New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1861-02-09

| SPECIFICATIONS FOR THE CONTR IN
the valves branches etc. for the Gity Waa1 P9 WIKI vi
United States Baracks and M fro om S 5 GosaS 81 pss
to the 6 upper ,ii limit !. Of tJ ths sei,y
q Two miles, 1850 feet when laid wenyfour incl
81 Two miles, 1860 laid of twenty inch nine
, sn inTeG tnmSand four hundred and eighty feet
On Three thousand and ninetyhvc feet or less of 81,
OH Twenty pieces of thirty inch pipe, with twelve incl
7 Tirtysx pieces of twenty -four inch pipe, with wo,v.
sh Thirty six pieces of twenty inch pipe with twelve inch
oh Ninety pieces of twelve inch pipe with six inch
1GS One h"udIsd and eighywo sig inch elbows
i3lh -Four pieces thirty inch curved pipe.
Ish Sae y % y" SS gitR anyes for bolts
9 Two 0 sssg valves for mouths Of section pipes
S And iron CASTINGS for chimney pedestal ue con-
me me as be By plan SAID castings to be-
pece pss "s sSs6 p eSd%t n tass
herein mentioned and which may become Necessary durp n bs
Ths hifty neh shall be twelve feet in length one inch in
ana Strengthened wi projection bands formed as
The inch ppe shall twelve feet in length one
inch in thickness ana strengthened with projecting bands and
m pipe ha twelve feet in length and three
quarters Of inch in thickness strengthened with projecting
I STS % sS in length and
sands md nfa RI on P with projecting
ra5 hs twenty PISCES ESQ Of thirty inch ripe With twelve inch
thickness and the branch will Inches in enh
and one inch in thickness and formed On The
The hirtyx pieces twenty inch pipe with lively.
thickness the ba"ch will be one foot nine eS T n sn Y
ana one inch in thickness and formed represented on th
The thrysix pieces of twenty inch qpe with twelve incl,
thickness and the branch will nine inches in ngb
and one inch in thickness and formed represented on he
The nney;ope pieces Of twelve inch pipe with six inch
of an inch in thickness branches will be four eet one
and OF an inch in thickness repre-
The hundred and eighty two six inch elbows will be one
in hi Riekness and formed represented The pHps
Es .5 ne hnnaTsa Hnd six inch valves for
rnlse and yaTs seH hshed with valve chamber and
pc SFge ana m inches in the clear and
and &c be wafer !4s s ec 5s TO to # pes in their
be Six inch spout about eighteen inches in length conduct
uished " s''' "S0 '"'Ve F"'Se Keys shall be fur
The eight thirty inch one inch in thickness and
OIL Sch form and dimensions as represented the plans
M four pieces thirty inch curved pipe and pie taper
form and dimensions represented the plans.
howe SG BY 4 n5 SR Js Of sSd be
motion BY haGi wheel working the on valve screw six
inch chain run in All the wives Snd 5 59[
ana S% BE S9n tie be eoBs Ga
lange two inches thick with bolts holes the holes to- he
Sng S Be a oi e ae n a v Al gs All
al the ore valves 10 work free and easy snd put
All the foregoing shall Of the best rast iron tcet
Shere IRON or brass be used free all nws
ninls bllSters etc, Rndto he clean ami true. y
nd good execution. " ~ 0 1'ei"'S
Al the foregoing p9es yayss etc. be made the entire
elected. any '''"'l DC
The contractor shall bind himself to begin the delivery m the
pHFe mentioned pipes valves, etc before
sol, and 10 complete tho delivery whole on ar before ~
1t Of January 1867 under penalty o: ye dollars nor
Tor each and every day thereafter the same are Dt
Security $1,000 shall be required to pparo
g me faithful peri Ormanre Of the 1910
Payments IN cash the delivery md
or more tons OF pipe and acceptance of the The
T Surveyor the city rclEinn guarantee nneten az the
mount OF each delivery until The completion Of lie GG
ntr0ct 49, "-'S
well understood that of failure by the contractor
3eln or tnSh the work, any part thereof within he pe
high the pipes valves, have execufe t CoTri
Ri nave the right 10 anDul the contract without putting tina
n&cor IN default required by article IQi If the C
me, and without indemnity also we'll ,,ndef-t6nd
al IL c Inc contractor shall at time abandon the work
nfac he sud contractor shall forfeit All he may Ia
any delivery part Of deliveries by him m Ia no
lie OF the RhSndonment and that the Shall be ,barei
achhr2ed from and all liability r
ell understood that in contract he res0d the @
actor and his securities shall be held bound in sodo to
y unto the city all loss betPa
lich the contractor originally contracted to nerfo1 n -
q ne price at which be adiudcaed re.sae or re-
Publication. - " - 'S u" 'e- i
Bids be per ton 224O lbs weight of pines furnished and
Vered on the levee above specified INCLUDING elbos
nches castings for chmneys per inch valve nr
NED and delivered eompe and thirty and other
View Orleans Nov. a. 1866 S
Signed LOUIS H. PILE City Surveyor,
ards Of the Common Council e' u 'V'N
s sjsBsd RE \ xxasIIHBo obain.n
% s2 ALFRED A pUcRos, Of
- - For Comptroller. pl