be allowed for such correction.
Any work done beyond the lines and grades shown on the plans or
established by the Engineer, or any extra work done without written authority,
will be considered as unauthorized and will not be paid for.
Upon failure on the part of the Contractor to comply forthwith
with any order of the Engineer made under the provisions of this article, the
Engineer shall have authority to cause defective work to be remedied, or
removed and replaced, and unauthorized work to be removed, and to deduct the
. costs thereof fro: any moneys due or to become due the Contractor.
4-2
• (j) Final Inspection. -- 11henever the work provided and contemp-
lated by the contract shall have been satisfactorily completed and the final
cleaning up performed, the Engineer will make the final inspection.
•
(k) Eouiment. -- Equipment not suitable to produce the quality
of work required will not be permitted to operate on the project.
All vehicles used to haul materials over existing highways
shall be equipped with pneumatic tires.
4 - 3
SECTION 5
• CONTROL OF MATERIALS
(a) Samples and Tests. — At the option of the Engineer, the source
of supply of each of the materials shall be approved by the Engineer before
delivery is started and before such materials are used in the work. Represen-
tative preliminary samples of the character and quality prescribed shall be
submitted by the Contractor or producer of all materials to be used in the
work, for testing or examination as desired by the Engineer.
All tests of materials furnished by the Contractor shall be made
in accordance with commonly recognized standards of national organizations,
and such special methods and tests as are prescribed in these specifications.
The Contractor shall furnish such samples of materials as are
requested by the Engineer, without charge.,Io material shall be used until
it has been approved by the Engineer. Samples will be secured and tested
whenever necessary to determine the quality of material.
(b) Defective Materials. -- All materials not conforming to the
requirements of these specifications shall be considered as defective, and all
such materials, whether in place or not, shall be rejected and shall be re-
moved irmediately from the site of the work unless otherwise permitted by the
Engineer. No rejected material, the defects of which have been subsequently
• corrected, shall be used until approved in writing by the Engineer.
Upon failure on the part of the Contractor to comply with any
order of the Engineer made under the provisions of this article, the Engineer
shall have authority to remove and replace defective material and to deduct
the cost of removal and replacement from any moneys due or to become due the
Contractor under the contract.
(c) Storage of Materials. -- Materials shall be so stored as to
insure the preservation of their quality and fitness for the uvrk. When
considered necessary by the Engineer, they shall be placed on wooden platforms
or other hard, clean surfaces and not on the ground. They shall be placed
under cover when so directed. Stored materials shall be so located as to
facilitate prompt inspection.
5-1
0
SECTION 6
•
LEGAL RELATIMS AND RESPONSIBILITIES TO THE PUBLIC
(g) Laws to be Observed. -- The Contractor shall keep himself fully
informed of all existing and future Local, State, and National laws and all
municipal ordinances and regulations of the County and the City which in any
manner affect those engaged or employed in the work, or the materials used in
the work, or which in any way affect the conduct of the work, and of all such
orders and decrees of bodies or tribunals having any jurisdiction or authority
over the same.
(b) Alien labor. — The Contractor shall forfeit as a penalty to the
City, Ten Dollars 10.007, for each alien knowingly employed in the execution
of the contract, by him or by any subcontractor under him, or any of the work
herein mentioned, for each calendar day or portion thereof, during which such
alien is permitted or required to labor in violation of the provisions of
Article 4, Chapter 1, Part 7, Division 2, of the labor Code, and all amend-
ments thereto.
(c) Hours of Labor. -- The Contractor shall forfeit, as penalty to
the City, Ten Dollars •.210.00) for each laborer, workman, or mechanic employed
in the execution of the imrk hereinbefore mentioned, for each calendar day
during which said laborer, workman, or mechanic is required or permitted to
labor more than eight (8) hours in violation of the provisions of Article 3,
• Chapter 1, Part 7, Division 2 of the Labor Code, and all amendments thereto.
(d) Prevailing ifa•e. -- The Contractor shall forfeit as penalty to
the City, Ten Dollars 1,10,00 , for each laborer, workman; or mechanic employed,
for each calendar day or portion thereof, such laborer, workman, or mechanic
is paid less than the general prevailing rate of wage hereinafter stipulated
for any work done under the attached contract, by him, or by any subcontractor
under him, in violation of the provisions of the Labor Code.
•
In accordance with the provisions of Section 1770 of the Labor
Code, the City has ascertained the general prevailing rate of wages applicable
to the work to be as shown in the schedule of wages attached hereto.
(e) Domestic Materials. -- Only such unmanufactured articles,
materials, and supplies as have been alined or produced in the United States,
and only such manufactured articles, materials, and supplies as have been
manufactured in the United States, substantially all from articles, materials,
and supplies mined, produced or so manufactured, as the case may be, in the
United States, shall be used in the performance of the contract in accordance
with the provisions of an act entitled:
!'An act to require the use of materials and
supplies substantially produced in the United
States, in public imrks and for public purposes"9
Chapter 226, Statutes of 1933.
6-1
(f) Registration of Contractors. -- Before submitting bids,
• contractors shall be licensed in accordance with the provisions of Chapter
9 of Division III of the Business and Professions Code.
(g) Permits and 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 the work.
(h) Patents.-- The Contractor shall assume all responsibilities
arising from the use of patented materials, equipment, or processes used on
or incorporated in the work.
(i) Responsibility for Damage: -- Neither the City, the City Council,
nor the Engineer shall be answerable or accountable in any manner for any loss
or damage that may happen to the work or any part thereof; or for any material
or equipment used in performing the work; or for injury or damage to any person
or persons, either workmen or the public; for damage to adjoining property from
any cause whatever during the progress of the work or at any time before final
acceptance.
The Contractor shall indemnify and save harmless the City, its
Officials, and the Engineer from any suits, claims, or actions brought by any
person or persons for or on account of any injuries or damages sustained or
arising in the construction of the work or in consequence thereof. The City
may retain so much of the money due the Contractor as shall be considered
necessary, until disposition has been made of such suits or claims for damages
as aforesaid.
• (j) Contractorls Responsibility for Mork.-- Until formal acceptance
of the work by the City, the Contractor shall have the charge and care thereof
and shall bear the risk of injury or damage to any part thereof by the action
of the elements or from any other cause, whether arising from the execution
or from the non -execution of the work. The Contractor shall rebuild, repair,
restore, and make good all injuries or damages to any portion of the work
occasioned by any of the above causes before final acceptance and aball bear
the expense thereof, except such injuries or damages occasioned by acts of
the Federal Government or the public enemy.
•
(k) No Personal Liability. -- Neither the City, the City Council, the
Engineer, nor any other officer or authorized agent or assistant shall be
personally responsible for any liability arising under the contract.
(1) Responsibility of the City.-- The City shall not be held respon-
sible for the care or protection of any material or parts of the work prior
to final acceptance, except as expressly provided in these specifications.
(m) Disposal of paterials.-- The Contractor shall make his own
arrangements for disposing of waste material and he shall pay all charges
involved. No additional compensation will be allowed for any costs involved
in disposing of such materials.
6-2
• (n) Preservation of Property. -
operations in a careful and prudent manner
The Contractor shall preserve and protect
pipe lines and fences.
`J
•
- The Contractor shall conduct his
to avoid damage to adjacent property.
from injury, all buildings, pole lines,
The Contractor shall examine all bridges and culverts on or near
the work, over which he will move his materials, implements, or equipment, and
shall properly strengthen such structures where necessary before he uses them.
He will be held responsible for any and all damage to such bridges and culverts
caused by hauling materials, or moving heavy equipment,
Full compensation for the work involved in the preservation of
property as above specified, shall be considered as included in the prices
paid for the various contract items of work and no additional allowance will
be made therefor.
(o) Sanitary Provisions. -- Adequate facilities for sanitation shall
be provided for at locations easily accessible to men during working hours.
6-3
SECTION 7
• FROSECUTION A:M PROGRESS
(a) Subletting, and Assivnment.-- The Contractor shall give his
Personal attention to the fulfillment of the contract and shall keep the
work under his control.
Subcontractors will not be recognised as such, and all persons
engaged in the work of construction will be considered as employees of the
Contractor, and their work shall be subject to the provisions of the contract
and specifications.
!.There a portion of the work sublet by the Contractor is not
being prosecuted in a manner satisfactory to the Engineer, the subcontractor
shall be removed immediately on the requisition of the Engineer, and shall
not again be employed in the work.
The contract may be a0signed only upon written consent of the
Engineer.
(b) Pro rose of the ,,Zk and Time for Cam etion. -- The Contractor
Will be allowed ten 10 calendar days after the date upon which the contract
is awarded by the City, in which to deliver to the City, the contract with
his signature affixed thereto, together with the bonds prescribed by law
. and by these specifications. The Contractor shall commence work of construction
under this contract within ten (10) calendar days following the signing of the
contract. The Contractor shall diligently prosecute the work to completion with-
in ( ()working days from the date of the signing of the contract.
(c) Character of Workmen. -- If any subcontractor or person employed
by the Contractor shall fail or refuse to carry out the directions of the
Engineer or shall appear to the Engineer to be incompetent or to act in a
disorderly or improper manner, he shall be discharged immediately on the
requisition of the Engineer, and such person shall not again be employed on
the work.
(d) Temporary Suspension of the work.-- The Engineer shall have
the authority to suspend the work wholly or in pert, for such period as he may
deem necessary, due to unsuitable weather, or to such other conditions as
are considered unfavorable for the suitable prosecution of the work, or for
such time as he may dam necessary, due to the failure on the part of the
Contractor to carry out orders given, or to perform any provisions of the
work. The Contractor shall immediately obey such order of the Engineer and
shall not resume the work until ordered by the Engineer in writing.
(a) Liquidated Damages. -- The Contractor shall complete the work
called for under the contract in all parts and requirements within the number
of working days as hereinbefore set forth.
A working day is hereby defined as any day, except Saturdays,
• Sundays, and legal holidays and days on which the Contractor is specifically
required by the specifications to suspend construction operations; on which
7-1
• the Contractor is not prevented by inclement weather or conditions resulting
immediately therefrom adverse to the current controlling operation or operations
as determined by the Engineer, from proceeding with at least sixty per cent
ON) of the normal labor and equipment force engaged on such operation or
operations for at least five (5) hours toward completion of such operation
or operations.
The Engineer shall furnish the Contractor a monthly statement
showing the number of working days charged to the contract for the preceding
month, the number of working days specified for the completion of the contract,
and the number of working days remaining to complete the contract. The
Contractor will be allowed one (1) week in which to file a written protest set-
ting forth in what respects said monthly statement is incorrect, otherwise the
statement shall be deemed to have been accepted by the Contractor as correct.
In case all the work called for under the contract in all parts
and requirements, is not finished or completed within the number of working days
as set forth herein, damages will be sustained by the City, and it is and will
be impracticable and extremely difficult to ascertain and determine the actual
damage which the City will sustain in the event of and by reason of such delay,
the Contractor will pay to the City the sum of fifty dollars (W50.00) per day
for each and every days' delay in finishing the work in excess of the number
of working days prescribed; and the Contractor shall pay said liquidated damages
as herein provided, and in case the same are not paid, the City may deduct the
amount thereof from any moneys due or that may become due the Contractor under
this contract.
• In case the work called for under the contract is not finished
and completed in all parts and requirements within the number of working days
specified, the City shall have the right to increase the number of working
days or not, as may seem best to serve the interest of the City, and if it
decides to increase the number of working days, it shall further have the right
to charge the Contractor and deduct from the final payment for the work all or
any part, as it may deem proper, of the actual cost of engineering; inspection,
superintendence, and other overhead expenses which are directly chargeable to the
contract, and which accrue during the period of such extension, except that the
cost of final surveys and preparation of final estimate shall not be included
in such charges.
The Contractor shall not be assessed with liquidated damages nor
the cost of engineering and inspection during any delay beyond the time named
for the completion of the work caused by acts of Cod or of the public enemy,
acts of the City, fires, floods, epidemics, quarantine restrictions, strikes,
and freight embargoes, or delays of subcontractors due to such causes, provided,
that the Contractor shall notify the Engineer in writing of the causes of
delay within ten (10) days from the beginning of such delay, and the Engineer
shall ascertain the facts and the extent of the delay, and his findings of
the facts thereon shall be final and conclusive.
If the Contractor is delayed by reason of alterations made by the
City, or by any act of the Engineer, not contemplated by the contract, the
• time of completion shall be extended proportionately and the Contractor shall
be relieved during the period of such extension of any claim for liquidated
damages, engineering or inspection charges or other penalties. The Contractor
shall have no claim for any other compensation for any such delay.
7-2
• (f) Suspension of the Contract. -- If at any time in the opinion of
the City the Contractor has failed to supply an adequate working force, or
material of proper quality, or has failed in any other respect to prosecute
the work with the diligence and force specified and intended in and by the
terms of the contract, notice thereof in writing will be served upon him, and
should he neglect or refuse to provide means for a satisfactory compliance
with the contract, as directed by the Engineer, within the time specified in
such notice, the City in any such case, shall have the power to suspend the
operation of the contract. Upon receiving notice Of such suspension, the
Contractor shall discontinue the said work, or such parts of it as the City
may designate. Upon such suspension, the Contractor's control shall terminate,
and thereupon the City or its duly authorised representative say take possession
of all or any part of the Contractor's materials, tools, equipment and appli-
ances upon the premises, and use the same for the purpose of completing said
contract; and hire such force and buy or rent such additional machinery, tocls,
appliances and equipment, and buy such additional materials and supplies at
the Contractorts expense as may be necessary for the proper conduct of the
work and for the completion thereof; or may employ other parties to carry the
contract to completion, employ the necessary workmen, substitute other machine-
ry or materials, and purchase the materials contracted for, in such manner
as the City may deem proper; or the City may annul and cancel the contract
and relet the work or any part thereof. Any excess cost arising therefrom
over and above the contract price will be charged against the Contractor and
his sureties, who will be liable therefor. In the event of such suspension,
all moneys due the Contractor or retained under the terms of this contract
shall be forfeited to the City, but such forfeiture will not release the
• Contractor or his sureties from liability to fulfill the contract. The
Contractor and his sureties will be credited with the amount of money so
forfeited toward any excess of cost over and above the contract price, arising
from the suspension of the operations of the contract and the completion of
the work by the City as above provided, and the Contractor will be so credited
with any surplus ruining after all ,just claims for such completion have
been paid.
In the determination of the question whether there has been such
non-compliance with the contract as to warrant the suspension or annulment
thereof, the decision of the City shall be binding on all parties to the
contract.
(g) Right of We -- Right of Way for the work to be constructed will
be provided by the City.
(h) Right of Uay Delays. -- If through the failure of the City to
acquire right of way, the Contractor sustains loss which could not have been
avoided by the judicious handling of forces and plant, there shall be paid
to the Contractor such amount as the Engineer may find to be fair and reason-
able compensation for such part of the Contractoros actual loss as, in the
opinion of the Engineer, was unavoidable. In no case, however, shall any
compensation be made to cover loss of anticipated profits or indirect losses
of any kind, and actual loss shall be understood to include no items other
than necessary payments for idle time and equipment, cost of extra moving of
• equipment, and cost of longer hauls.
If the performance of the Contractor's work is delayed as a
result of the failure of the City to acquire rights of way promptly, such delays
will be taken into consideration in the granting of time extension.
7-3
SECTION 8
• MEASURDIE'T A14D PAYIM
(a) Chanze Orders for Additional or Omitted Uork Payments. -- The
City may require changes in, additions to, or deductions from the work to be per-
formed or the materials to be furnished pursuant to the provisions of the
contract documents.
Adjustment, if any, to the amount due the Contractor by reasons of
any such change, addition, or deduction, shall be determined by applying the
appropriate unit price stipulated therefor in the contract, or if no unit
price is provided therein to cover such change, addition, or deduction, then
the adjustment to the amount due the Contractor shall be determined by an
acceptable lump sum or unit price proposal from the Contractor. Except in
the case of omitted work, should the lump sum or unit price proposal from the
Contractor be unacceptable to the City, then the Contractor shall, if so
instructed by the Engineer, proceed with such work provided in the change
order and adjustment to the amount due the Contractor shall be determined
by force account as hereinafter provided.
No extra work shall be performed or change made unless in pur-
suance of a written order from the City stating that the extra work or change is
authorized, and no claim for additional payment shall be valid unless so
ordered.
• The Contractor shall, when so ordered by the City, furnish an
itemized breakdown of the quantities and prices used in computing the value of
any change that might be ordered.
(b) Force Account Work. -- The amount due the Contractor due to a
change order on a force account basis shall be based on the actual cost of all
material, labor and rented equipment furnished by him as shown by his paid
vouchers, plus fifteen per cent (15%); provided, however, that the City reserves
the right to furnish such materials required as it deems expedient, and the
Contractor shall have no claim for profit on the cost of such materials.
For the use of the equipment owned by the Contractor, the cost
thereof shall be based on the current prices prevailing in the locality, which
shall have been previously determined and agreed upon in writing by the
Engineer and by the Contractor, plus fifteen per cent (15^m)•
In addition to the actual cost of labor, the amount due the
Contractor shall include the cost of compensation insurance, contributions made
to the State as required by the provisions of the Unemployment Reserve Act,
Chapter 352, Statutes of 1935, as amended; and for taxes paid the Federal
Government, as required by the Social Security Act, approved August 14, 1935,
as amended. The fifteen per cent (15%) in addition to the actual cost of all
material, labor, and rented equipment, as herein provided, shall include full
allowance to the Contractor for overhead premiums paid on any other insurance
• of any nature which the Contractor may be required to carry or which he may
elect to carry; and for additional premiums paid on faithful performance and
labor and material bonds required by reason of increase in the amount of work
to be performed over and above that called for in the original :ontract.
8-1
All force account work shall be adjusted daily upon report sheets,
• furnished by the Engineer to the Contractor and signed by both parties, which
daily report sheets shall thereafter be considered the true record of force
account work done.
(c) Progress Payments. -- The City shall, once in each month, cause
an estimate in writing to be made by the Engineer of the total amount of work
done and acceptable materials furnished and delivered by the Contractor on the
ground and not used, to the time of such estimate, and the value thereof.
City shall retain ten per cent (10%) of such estimated value of the work done
and fifty per cent (50%) of the value of the materials so estimated to have
been furnished and delivered and unused as aforesaid as part security for the
fulfillment of the contract by the Contractor, and shall pay monthly to the
Contractor, while carrying on the work, the balance not retained as aforesaid,
after deducting therefrom all previous payments and all sums to be kept or
retained under the provisions of the contract. No such estimate or payment
shall be required to be made, when, in the judgment of the Engineer, the work
is not proceeding in accordance with the provisions of the contract, or when
in his judgment the total value of the work done since the last estimate
amounts to less Ithan five hundred dollars ($500.00).
Within ten (10) days after the award of the contract, successful
Contractor shall furnish the Engineer a detailed breakdown of his bid which
may be used at the discretion of the Engineer in preparing monthly estimates.
(d) Final Payment. -- The Engineer, shall after the completion of the
• contract, make a final estimate of the amount of work done thereunder, and
the value of such work, and the City shall pay the entire gum so found to be
due after deducting therefrom all previous payments and all amounts to be kept
and all amounts to be retained under the provisions of the contract. All prior
partial estimates and payments shall be subject to correction in the final
estimates and payment. The final payment shall not be due and payable until
the expiration of thirty-five (35) days from the date of acceptance of the work
by the City Council.
It is mutually agreed between the parties to the contract that
no certificate given or payments made under the contract, except the final certi-
ficate or final payment, shall be conclusive evidence of the performance of the
contract, either wholly or in part, against any claim of the party of the first
part, and no payment shall be construed to be an acceptance of any defective
work or improper materials.
The Contractor further agrees that the payment of the final
amount due under the contract, and the adjustment and payment for any work done
in accordance with any alterations of the same shall release the City and the
Engineer from any and all claims or liability on account of work performed
under the contract or any alterations thereof.
(a) iieasurement of Quantities. -- All work completed under the
contract shall be measured by the Engineer according to the United States
Standard Measure. Items to be paid for shall consist of those as contracted
• for and satisfactorily in place.
8 - 2
(f) Subsidiary Obligations. -- Contract prices shall include f411
• compensation for all items of materials except as specifically otherwise
provided, and work required to complete the construction of the plans in
accordance with these specifications and in complete order for use.
(g) Contract Prices. -- Except as specifically provided otherwise
in the plans and in these specifications, the contract unit prices per item
shall include full compensation for furnishing all labor, materials, tools, and
equipment and doing all the work required to complete the sanitary sewer and
water main in satisfactory operating condition.
•
•
All materials, tools, equipment and labor not specified herein to
be provided by the City, and for which a unit price has not been included in
the proposal, and which is required to complete the sanitary sewer and water
lines in a satisfactory manner to the extent shown on the plans and in accord-
ance with these specifications, shall be considered as subsidiary obligations
of the Contractor for which payment is included in the various items of the
proposal and no additional allowance will be made therefor.
8-3
• SECTION Q
CONSTRUCTION DEr"IIS
PROJECT UNIT 1
MATERLlIS
Concrete: Concrete shall conform to the provisions of Section 26 of
the Standard Specifications.
Concrete for manholet newer line encasement and piers shall be Class A
containing 564 pounds (6 sacks/ of Portland cement per cubic yard.
Concrete for street paving, sidewalks and thrust blocks shall be Class
B containing 470 pounds of rortland cement (5 sacks) par cubic yard.
Mortar: Mortar for brickwork shall consist of one part Portland cement
and two parts of clean, hard_ sharp grained particles, all passing a No. 4 sieve.
Mortar shall be mixed either in a mixing machine or in a water -tight box. In
either case the materials shall be accurately measured and thoroughly mixed to
a uniform consistency. .',U mortar shall be used immediately after mixing; and
re-tompering of mortar shall not be allowed.
Water for Conerate and Mortar: Water for concroto and mortar shall be
free from injurious amounts of oil, acid, alkali, organic impurities, and other
• deleterious substances.
Bituminous Joints for Clay P1aa: Sewer joint compound shall have a
bituminous base and shall. melt and run freely at a temperature of 350' Fahren-
heit. When poured, using a suitable collar, it shall adhere firmly to the
surface of the pipe.
Bituminous sewer joint compound shall conform with or be truly
equivalent to the physical and chemical characteristics of 61C.P.I.-21+ compound
as manufactured by flails-DoverrHermiston Company, San Francisco, California,
or equal, and shall be installed in conformity with the instructions of the
manufacturer and any modifications thereto by the Engineer.
The specific gravity at 774 Fahrenheit shall be not loss than 1.40
and not more than 1.50.
The flexibility of the compound shall be such that after a pipe
joint has been made and cooled, the pipe may be deflected at least 5', in which
condition the compound in the joint shall show no signs of checking or breaking
away from the surface.
Common Brick: Common bricks shall be whole, sound, hard -burned
clay, with straight edges, and moat give a clear ringing sound when struck to-
gether The shall be uniform in quality. and shall be culled or sorted before
being delivered on the work. They shall pass the specifications and tests
• for common brick, Serial Designation C W-201 of the American Society for
Testing Materials, as anandod to date.
9-1
Manhole Frames and Covers. Manhole frames and covers shall be made
• from a superior quality of gray iron. It shall be of such character as to
make a casting that will be tough, strong, sound with oven grain, and shall
otherwise meat the requirements of the specifications for cast iron of the
hmarican Society for Testing Materials, Serial Designation 1. 48-18, as amended
to date. The frames and covers shall be of the dimensions shown on the plans.
The covers and frames shall be machined where they bear upon one another to
ensure a close fit.
Vitrified Clay m P2• Vitrified clay pipe to be furnished shall be
ality, first qu, standard boll and spigot, sound, durable, vitrified sewer pipe,
free from objectionable defects. It shall be hard burned, and free from cracks,
warps and blisters. The pipe shall not absorb moisture in excess of eight (8)
per cent of its dry weight. It shall produce a clear metallic ring when
placed on and and struck with a light hammer. The body of the pipe shall be
smooth and have a uniform thickness. :Jo pipe shall vary in any two diameters
more than two (2) per cent of its nominal diameter. Ul hubs and sockets
moat be circular and concentric to the bore of the pipe, of sufficient diameter
to receive, to their full depth, the spigot and of the next following pipe
without any chipping whatsoever and leave a spaec of not less than 3/8 inch
in width all around for tho joint material.
AU vitrified clay pipe shall be boll and spigot, extra strength,
conforming to A.S.T.M. C?00-50T.
Wyk -Branches and Stubs: lYyo-branches and specials shall satisfy the
requirements for vitrif- ied cl y pipe as horeinbofore specified.
•
Electric Fusion -Welded Steel Pivo
Type and Manufacture: Pipe furnished under these specifications
shall be electric fusion -welded steel pipe conforming with the Standard Spaci-
fications of the American Society for Testing Materials, Serial designation
A-139 and A-211, with subsequent amendments, if any. The pipe shall also
conform to the latest revised specifications for Fabricated Stool Water Pipe of
the .1mcrican Water Works Association, Designation ::,4LtJ.i., 7+,4.
Stool coils shall conform to the chemical and physical requirements
specified for Grade A material required by the latest revised specifications
of the =ric= Society for Testing Materials, Designation A-245.
Fabrication: The pipe shall be eiadc by the electric fusion -welded
process with straight soam welded joint. The longitudinal scams shall be butt
welded. The coils or shoots used in the manufacture of the pipe shall be
trimmed to the pamper width and shall be given any special treatment required
by the electric welding process. The material shall then be properly formed
and may be tacked preparatory to welding. The welds shall be made by automatic
moans using shielded arc and shall be of reasonably uniform width and height
for the entire length of the scam.
hydrostatic Teat: Each length of pipe shall be tested to a hydro-
static pressure equal to a minimum of 120p of the safe working pressure.
9-2
!!eight: Permissible variations in the theoretical weights of pipo
• shall be governed by tho pormissiblo variations in weight for sheets, toile
or platoo as covered in specifications of the American Society for Testing
Mterials. All material shall be rolled to manufacturers standrsd gages
and thicknesses for shoot and plato stool.
Dirmetcr:. Tho dirmeters of the pipe shall be dcaignatod as the
outside dlaawtera. The outside diameter of the pipe shall be within the
peradasible variations consistent with the requirements of the type of joints
to be used for connecting the pipe in the field.
Length: Pipe shall be furnished in one 23 foot and one 37 foot length.
The welding together of shorter sections in the shop to make up these lengths
after testing and dippin, will not be pead.tted.
�forknxgshl.2_nnd.Pinieh: Finished pipe shall be reasonably straight
and free from injurious defects Defects in the welds, such as sweats or
leaks shall be rep^_iced, but all repaired pipe shrill be retested hydrostati-
cally. Pipe ends shall be prepared for field butt weld joints.
Outside. Protective. CoatknZ- ..fter the pipe has been subjected to the
hydrostatic test it shall be thoroughly cleaned of all dirt, grease, oil, loose
scale or other foreign .matter and the outside shall be coated with an approved
pipe primer.
After the primer is thoroughly dried, the pipe shall be double wrapped
with each layer of wrap spirally applied under tension with sufficient lap to
• insure complete covera_;e. The first layer of wrap shall consist of fiber glass,
bonded to the dipped pipe by means of hot asphalt, which shall be poured
mechanical y onto the exterior of the pipe immediately preceding the application
of the wrapping material. The second layer of wrap shall consist of 234,
asbestos felt applied in the same manner over the first layer and bonded to it
with hot asphalt ;.t each end of each section of pipe, the wrappings shall be
omitted for a sufficient distance to permit making field joints.
The first layer of wrap shall consist of an inorganic mat of glass
fibers reinforced with long; continuous parallel strands of fiber glass yarn,
passing longitudinally through the stripe of wrap and added during the manu-
facture of the mat and forming an inte;;ral part thereof. The mat shall be of
an open, porous texture to permit complete penetration of the hot asphalt
poured un at the tine this lager is supplied. The mat shall be waterproof,
shall have nu tricking action and shall be capable of withstanding a tecperature
of 10000 F. with safety. The glass fibers of the mat shall be bonded together
with a binder capable of maintaining the lase fibers in position until they
are bonded to the pipe by the hot asphalt pipe dip.
The second layer shall consist of a single thickness of dry felt
containing at least 35 asbestos fiber. The felt shall be thoroughly saturated
with selected asphalt and shall be coated with asphalt on one side. It shall be
mica surfaced on the coated side. The dry unsaturated felt shall weigh not
less than 11 pounds nor more than 13 po_,nds per 100 square feet. The percent
of saturation (based on dry wei ,ht of felt) shall be 5Q, mininum. The loss on
• heating for 2 hours at 200• F. mat ..ot exceed V; in weight. The finished
product shall not weigh less than 21X nor more than 25L pounds per 100 square
feet and shall be designated as 234 pound Asbestos Pipe Line Felt Asphalt
Saturated and Coated. It shall be sufficiently pliable to !rind around a
3-inch mandrel at 770 F. and shall above a minimum longitudinal tensile strength
9-3
•
•
L
of 30 pounds and a minimum transverse strength of 15 pounds per one inch
width of cross-section. The felt shall be cut into strips of specified width
with parallel edges and the strips shall be made up into tightly wound rolls
which shall contain a specific number of linear feet of felt in one piece.
The pipe finally shall be wrapped in CO -pound. 100 per cent sulphate,
smoot:i Kraft Paper.
Protective Coating:.
The interior of the pipe shall have a coal -tar enamel protective
coating in conformity with A.ti JJ.A, Specification C204-51.
:emirs_ to Pipe Coating: '!here pipe becomes damaged in transportation
or unloading operations, the Contractor shall repair that portion of pipe at
his own expense, restoring the maim to its original condition and to the
satisfaction of the Engineer.
TAIIL1r FOIi 111EIGUTS�_GAGES AND PRESSURES FOR, lEi.= STEEL PIPE
Outside ?fall. Thickness Approx. `!eight iiill Test Safe !fork.
Diameter U.S. StandardDac isal Dare Pipe Pressure Pressure
Inchea, ....... ___.Gage,
1s••
Corrugated lutal Pike
3 •2391 46.50 450 332
Corrupted metal pipe and fittings fhrnished shall be 'Jo- 14 gage,
ar bestos bondeL, -Smooth-Flog•, as manufactured b Armco Drainage and :;etal
Products. Inc.; Calco Division:. 2erkelay, California, or approved equal.
Steel Strap Anchors
Steel strap anchors and bolts shall be galvanized.
Rein:orgi- 54eg1 _
P.einforcing steel sliall confoni to the applicable provisions of
Section 59 of the Standard Specifications.
-4
;r�rxor.�s
• Drick manholes shall be built at the places shorn upon Cis general plus,
and shall be of form and dimensions sham upon the detailed drawings. The base
or foundation shall consist of Class -A., Portland Cement Concrete as herein -
before specified.
.:'Lenever possible, pipe shall be laid through manholes, thereby forming
an invert for the base of the manhole. 'hers the pipe cannot be laid through
the manhole, the bases shall be carefully formed so as to make invert channels
for the sewers.
In the construction of brick masonry, the brick shall be well wetted
before being laid and every brick shall be laid in a full joint of mortar on
bed and and side in one operation. In building brick work, none but skilled
and careful bricklayers shall be employed.
The brick work is to be built up to a hei;;ht such that when the iron
ring is met it will conform to the surface of the street. The iron ring shall
be laid on mortar to give a true and even bearing.
The horizontal joints in the brick work shall not exceed one-half (1/2)
inch; and vertical joints at the inside of the manholes shall not exceed one-
fourth UA) inch in thickness.
The inside surface of the brick work shall be smoothly plastered with a
coating of cement mortar at least one-half (1/2) inch in thickness.
• All mortar used in construction of manholes shall consist of one (1)
part Portland cement and two (2) parts said.
•
:,ackfilling around completed manholes shall be carried out in a similar
manner as specified for sewer pipe.
Precast manhole sections shall conform to the drawings and in general
to A.S.T.;I. Specification C139. The design, specifications and name of the
rra:m.facturer shall be submitted to the lIngineer for approval prior to their use.
:.anholes mad be either brick or precast.
All manholes shall be water-ti.;'It and the floor shall be given a
smooth monolithic; trowel finish. The interior finish of precast manholes
shall be smooth.
: anholes shall be paid for at the contract unit mice per each for the
various depths. which price shall include full compensation for furnishing all
materials, labor. toolsand equipment mid doing all the work required to
construct the manholes complete in place with metal fracas grates and appur-
tene,tces.
9-5
• LISTIUATIW OF SD.� I UVS,. •
• Cenral: The work shall include the furnishing of all materials,
including pipe; labor tools, implements; and egripment necessary to construct
the sewers frith all appurtenances: complete and ready to operate! all construct-
ion to be in accordance with the details shown on the Plans and with the Pro-
visions of these specification.
Favemrent. Removal: lacadamized paving shall be neatly cut with a
jackhammer spade for the width required.
Q enches: .^.xcept where otherwise specifically authorized in these
Specifications, or where indicated on the Plans, all pipe sewers shall be laid
in open trenches excavated to the recg.ired depth. The grade line shall be set
at least one hundred (100) feet ahead of the trench dig;,er. Trenches shall be
excavated vertically and shall be of sufficient width to provide free working
space on either side of the pipe, and in no case shall such space be less than
six inches (6••) at the bell. ❑here bracing and shorin;, is necessary; additional
width of trench shall be allowed. In all cases there shall be sufficient space
between the pipe and the side of the trench to permit thorough compaction of
backfill around the pipe.
The subgrade for pipe sewers shall be understood to be the exterior
bottom of the pipe Ifien mud or other soft or spongy material is encountered,
it shall be removed and the space filled with macadam base rock or other
approved material. '.'here rock is encounteredthe trench shall be excavated
to a depth of six (6) inches below the sub.•,rade and shall be backfilled to
. subgrade elevation with gravel or other approved material before the pipe is
laid,
gracin,^ and. Shoring: the Contractor shall at all times furnish, install
and maintain sufficient bracin; and shoring in trenches to insure the safety
of workmen and to protect and facilitate the work. Mien practical, all such
bracing and shoring shall be removed from the trench as the backfilling
proceeds
removal of. !rater from Excavations: The Contractor shall furnish
install and operate such pumps or other devices as may be necessary for re -
moping water from trenches during construction of the sewer. Gro.nd water
na be removed by laying rock or gravel on the bottom of the trench or by other
means which will prevent ground crater from softening the bottom of the trench.
The cost of removing water by any or all of the above methods shall be included
in the unit bid price per lineal foot of sewer artt: no additional ailorance will
be made therefor.
Pike. Laying: Each pipe of the diameter called for by the plans is to
be laid on a firm bed and have a true bearing of its entire lenLth. The pipe
shall be laid in perfect conformity to the prescribed lines and grades, which
shall be a'tained for each pipe by measuring dorm from a tightly stretched
line rumoring parallel with the gradeill adjustment to line and grade mist
be Lade by scraping away or fillin;, in the earth under the body of the nips,
and ,ot be wedging or bloc!,ing up the ,:nab. 1: shallar a:navation shall be made
• underneath the pipe at the joint to aecanaodate the bell and facilitate the
caking of the joint.
9-6
All pipe shall be laid continuously uphill; and rrith the bell end
upgrade. '.!henever possible the pipe shall be laid through manholes. After
• the base has been carefully poured around the whole pipe and the manhole
construction completed. the remainder of the pipe above the base shall be
broken out flush rrith the inside hall of the manhole. The faces of the spigot
ends and of all shoulders or sockets must be tr-e and brought into fair contact,
and all lumps and excrescences of said faces shall be cut array before the pipe
is lowered into the trencin !Then the work ceases for an^ reason, the unfinished
end of the pipe shall be securely closed with a plug or cover.
The interior of the pipe shall be free from all dirt and foreim Latter
as the work progresses and left clean at its completion.
Dituminoua Pigs Joints: lifter the pipe has been properly laid in
the trench, the bell and spigot shall first be caulked with corded hemp or
untwisted oakum yarn to one-half (1/2) the depth of the bell. After yarning,
a flexible asbestos or equivalent rope runner shall be placed around the pipe
and clamped in a manner that urill seal the openin„ except for the required
space for pouring the joint filler. Thereafter the heated joint compounds
shall be poured so as to completely fill the joint, The bituminous compound
shall be poured at a temperature of not less than 350° P. In wet trenches
the joints must be poured as soon as possible after yarning. In the event
joints must be poured when pipe is vet; the surfaces of the pipe which come in
contact rrith the hot pour compound shall be primed rrith a suitable primer when
the pipe is dry, and at least twelve (12) hours prior to pouring. ire runner
shall not be removed in less than fifteen (15) minutes after the pouring of
the joint.
• After the joints have been made and time allowed for the joint compound
to set n.p, the trench shall be filled to a depth of at least sic (o) inches
and not more than twelve (12) inches above the pipe. During this process of
backfilling, the earth shall be placed carefull- around and under the pipe
and shall be free from rocks and clods,
•
9 - 'i
;,ACKFILLL'G A.!D TAiPING
• Deac ri�ion:
All excavation shall after pipe line construction be backfilled to
the level of the natural ground, or sliLhtly above this level to compensate
for aftersettlement or as directed b the En,,ineer.
S!here cribbing is used in the trench; the loose fill shall be carried
to a height sufficient to prevent the surrounding ground from crackin„ or
caving into the trench before the cribbing is removed.
If. at an; time during the continuance of the Contractorts responsi-
bility. there shall be any settlement of the trenches, or should any other
defect appear in the system due to negli;;ence or carelessness on the part of
the Contractor; the Contractor shall make such repairs as may be necessary,
and should the nature of such defect be such as to require immediate attention,
the city shall make such repairs as may be necessar! and au'x,ut a statement
of the actual cost of such repairs to the Contractor, who shall reimburse the
city by a cash payment or by deductin,; from the final payment due him.
.'o backf4ll almll be placed around, pipe for a period of at least 14
hours a:'ter pipe jointing operations, except as directed by the Engineer.
After the line has been laid and approved, backfill materials shall
be installed in the followin;; manner:
• IIalative compaction within improved street limits shall not be less
than ninety per cent (99'), as deterndned by the Impact or Field i;ethod
Compaction Test specified in Section 6 of the Standard Specifications.
Smpcoved_ Streets: (Paved)
2ackfill material of the best type available at the job site shall be
replaced by hand to a point one (1) foot over the top of the pipe and be
thoroughly compacted by a mechanical means. The balance of the backfill may
then be placed in the trench by a bulldozer or other means in lifts not to
eseed six (6) inches in compacted thickness. Each lift shall be thoroughl;•
compacted by pneumatic tampin,-, to surface grade including the street base
compacted by pnetn,:atic tampin_ to surface grade including the street base
material. rase material shall be replaced in like kind and amount except
that a ainimum of six (6) inches of compacted base material will be required.
Lproved Streets: (?ock or Oiled)
::ack:ill material shall be placed in the same manner as note; for
paved streets. A minimum of six (6) inches of compacted base material will
be required for trench width.
sets_: (Earth)
Treat', crossings of earth streets shall be pneumatically tamped in six
(6) inch compacted lifts as specified above. Trenches parallel to the run
• of the street rta us bac!,filled and compacted in the follarin�: rser (dependent
on soil type) when permitted '-'7 the Zn�,ineer: After l,ac'Sill material ':as been
placed in the trench �)y hand to a point approximately sue (1) foot over the
pipe or conduit; the trench shall be watered so as to cause initial settlement
9-C
of backfilled material Additional earth shall then be pushed into the trench
in lifts not to exceed three (3) feet and be watered for initial settlement
• as noted for the first lift. Trenches shall be backfilled in this manner to
a point approximately sir, (6) inches above the grade of the street and then be
thoroughly rolled with heavy equipment. .efilling of trench and rollin;; shall
continue until the backfill is compacted to a point approximately three (3)
inches above the grade of the street.
•
•
Street Shoulders:
Street shoulder trenches parallel to the run of the street may be
backfilled in a manner similar to that described for earth streets when
permitted by the Engineer.
UnimLn ed Areas:
Flooding of jetting of trenches will be pormitted in unimproved areas
outside of the traveled Tray and in open fields where no hazard of undue
inconvenience to public or private interests would occur. After the pipe
has been laid and approved, earth of the best type available at the job site
shall be deposited by hand around the pipe and to the top of the pipe and be
thoroughl+, taraped. Additional fine earth shall then be placed in the trench
to a depth of approximatel- one (1) foot over the top of the pipe, The
remainder of the trench may then be backfilled in five (5) foot lifts to a
height of not less than one (1) foot belmr finish grade by bulldozer or other
methods the Contractor ma- prefer. Tie trench backfill shall be flooded with
sufficient water to cause coriplete settlement of each lift of the trench back -
fill material when prodded with a bar of sufficient length to reach the sewer
pipe or conduit at four (4) foot intervals. Rrere soil 'oecomes crusted and
bridges over the loose soil underneath, such bridges shall be broken down into
the trench before additional backfill is installed. After settlement has
occurred and the trench backfill has become stable, the balance of the backfill
required to bring to finish „rade shall be installed and. then be wheel rolled
until thoroughly compacted.
AL the Qontractorrs option jetting nay be substituted for the above
described flooding method -.'hen the jetting method is used, backfill imterial
shall be installed in the same manner and to the same elevations as required for
floodin(,. After the backfillin� has been completed to a height of approximately
one (1) foot below finish grade the backfill material shall be jetted at
intervals not to exceed four (4) feet frith a pipe or tube of sufficient len_,th
to reach the top of the sewer pipe or conduit. Toe balance of the backfill
shall then be installed as required for flooding.
Dippysal of Excess laterial:
T,:e Contractor shall clean up each job, removing from the vicinity of
the completed rrork all plant equipment and unused material, concrete forms,
brush, etc.; accumulated durin-, the construction of the work.
2xcess materials which have been excavated from trenclies, and which
cannot be utilized for backrill or spread adjacent to the imrk; shall '.1e
removed by the Contractor,
9-9
Pavement and Sidewalk ^enlacement:
Pavement and sidewalk removed shall be replaced with the same type
• and thickness except has hereinafter modified:
•
•
Pock material base shall be replaced with an acceptable rock material
from an approved pit. The minimum depth of rock base replaced to be six (6)
inches. Gradation of material to conform to the Standard Specifications.
Compaction of the base material shall be by tamping or by wheel rolling with
heavy equipment.
Plant -mixed surfacing of not less than two inches thick shall be
placed so that the center of the patch is one (1) inch higher than the elevation
of the ad,-'jacent surfacing. After initial settlement has occured additional
plant-ni smd svrfacin; shall be placed so as to brin the patched area to the
existing ,rade of the street. Prior to placin. plant -mixed surfacing, a tack
coat of emulsion shall be applied to the base material and cut edges of
surfacing. A seal coat of erasion and rock chips shall then be applies; to the
patched area. Plant -nixed surfacing shall conform to the applicable provisions
of Section 20 of the Standard Specifications.
All renoval and replacement of pavaLmnt and siderall: shall be done to
the satisfaction of the Ln;;ineer.
9 - 10
LP4ELIAi9M%3 ITEIs9
• Concrete_Piers:
Concrete piers shall be constructed in conformity with the applicable
provisions of Section 31, of the Standard Specifications. Ordinary surface
finish hill be required.
Concrete Encasement for Pipe_
The concrete for pipe encasement Station 31.70L+ shall be poured in
neat excavation. Foniing will be req:ared for concrete encasement of pipe at
railroad culvert.
Disposal of__MS vgsa Iaterial_:
Concrete removed by trenching and other material in excess of that
required for backfill shall be removed and disposed of by the Contractor. The
Contractor shall clean up the work site. removing from the vicinity of the
completed imrk all plant equipment and unused material, forms, brush, cleared
and grubbed material etc.
Clearin^ and Grubbinrr:
Tre Contractor shall be required to perform any necessary clearing and
grubbing of trees designated Sy the En ineer for removal. Cleari.n and grubbing
will not be paid for directly but shall be considered a subsidian, obligation
of the Contractor for which pament is Licluded in the various other items of
• the contract.
'rater for Construction:
The Contractor shall make his mm arrangement with the City 'later
Department to secure any necessary water for construction.
Construction on Private Propert.:
The Contractor shall meet all requirements of the Southern Pacific
Railroad Company in connection with serer construction under this contract.
Me methods and materials for this operation rust also meet with the Emgineerrs
approval
kll construction on private propert-, shall be carried out with a
minimum of inconvenience to the mmers thereof and ti:e premises upon completion
of the imrk shall be left in a;neat and presenta'�le a condition as before he
entered upon the work.
Connection to_Exiating 3eror:
The temporary connection to the existing serer indicated on the plane
shall be substantial and watertight.
Corru:,At a:etal ripe 3"r:
• Corr' gated eetal pipe semr througi: railroad culverts shall be installed,
true to line and grade secural., anchored as indicated on plans, and uutertight.
9 - 11
The bends d tee for installation on thisIke shall be factory
fabricated.
• Any Portions of the pipe coating damaged in transit or by handlin„
shall be repaired by the Contractor to the satisfaction of the Engineer.
Liakdt Steel h_pe_ Sewer:
'.lelded steel pipe sewer shall be installed with uniform bearings on
piers and soil.
The upper portion of the felt mat on the most northerly pier shall be
greased.
The Dresser coupling indicated on the plans shall be assembled and
placed so that it extends an equal distance on each section of pipe. Followers
shall be drawn up evenly and bolts shall be tightened sufficiently to compress
the askets properly and make a rater -tight joint.
Caution shall be exercised to avoid damage to the pipe coating, any
damaged portions of the coating to be repaired by the Contractor to the
satisfaction of the Engineer.
Sewer Lines to be Substantial) _Iat�ight:
It is particularly important that the sanitary sewer_ines constructed
under this contract be substantially watertight.
The Contractor shall take note of this fact and shall exercise every
• precaution to secure watertightness throughout the component parts of the
system, particularly as regards the pipe jointin6. The Contractor shall
follow the detailed specifications and shall conform with the intent thereof
to secure the highest quality of workmanslAip in the laying of all sanitary
sewer lines under this contract. All work shall be subject to inspection by
the Engineer.
: final Ine1:ection and Tests:
After the work shall have been completed it will be thoroughly tested
and inspected by the Engineer. A hydrostatic test with pressure not to exceed
that of the most severe operating conditions will be required.
l:easurement and-Pa=ent.:
Payment for installation of the serer system shall be made at the
applicable contract unit prices which shall constitute full compensation for
all work and materials including pipe, excavation, backfill, shoring, concrete,
fittin_a, installing pipe. clean-up, and other related work and materials.
1[aasurement of serer main shall be by the total lenUth installed including
fittin s.
Sequence of Construction 0 arations:
• Priority of construction shall be given that portion of Project
Unit 2 comprising the line between 6ichard Street and Alexander Avenue.
9-12
SFATIOII 10
• pr_OJ= SLIT 2
L ST.4LL'iggO OF CAST L^.0:: YIIL Lit APM T1�NAi&Z
General_
Tie City shall furnish the mec:ranical joint cast iron pipe, fittings,
valve bores valves and h-drants to the Contractor from stockpiles located
within the City of San Luie Obispo.
The work to be done under this Section shall comprise the furnishing
of all labor, methods or processes, tools, equipment ane.. all materials
exept those specific materials listed hereinbefore to be furnished by the
City required to construct the cast iron water line and appurtenances. complete
and in satisfactory operating condition, and to perform all imrk incidental
thereto as shmin on the plans and/or as specified herein. The tmrk includes
installation of all pipe, fittings, valves, valve bo;ms, connections to exist -
in; lines; disinfection of all pipe and fittings- excavation, backfill, re-
surfacinf of existing street surfacir_i torn up during the work and restoration
or replacement of any property or improver:ients which may be damaged or destroyed
b the Contractor during construction.
TrenchinL for Yiye Lines
The ditching operation shall be conducted Iy means of machine or hand
• tool methods at the discretion of the Contractor, as approved by the City
Lngineer, alonL a route as established by the plans and dratrin_-s. rre depth
of the ditch shall be _sufficient to provide a minimum of 30-inches cover over
the top of the pipe, except as may be specifically designated othemine.
Further, the ditching, operation shall be conducted to provide uniforvi slope
gradients throu;hout the scope of the operation. 17o sharp breaks of contour
sufficient to cause disproportionate warpage of ioints etc. will be permitted.
rae minimum width of ditch shall be at the discretion of the Contractor, pro-
vided that such width shall be in the opinion of the City Fngineer, adequate
to conduct trork of laying pipe caullcing of joints and compaction of back ill
below and ad scent to the pipeline.
The Contractor shall determine the grade acid/or location of all public
utility facilities such as telephone poles, potter poles; Gas lines, etc., and.
s:wIl so conduct the rrork at all times to prevent damaLe to. or interruption
of service b, said public utilities.
The Contractor trill be required to provide for the passage of traffic
through the imric at all times. The Contractor shall have the responsibility
of providi;y suitable barricades lights or warning devices as ma:, be required
for the protection of the public
.,rere setters or louse setter laterals are encountered in the trench
an(' tbev trmtld interfere with the lainL of the pipe line, the Contractor
shall have the option of either removing the said setters or house setter
lateral and later replacing the same_ or of excavating the trench to such
• a depth as to permit the laying of the pipe 'oelow the said scorers or house
lateral setters.
10 - 1
• •
Tiere the said sewers or :douse sewer laterals have been removed or
cut throu6i). Us samre shall be replaces: in a workmanlike mawer and a. as to
• provide an adequate fall from the building to the main Bower, without traps.
'Iere it is proposed to lay the said pipe line under a house lateral
sewer, the pipe line shall be so laid without the use of any bends and/or
fittings.
ty TA -UM
The Contractor shall, unless specifically designated othenrise by the
City Brgineer, arrange the work under the contract so that all pipe shall
13e laid without break, up;rads from structure to structure, with bell ends
of the pipe up--rade. Pipe shall be laid on an unyielding foundation with
joints closely and accurately fitted. tr..a to line and ;grade and with a
uniform bearing, under the full length of the barrel of the pipe.
lalldn or., or disturbing the pipe in any manner, after the joints
Nave been rude will not be permitted.
All pipe shall be thoroughly inspected internall:, before being lined
up and shall be freed from all dirt, raga, wood or foreign matter as the
work progresses, and the pipelines shall be left clean at its completion.
At the close of each days %. rk, or whenever the worn ceases for any
reason, the open ends of the pipeline shall be protected r.zth close -sitting
plr;;a.
• Jointing; :iechanical,Joint Fipe
The last inches outside of t':e spigot and inside of the bell of
mechanical -joint pipe shall be thoroughly cleaned to remove oil brit, tar
(other than standard coating;), and other forei;;rr matter from the joint, and
then painted with a soap solution made by dissolvinc one-half a cup of granu-
latee.. soap in one gallon of water. The cast iron 31and shall then be slipped
on the spigot and of the pipe with the lip extension of the &land toiard the
socket or bell end. The rubber gasket shall be painted with the soap solution
and placed on the spigot and with the thick edge toward the ;;land. The entire
section of pipe shall be pushed fonrard to seat the spigot end in the ball.
The ;,asket shall then be pressed into place within the bell, being; careful
to have the Laslcat evenly located around the entire joint. The cast iron
gland shall be moved along, the pipe into position for bolting; all of the
bolts inserted and the nuts screed up tightly with the fingers, 111 nuts
shall be tightanaC with auitable torque linritin• r.menches to be provided by
the Contractor. The torque for the various sizes of bolts shall be as iollowa:
..._.__.or.. Size in inches ;:a gs of To ue in foot s
Aff 60 - go
• 2'uts spaced 1tA" de -;yeas apart shall be ti;htensd alternately in
order to produce an equal pressure on all parts of the eland.
10 - 2
Settin;, oT Valves: :ill valves shall be installed in the trench where
sham on the drawings unless othenrise directed by the Fu4,ineer. Valves and
• cast iron valve boxes shall be set plumb with valve boxes placed directly over
the valves and with covers at finished grades. After being tested and
correctly positioned; fill shall 1>e carefully tamped around the valve and
valve box corpletely filling the mmavated area and having a relative com-
paction of ninety per cent. (9a,,').
Valve bores furnished by the City shall be installed accurately
centered over the valve and the Contractor shall furnish materials for and
construct the concrete collar indicated on the plans.
Defore installing aiy valve, care shall be taken to see that all
foreign material is removed from the interior of the barrel. Stuffing bores
shall be tightened and the valve opened and closed to see that all parts
are in working condition.
:'••drostatic Test
The Contractor shall furnish all labor and equipaent necessary and
wake the hydrostatic tests in the manner prescribed below:
Pesch section of completed main, prior to oackfilling of the joints
and valves shall be subjected to a hydrostatic test of not less than 180
p.s.i. for a period of four hours. The Contractor shall give the Engineer
twent'-four (24) hours notice that such a test is to be made and such test
shall not be made unless in the presence of the En.-ineer or his authorized
agent. Compietod sections for testing shall not ezoeed 4000 feet unless
• approved by the En ineer.
•
The line to _�e tested shall be completely filled with water and all
entrapped air released. '.lien there is no valve located at the end of the
completed section, a belled end shall be tenporarily welded on with a
fitting provided for a Bourdon test ,auge.
The equipment to be provided shall be either a samtal or power driven
pressure pump capable of producing 200 F.S.I. Between the supply line and
pump. a small water muter reading to the nearest one (1) ;allon, shall be
installed. The test gauge shall be located on the section of wain to be
tester:.
A_ "ter fillin:, the line; the pressure shall be brought up to that as
specified above and held :or a period of four (4) hours. During the test
period, all joints, valves, fittings and other connections shall be care-
fully inspected for leaks and where any appear. they shall be ma-ked for
repair. The leaka„e as measured throu,,h the water meter. shall not e::ceed
twenty (20) Callon per hour per mile of completed pipe.
Followin_, the test, any joints, valves, fittings or connections show-
ing 1ea1•age, sAll be tightened or repaired. 1.1here the loss exceeds twenty
(20) ,,allons per hour per mile, the line shall be repaired or replaced and
re -tester: for the same period �.ntil compliance of this requirement is met.
,!o section o: line shall '�e accepter. where it fails to pass this test.
10 - i
Dackfilliae: The Contractor shall Lack:ill all open ditch or bell -
holes created by him during the course of his work as follows:
All backfill material shall be rude free from rock, debris and other
coarse materials prior to its introduction into the ditch. Backfill shall
be laid in layers of not greater than 2 inches depth and moistened and tamped
to provide a Ldiimum of 905, compaction up to a depth equal to Q' inches above
the bell of the pipe in the trench. 2ac!:Zill shall be laid in la;rers of not
greater than $ inch depth and suitably compacted by moistening and tamping
from the height described above to a maximum height of earthen backfill.
prescribed.
In lies of the above requirement and where pezvdtted in writing by
the Engineer back ill above a plane 6-inches above top of pipe ray be
made in Is'ers .lot to exceed thirt inches in thickness where tamped with
compaction equipment equal to the ��::ydrahamaer� or •^.3ghty hidget' compactor.
-jesurfacinV of Streets: The Contractor shall, after earthen backfill-
ing has been approved by the Uity 3agineer, resurface the streets by methods
prescribed by applicable City Ordinances:
Penerally these require that:
(a) A 6'•, lager of imported base material acceptable to the City
.;r;;ineer shall be placed and compacted on top of the earthen
backfill in paved street areas.
• ('�) <ase material, and ed:,es of ditch shall be primed with
as, emulsion, applyin;; a sinirmm of 0.2 (2/10) gallons
per sgcare yard of area.
(c) Oiled or plant mix surface shall ::e replaced with a minimum
thickness of 2-inches of plant mix paving material when com-
pacted and shall be flush at all points with the e:aating street
surface. Deal Coat and ,.ranite screenin,,s shall be applied as
directed by the :r:,;ineer.
(d) All paved surfaces where dish-rbed shall be trimmed to straight
and sharp shoulder lines prior to the introduction of any
resurfacing materials.
(a) There resurfacing is to be done near or adjacent to curbs.
,utter or feather edge road shoulders, or where two resurfacing
zones are deemed sutficia tly close to each other, the City
Tngineer say require that a uniform overall resurfacing be
effected, to assure a continuous level surface without danger
of brid„in, or ribboning by the remaining old surface.
",treat resurfacing will be required only where there is existing
street surfacin_. which is torn up by the Contractorrs operations. Where
there is non -existing street surfacing or the street is unimproved. the
Contractor shall restore the surface in kind and to its original condition.
10 - 4
N
disinfection of Lirnee: The Contractor shall supply labor, equipment
and chemicals to disinfect the water lines installed under the contract, this
• nay be done in conjunction with the hydrostatic test mentioned above.
The disinfection of the line shall consist of the introduction in the
pipeline; suitably mixed with the water, of HTl:, Perchloron, or other chemical
compounds of equal chlorine value, while the pipeline is being filled frith
water. 1, bleeder shall be opened at the farthest point and water, mixed
with the chemical, shall be purged until, by teats taken by the City Eq,ineer,
the chlorine content is deemed adequate.
The pipeline shall then be isolated for a period of 2[, hours and
further tests taken by the City Engineer to determine if the line is adequa-
tely disinfected.
If further disinfection is required the above procedure will 'oe
repeated until satisfactory results are obtained.
Following satisfactory disinfection, the line shall be purged with
water until chlorination test shows absence of free chlorine.
'cater for testing the pipe lines will be made available to the
Contractor from the existing City water system at a time designated by the
;later Department, pending satisfactory completion of the work.
Connections and Tie-ins_to ;vietin�L later !Linea: The Contractor shall
make all Lie -ins and connections to the existing water lines as shown on the
. plans for the work. The Contractor shall program this phase of the work so
as to interfere as little as possible with the norc:al operation of the
municipal water works, The Contractor shall give at least 21L hours notice
in writing to the Engineer that he intends to perform this plisse of the vmrlc.
Anchorage_.
Anchorage and/or thrust blocks shall be pprovided at all breals in the
ali3nment or grade that exceed three de;,rees (3') deflection; and at all
locations shown on the plans, The line shall be adequately anchored, supported
and backfilled to hold it in position under pressure before the test pressure
is applied.
The Contractor shall give priority to the completion of the six inch
line on laurel Lane and the eight inch line on :falter Street, for water
service to contemplated factory construction on halter Street.
Concrete for anchorage, thrust blocks, hydrant bases, and valve box
collars_ shall be as specified in the materials section for Project Unit 1.
Reference is made to Articles (f) and (g) of Section S of these
Specifications on pace 8-3 thereof.
40
10-5
CITY OF SA;' iUIS OBISPO
CALIPORTRA
NOTICE TO COFTRACTORS
Sealed proposals will be received at the Office of the City Clerk of
the City of San Luis Obispo, City Hall, San Luis Obispo, California, until
,%:. on , and will be publicly
opened and read aloud at the above st.-ted time in the Council Chambers in said
City Hall, for construction of sanitary sewer and water mains, as shown upon
tie plans therefor.
The work consists essentially of constructing the following:
Project Unit 1. Furnish and install vitrified clay pipe sanitary
sewers and appurtennnces between the easterly end of Alexander Avenue
and laurel Lane.
The Contractor to furnish all materials including pipe.
• Proiect Unit 2. Install only, mechanical joint cast iron water mains
on Walter Street and on Laurel Lane.
•
The City to furnish all pips, valves, hydrants, valve boxes and
fittings from stockpiles within the City of San Luis Obispo for
installation by the Contractor.
The prospective bidder may submit bids on either or both of the
Project Units. The City will consider each Project Unit separately in making
the awards.
CD - 1