Evening star. [volume] (Washington, D.C.) 1854-1972, 1867-11-20


The bondsmen must be citizens of the United
States, and the bidder is to send duplicates OF his
sealed proposal in the form abeve given, with two
copies oil this advertisement to the undersigned.
form given, however; for materials and work. Any
bid Tor one item without bidding for all the items
serves the right Of rejecting any all bids and for
all ons dat put II pGssessOn of
able until the materials arc used up in the work i,
and the work accepted; and the Government also
reserves the right for the engineer vary the di
mansions and amounts of the materials at his op
ZION to suit contingencies thu arise either in
by giving the contractor due notice Of the change
DIVISION VII
This part OF the improvement OF Buffalo Barbor
feet wide from II feet Sater in the iske H. an ft
water IN Buffalo creek, At a site about Ia miles
south CT the present south pier, and to depth of
however, is contingent, and requires further sc,
ton Of C3ngress In reference to an appropriation
Tor he fullest improvement and completion of
Buffalo Harior before being put under contract
Nevertheless minute survey and estimate having
been made Tor NJ, separate proposals are inv tied
for furnishing the materials ami doing the work
IN this Division, Viii Ia is divided into sections A,
Section A-frcm Lake Shore Line to IA feet water
the ss sns iSS feet s s2s
water, which !, is prepo ed to build nPon the plan
the oss pie pier SasSnei BY Senens S s.sd
and which he survey shows TO be Well adapted to
the site at Buffalo This section win require for it's
$50 hits oak round piles not less than Il inches
in diameter at middle, - feet long. -.
lao sills sNl2 in length is, 20 and 80 feet
amounting to 0S0 runnins feet.
40 binders. iNs in length, Is, ~ and 80 feet-ioSO
2OGs side end and cross timbers lexl2 in lengths
of IS TO IS feet-i,l1. running feet. 1T.
II corner braces, eNs, feet long-loS running
2ss joists, 2ala, 10 feet leng-2a,72o feet-bosrd
$40 rlanks esl2, 20 feet long-76.ooo feet-board
6Ss nut sud screw and one washer. bolts l inch
round iron, p inches long from inside Of head to
190 bars inch square, drift bolt-iron, 10 feet
ss4t cords Srnsh, in bundles veII ccmpressed and
bound is inches in diameter, and sl feet long with
l,sss cubic yards lake dredging clay, for placing
losos cubic yards lake dredging clay, from he.
section B-from Lake Shore Line to bank of Buff
falo creek, across dry land-lI7o feet requires:
E2ra,4 cubic yards clay excavation, by dredg.
Sc white oak round piles not less than I. inches
diameter at middle exSiusiXe OF bark d feet leng:
$40 sheet piles, Axla, sawed, white oak, Is feet
Ia strings SIG. sawed, w. O. or pine, % feet LONG
Ia water stills, sx9, sawed ". o. or pine, % feet
ID water stills, szli, sawed, W. o. or pine, % feet
ia binders, 4x6, sawed, ". o. or pine, 10 feet
IA tenders, sxle, sawed, white oak, 20 feet lon,
long.
long. " @'
iis front sidinRs. lOxls, sawed, w. O. or nine ~
feet long. fS' :"
us rear fidings, sxl2, sawed, w. o. or Dine, 70
II front sidings, loxl3, sawed, ". o. or pine, Is
IN rear sidngs, ska, sawed W. o. or pine, Is feet
long. S~' - 'Ses
81 ffnch round iron mt and screw, and two
washers bolts q inches long from outside OF head
TO point OF screw-4g sl lbs 49, ~
~ de-. ~ inches long, from outside Of head 70
point OF screw--3zl0lbs ~
W bars inch square. drift bolt iron. l6 feet LONG
~ lars feet long, and 20 bars l. feet long-in ali
Mrousht spikes, loxis inch-s47 lbs.
Wrou ght spies. SIS ipch-2 ,si9 It's.
Section C-from bank Of creek tC u feet water in
the creek, so feet To be dredged TO width az 500