Evening star. [volume] (Washington, D.C.) 1854-1972, 1867-11-21

names are signed. { his name and address
The bOndsnen mast be citizens Of the United
copies II to the
There may be separate proposals made in the
bid for one item without bidding for all the items
in a class, will be rejected. The Government re-
ali u sn GT al on& Of
contractor for doing work, he will be held account
and the work accepted and the Government also
reserves the right for the engineer TO vary the d.
mansions and amounts Of the materials at his op-
tion TO suit contingencies that may arise either In
plans construction, or appropriations of Congress,
by giving the contractor due notice of the change
DIVISION VII.
This part of the Improvement of Buffalo Harbor
consists In opening canal SO feet long, and 2OO
water in Buffalo creek, at site about IL miles lies
south OF the present south pier, and to depth of
however, is contingent and REQUIRES fnptber ee
uon OF Congress In reference 10 an appropriation
Buffalo Harbor before being put under Contract n
Nevertheless minute survey and estimate having
for the Materials aa done ar the an wa
In this Division, which Is divided into sections A,
Section A-from Lake Shore Line to IA feet water
IN the lake must have two piers, one o5s, and
water, which it is proposed to build upon the plan
now IN successful execution at Cleveland, called
s shs By S Sns
the site at Buffalo This section will require for its
$50 hite oak round piles not less than u inches
in diameter At middle, d feet long.
l40 water stills 6xl2 in length Is, % and 80 feet
amounting TO 1850 running feet.
40 binders 4xs, in length IS 20 and 30 feet 0O
2O66 side end and cross tirnbers lexl2 in lengths
of 10 TO Is feet-ls running feet.
u corner braces, SIS, feet long-l06 running
l,2s6 joists, 2xl2 10 feet lsng-24 40 feet-board
$50 planks, axI2, % feet lOng-7sooo feet-board
round iron, p inches long IRON inside Of head to
point Of screw-in all amounting 10 8 $50 lbs.
7so bars; inch square, drift bolt-iron, ls feet
Wrought spikes, 5 inches by s-ls-s.Oso lbs. =
bound Is inches in diameter, and So ieet long with
ends sauaIely cut on Pr
lsse cubic yards lake dredging clay, for placing
losos cubic yards lake dredging clay, from be-
Section B-from Lake Shore Line TO bank of Buff.
Ea.ss cubic yards clay excavation, By dreds.
not Of ss Il
SO do, about 10 inches diameter at middle, Is
asiS sheet piles, 41ia, sawed, white oak. Is feet
Ia string sxs sawed ". or pine, % fee. long
ia water sills, sxs, sawed W. o. or pine, 20 feet
il water stills, e.l. sawed ". o. or pine, 20 feet
ia binders, lx6. sawed, W. o. or pine, 10 feet
Ia tenders, sxi2, sawed, white oak, 20 feet LONG,
lN front caps, I'xla, sawed. or pine, % feet
long. = -, :. i.
ia rear caps, sxs, sawed, ". o. or pine, 10 feet
long. ~ Hfe'rf = - : -
ms front sidinss, loxla, sawed, ". o. or pine, %
ne rear sidinss, szia, sawed, W. o. or pine, 20
IA front sidinss, loxi2, sawed. ". 0. or pine. Is
feet long. - n y - - = =
IN rear sdinss, ski, sawed w. o. or pine, rs feet
ssl eross-ties, sxie, sawed, w. o. or pine, Il feet
long. - 80 20 't4F l-Ih :, ltTll
81 l-ineh round iron nut and screw. and two
to point Of screw-4.0sl lbs. = s.--.l..sl
Ylde,, q inches long, from outside Of bead to
2 bars inch square, rifs bolt iron, Is feet long,
8 bars, feet long and IS bars II feet iong-in all
81 .Gle lbs. Ia "A go f1lla 4 =. itEaH 81
Wrought spikes, lox< inch-,l lbs. cf
Wrought spihes, sx - INCH; lSlbs
the creek, ~ fest 70 BE drsSged to width Of so