Evening star. [volume] (Washington, D.C.) 1854-1972, 1870-08-23
PROPOSALS.
NOTICE TO CONTRACTORS

Ofgof Ssrr-t.fe.derfasg n Srscio- e. Ss.e-, Cav
rtassrass, Foofsrass. asa Assr B.s!fsss
ca HI,., EsSs.ssSE, %; G, llss tgs.g. Is'9.
.ignsd ~ the Mayors once until Y N. NEDNEs-
MN etesn huadrei ana ATTY Tea 4 barrel Sever four
teet inside diameter walls nine inches in thokRe-
m IN street wet trOm the Cana 10 tht north si5s
The iOllg~iDs ere tbe established grade. Tor a..
SST,h SO o .trs sFH sorts w@ f--,
sor,h s,se q Y street north . sH
FruiSs h a. sd = i AfS' a-cT north ~ 20.
Ssn. i' UNIFORM l. ordinary low iide mark IN The
Ths follo~iRs are the cu,. at en-. dtrsr,B, .,,,,.
III Ii. the grace OF 'h' inside Ss q ss s,.ss:
At the north -ide Of stree, . w Vet. Inches.
corner sIusrc ss-cut -. A -,
AT the nor,h nile Of Z .Ires.t, sw -
At the south slie Pa. sv., n u. csr
In The eSecuticn Of the work .6s,e .pscia.a' M,
whole, hand made thorough burnt brick tn be-,
hats aud SHATTERED arch brscK' fhs srici. mn "a
be well wei Immediately before beine lad .ni
hctt0m SIDES and ends The Whole 70 b. s sSas ~
mortar male Of the best fresh hydraulic cement SD
pure, shsp river sand, which must be mixed ia the
proportion Of two parts Of o. one Of cement and
mace On quantities Tor immediate
the sewer. Of which nece~sity the supsrtntsns.St
and lnspecior and other officer. e the oorpors.isa
daiion OF ~ inch spruce pine or hemiock planks,
not under hNe inches wide.
,e tee shape 81 the exterior OF the sewer sud the
hsIuohes ny O. ths level q thu outside crown "a
ans sr , s mus o. Vii hSd rsn ~ layer. q
other psN ements which, IN the execution % the
surface OF the ssresrs must be reraVed 1890 s
regrAyeled in the best an 60 the .stsfactoa
of the wsrd; and the Assistant superini~ndcnt an.
The manhoIe. 90 b. ihrse Zee, sau.re m IN. ,l..,
and 70 be built from the bottom, with openings in
the walls iGr the connection q the m.in .e~er IN.
,s,ea and 70 be carried up q Within niue inches cf
COPIED with Tour , -oes Of rough hammered srsni,e
.,or SENECA stone. nine inches vide, nine inch..
that they will enCIsse q spaoe OF thr~e fe~t .1usrs
in the clear ciamPoi together the outer side s,d
grating. the bars Of which shsl be wrought ir"5,
bali inch vide and one aud one half inches sep
The traps viii De the same sire sud SHAPE as In.
new trap at the War Department, corner seven
coping and iron cover, or - stone Of the me
dimensions with iron cover -
more than one SQUARE shall be opened At aud tn.
same time, and eeiore any part shall have been
teal hrcklsye shall certify that the work has been
also the other ofhoers appointed 10y the Mayor 20
An the lateral. 90 be barrel FORM eighteen inches
inside diameter, with wall nine inches thick
The sh.ye Ssrk to be pr2sld-d with sab trap-.
All q the above WORK to he paid for By Assessment
upon the property bordering along the ltaa Of the
sewer, except the Intersections II stress, trap-.
drope. and manholes. which shall b. paid by the
corporation out Of the funds % the ward
Ali expenses Of pumping aud damming, any
other loss damage which may arise from the ma
ture 81 the work, be caused by action Of the ee
ments must be borne by the contractor.
Bidders VIII state the price per incal foot Tor the
main sewer. per lnea foot for the lateral brick
er, per msuhole with scneca coping, and also With
eraite separately per trap with seneo. or granite
frame each per drop each, including cover Tor too
wall, either with iron stone. thousand fest.
board measure, for the aforesaid timber which
mar be required for good foundation for the sewer
The right is reserved by the Mayor TO reject any
all bids, and prescribe when this work shall be-
gin and end.
All property owners along the line VIII careiully
examine the work II progresses and report O. the
Mayor Superintendent aud Inspector any delin-
Suency in the CONSTRUCTION, as ans departure from
oAse spe, ~, - ,, -iAared an abandon
nent OF the contract. WIN. EOksNTu.
Superintendent and inspector, &c, &c, sc.
anl3eol0t Republics