New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1861-04-04
CONTpTFSOILER--O FEICIAI1.


sgssis s sGsfS "a sEss
Wiz the sides as e be laid dagonay from lie ourbsfode
The gatsr good hard granite obtained
nches wide and OF FL han eight inches hik Thsy sha
hs %s having parallel sides and ends
and f "fesssa hsrM ,i q rejected
we'll hewed aud dressed beve dressed top aswr III
hi 4s ssGs from ,hrSe to sxee long from eighteen
feet long feet Wide and less than Inches 6ek with
A H. hs s sns wa w. Be TO ." VIII s T
stones the best quality rubbed fooled The surface
Esone shat measure less than three feet square b and
Tne gravel shall be the best London gravel
T re- sand shall 4 clear ;hsrp .agd Of large grain
l hH b. Of the hest castron pough similar pattern
The w Ss' BY liz Gy 81 saySsyorg ia
a g erSsn steps over ,he cutters shall be Of tho best
Of sn$h widths and patterns shall be furnished hy ,he City
MASsER IN WHICH TIE woEk SHALL re ExEcurEn-Thc old
enr9stones shall be and a
substituted in their stead The new and eurbones Shall 10
N mi om u No 1 y Gna ETaeT to be the
inespersed in ngs OF from three feet throughout tc
e e foot IF ts hesht towards cwaf and shall
for oe ss bs m 9
rio e2or sSns shn Te "a a by the
grades gwen surveyor in cood n o ns n s
best wokm'nike n abed London gravel and sharp
vel rmmsd and hardened with head Of The crown ~" 's
bod with nennon or slope iowa h Of ona
inch on no'tomg G four inches Of London gravel and sharp
head Of The s"es shall H Be veil Th 'GG
elohtS not 10 DC over half an inch wide, 9th they shall
BE- rejected aug TO be filled up with fine sharp sand
after the shall be hauled away by him shall pick and Crude
NE suffice OF the street in accordance with the grades be
spG9r feei Of the square blocks when laid The contractor
The Surv Yor and shall place he topof ong Gf
mol less Wan f2Hr inches Of London gravel sharp sand
roller until fos al even and hard foundation. The square
tractor shall lay the blocks lagoy or ut an Of f6y
VI 9sstrst line breaking joints with every s
me same in order that each block may solid founda-
and make close johns al joints over half m Inch f II dh
sha most pn Seiy DO teisete by the Surveyor When
vel Hnd $nap and mixed and the paving shall be conveniently
soea MIN o9 pound roller as often y No necessary and
os paced upon The paving and the same shall be opened
he SIDES bottoms and wings Of the bridges shall be
R Sna mn be 4d in gGSh pntT N The best
ty Surveyor The cast iron plates tops Of The bridges
The castron Plates for the crossing steps over the cutters
5gs o " me WIZ M '7rfgr The and e
inch into the said curbstones. ~ 0'e
eonfaetor he sidswsks XIII BE- " I bT i
s2m cont a. the sad Cling han be well sd and the flag
oine in lie same nornr I an wi h UsGi
present surface free Of ali rugged or hollow n" @
sap9e OF supporting straight edge otherwise shall be re-
The old Plugging of the sidewalks shall up BY the con
sidewalks shall q SO as to Correspond with i IhfHs new }ss
9 IL sT b y tSS lily SHtEsyHE and he tagging shall
All new flags wlchmny be required to replace the old hosr
sa mssS lags shall be furnished by the contractors With
best east iron similar to the tie Surveyors oee and
'ESERA STsEsThs whole work sa b exscsd tn
M ss q NE City Surveyor who will be
walks Which may be rejected y te gsng IN Side
ha be ne property Of the contractor and shall be removed
AT The materials shall he of the best quality and shn be fur
RE e D Ps sa BE- as b %s IS The }Dq
nos oGS gn ths aProa Of The adjudication BY The
pseSy OF Ten dollars per day each and every day hee
s 5da Ie a same sd is mot co amPl;t
nfed ron Inc contractor TO guarantee the faithful perform
Paynens 10 be made as follows, towit the proportion 10
e pEa py me city in cash and The proportion paid
odeT to be made BY the City Surveyor conformity viii,
contractor who shall saGrceagd to ali the eT o S
ny P ss Of ana sa sf5 the sn bs in case Of
ed liable or responsible for any of said bills should the same
The contractor shall nGy into the City Treasury prior 10 re-
living his cTtiestes the cost of publication Of the petition Of
actor sh bave The right demanding Of said e Se SI
The Contractor shall be bound keep the having in ood
pair aid condition and during one ye.r af,a5 H., suo
elton. " saw ''' 'olA'
well understood that in failure by the contractor
Gegln or hsh the any part thereof within the No.
cd fixed in the Council be datisfcd viii ba @ po
which i is being executed the Council shall have The rv
aHnn the contract without putting the contractor IN JafaS
required by article 1905 of the Civil Code and without arnjv
TO court OF Justice to Hnnu the same and without ptet1
ana also we'll understood in ease The contrsc
all Mt any time abandon the work finish and cnnneta
same in conformity with their contract the said cnn racor
all forfeit all claims he may have any mart Of The VOL
ne by him mp TO the date of the abandonment and that l
shhi be uereby discharged from any all liability hsa
ana II Is also well understood that case the cnnfrac il.
DID, the contractor aud hs securities shall be held and
ma u sbdo 10 pay unto the city all loss difference between
pcea winch the contractor originally contracted 10 ne
= resale readjudicati0n.
Bids be per superficial ward of s1uare hls elk navir
he'd and laid complete including gutter stones per sinner
~ loot OF curhstonG furnished and laid per running font of
bHtone taken up and read per superficial foot of Crossing
mes furnished and laid; per running foot Of Tagging of s
ewal thnhhed md laid per running foot of Tagging ~
sidewalks taken up and read including in both c6se M
iron cutters for draining lots per cast iron bridge tnn
nhed and laid complete including The east iron plates f0
crossing steps over the enels the atersect oTs
lew Orleans 3larcn %, 1851. C
LSigntdI - LOUIS H. PILE City Surveyor II
approved by the Committees Streets Landings Of both
ards of the Common Cornell W 1870 4
F ss1isS BENJ Is MAT H9,AA1EIRIITnSoN chamen
registered, Apiil2, 1861. p
!, "a. ALFRED A. DUCROs,
, ~ For Comptroller