Evening star. [volume] (Washington, D.C.) 1854-1972, 1867-11-16

States, and the bidder is to send duplicates of his
sealed IN the form above 20 with
form given. however; for materials and work. Amy
in class, will be rejected. The Government re-
the right OF rejecting any all bids and for
oT sons sorR hs viii be held
able until the materials are used up in the work,
reserves the right for the engineer to vary the di
meDsions and AMOUNTS Of the materials at his op-
plans, construction appropriations Of Congress,
Sy giving the contractor due notice of the change
DIVISION VII. .
This Part OF the Improvement Of Buffalo Hsrbor
feet wide from Il feet water in the lake, 10 feet
water in Buffalo creek at a site about / 4 miles
south OF the present south pier, and to depth of
"A feet below the low water stage. This division,
however, is contingent, and requires further ac-
ton of Congress in reference to an appropriation
for the fullest Improvement and Completion Of
Buffalo Harbor before being put under contract
been made for it, separate proposals are invited
for furnishing the materials and doing the work
b tnl' which is divided into sections A.
Section A-from Lake Shore Line to IA feet water
the other Ooo feet long, 70 feet wide, feet above
wster which it is proposed to build upon the plan
tie slCss Ri Siie Pier, Sssisnss y GsRsTsi cram.
$50 hite oak round piles, not less than II inches
40 water sill. SIP IN Length, s. % and 80 feet
amounting to lbsO running feet
lto binder 4xs' In length IT, 20 and 30 feet-i $50
aO6s side. end and Cross timbers l2xl7 in lengths
of IL to - feet--4,6s running feet. .Irl -
q. L. corner braces, sxS, feet long-l0s running
i.ss joists, 2xla 10 feet long 40 sset-board
$50 planks, 2xl2, 20 feet long-76OOo fset-board
sss nut and screw, and one washer bolts inch
round iron, q inches long from inside Of head to
pGlstS :aas1s S' is
Bls:s p ssas s I'm TBS
bound Is inches in diameter, and ga feet long with
end s,s sS sssG: yys SSs On stone. atr1
ssB cubic yards lake dredging clay, for placing
10 10 cubic yards lake dredging clay. from be.
Sect Section BNirom Lake Shore Line 70 bank Of Buff.
3. 172.ssl cubic yards clay excavation. By dredg.
&a white oak round piles, not less than II inches
diameter ct middle exclusive Of bark, Is feet Ions
so do, about 10 inches diameter 1t middle, Is
2,sio sheet piles, axis sawed, white oak, Is feet
ia string. SIG sswed ". o. or pine, % feet long
ia water stills, sxs, sawed w. o. or pine, 70 feet
it water sills, szls sawed v. .. or pine, % feet
III binders, 4xs. sawed, v. o. or pine, 10 feet
ia tenders, 0xl3, sawed, white oak, % feet long
24 front caps, l7xl3, sawed ". o. OF pine, 70 feet
IL rear CAPS, sxs, sawed, ". o. or pine, 10 feet
ms front sidinss, loxis, sawed, W. o. or pine, 20
rs req sidinss, sxia, sawed, y. .. or pine, 20
ia mont sdinss, iOxls. sawed, v. .. Or pine, Is
feet long - .s-7tF- '--'i't~-' ---l J
III rear sdings, sxl2, sawed ". o. or pine, Is feet
ssi cross ties, sxlo, sawed. o. or pine, IL feet
81 finch round iron nut and screw, and two
wAshers' bolts, inches long from outside Of head
70 point Of screw-4 081 lbs. ~ o'ifttl5 7
ST do, n inches long, fFom outside Of head to
point Of Rcrew-S,zlolbss
eO2 bars zach square, drift bolt iron l6 feet loue
g bar4. feet loRg, and Is bars II feet lopgn ali
Wroueht spikes, loxss inch--27 lbs. q.
u Wrought spih es, SKY fnch-z As he. zsaisf0 ~
Section C-ffom bank Of creek 70 ~ feet water in
the creek, ~ feet 70 bs dEedsed to width Of 500