Newspaper Page Text
The Brantley Enterprise, Nahunta, Ga., Thursday, June 12, 1969
Brantley Enterprise
Published weekly on Thursday at Nahunta, Georgia
Official Organ of Brantley County
Carl Broome Editor and Publisher
Mrs. Carl Broome Associate Editor
Second class postage paid at Nahunta Ga.
Address all mail to Nahunta, Georgia 31553
LEGAL ADVERTISING
State Highway Department
of Georgia
Notice to Contractors
Project No.
GSB2-1069-A /13/
GSB2-1069-B /17/
GSB2-1069-D /8/
GSB2-1777-B /17/
Wayne-Brantley-
Charlton Counties
Sealed proposals will be re
ceived by the undersigned at
the general office of the
State Highway Department of
Georgia, No. 2 Capital Square,
Atlanta, Georgia, until 11 A.
M. Eastern Daylight Time,
June 20, 1969 and publicly
opened for furnishing all la
bor, material, equipment and
other things necessary for
four new bridges and 0.798
miles of paved approaches on
the Folkston — Jesup road
State Route 23, US 301, at
Penholloway Creek south of
Jesup, and Cross Swamp &
two crossings of Little Buffalo
Creek South of Nahunta. Also
NEW BANKING HOURS
Effective Thursday, June 5, 1969
Our New Banking Hours will be:
MONDAY, TUESDAY, WEDNESDAY and FRIDAY
REOPEN FRIDAY AFTERNOON: 4:00 to 6:00 P.M.
SATURDAY: 9:00 A. M. to 12:00 P. M.
CLOSED ALL DAY THURSDAY
THE CITIZENS BANK
NAHUNTA and FOLKSTON, GEORGIA
ADVERTISE!
BRANTLEY ENTERPRISE
a New Bridge & 0.225 Miles
of paved approaches on the
Way cross - Hoboken road,
State Route 50, US 84, at Big
Creek west of Hoboken
This work is to be done un
der the 1966 specifications
Contract time, 487 calendar
days.
Division Office, Jesup.
Cost of Plans, $27.00
Proposal Guaranty, $20000.00.
Approximately Quantities
23.891 acre clearing & grub
ing — lump sum
9.100 acre clearing & grub
bing
180 SQ YD remove sand-ce
ment Cast-in-place rip rap
21250 CU YD unclass. Ex
cavation, inch haul
66150 CU YD borrow, incl.
matl. & haul
2265 CU YD selected bor
row, incl. matl. & haul
3.560 acre area reclamation,
seeding or sprigging
4.91 acre area reclamation,
pine seedlings
9:00 A. M. to 2:00 P. M.
MEMBER F. D. I. C.
Want a Servant Girl
Want to Sell a Piano
Want to Sell a Carriage
Want to Sell Town Property
Want to Sell Your Hardware
Want to Sell Your Groceries
Want Customers For Anything
Advertise Weekly In This Paper.
Advertising Is the Way to Success
Advertising Brings Customers
If
You
Want a Cook
Want a Clerk
Want a Partner
Want a Situation
Advertising Keeps Customers
Advertising Insures Success
Advertising Shows Energy
Advertising Shows Pluck
Advertising Is “Biz”
Advertise or Bust
Advertise Long
Advertise Well
ADVERTISE
At Once
11660 SQ YD soil-cement stab,
base course, 6 in.
2930 CU YD soil-cement
matl., incl. .matl. & haul
2200 bbl portland cement
2340 gal bitum. prime
1195 gal bitum. tack coat
5250 SQ YD bitum surf
treat, stone size 5, type 3, with
seal
12510 SQ YD bitum surf
treat, stone size 6 type 1, with
seal
570 ton asphaltic cone E
1545 ton asphaltic cone base
course
25900 gal bitum matl
5 CU YD class A cone.
18 each cone, spillway
359 lin FT corr. metal pipe
slope drain, 10 in.
940 SQ YD reins. come ap
proach slab
108 SQ YD reins. cone, ap
proach slab incl. curb
1510 lin FT guardrail
20 each guardrail anchorage,
type 3
17 ton agricultural lime
10 ton fertilizer grade 4-12-
12
2160 LB fertilizer nitrogen
content
37060 SQ YD mixed in place
mulch
12040 SQ YD mulch
37060 SQ YD sprigging
Approximate bridge quan-
tities
565 CU YD unclass. Excava
tion, incl. haul
1220 CU YD channel exca
vation
32 CU YD bridge excava
tion, stream crossing struct
Lump superstructure cone.
— bridge No. 1 Brantley
Lump superstructure cone, —
bridge No. 1 Charlton
Lump superstructure cone. —
bridge No. 1 on US 84
Lump superstructure cone. —■
bridge No. 1 Wayne
Lump superstructure cone. —
bridge No. 2 Charlton
1429 lin FT cone, handrail.,
std 3633
341 CU YD class A cone.
Lump superstructure reins.
steel — bridge No. 1 Brantley
Lump superstructure reins.
steel — bridge No. 1 Charlton
Lump superstructure reins.
steel — bridge No. 1 on US
84
Lump superstructure reins.
steel — bridge No. 1 Wayne
Lump superstructure reins.
steel — bridge No. 2 Charlton
43501 LB bar reins. steel
Lump removal of exist,
bridge — sta. 10+70 — Charl
ton
Lump removal of exist,
bridge sta. 11 +OO — Brant
ley
Lump removal of exist,
bridge — sta. 11 +46 —■ Brant
ley
Lump removal of exist,
bridge — sta. 12 +44 — Wayne
Lump removal of exist,
bridge — sta. 50-1-88 — Charl
ton
Lump constr., maint. &
remov. detour bridge — sta.
10-|-70 — Charlton
Lump constr., maint. &
remov. detour bridge — sta.
114-00 — Brantley
Lump constr., maint. &
remov. detour bridge — sta.
llq-46 — Brantley
Lump constr., maint. &
remov. detour bridge — sta.
124-44 — Wayne
Lump constr., main. &
remov. detour bridge — sta.
50+88 — Charlton
4195 lin FT piling furnished,
prestressed cone., 14 in. sa.
2885 lin FT piling furnished,
prestressed cone., 16 in. sq.
3702 lin ft piling driven, pre
stressed cone., 14 in. sq.
2326 lin ft piling driven, pre
stressed cone., 16 in. sq.
650 lin ft test pile, prestress
ed cone., 14 in. sq.
290 lin ft test pile, prestress
ed cone., 16 in. sq.
5 each loading test, pre
stressed cone., 14 in sq.
4 each loading test pre
stressed cone., 16 in. sq.
13 each pile solice, pre
stressed cone., 14 in. sq.
9 each pile splice, prestress
ed cone., 16 in. sq.
The following items are al
ternate 1.
Bidder will bid at least one
option.
Option 1
2632 ton stone plain rip rap
Option 2
4210 sq yd sand-cement bag
rin rap, 10 in.
Estimated cost of the project
is $536,214.00. The State re
serves the right to reject any
or all bids.
Said work shall begin with
in ten (10) days after Notice
to Proceed has been issued
and shall be completed within
the number of calendar days
indicated. When contract has
been executed, written notice
shall be given the Contractor,
at which time, and not before,
work may be started.
Contract executed pursuant
to this Notice is binding on
the Georgia Highway Authori
ty as such. Said contract will
not create liability, expressed
or implied, against the under
signed Chairman of the Geor
gia Highway Authority as an
individual nor against any
employee of the Georgia High
way Authority in his or her
individual capacity nor against
the State Highway Depart
ment of Georgia, nor against
any officer or employee of the
State Highway Department in
his or her individual capacity.
Plans and Specifications
may be inspected at the offices
of the undersigned at Atlanta,
and at the Division Office
indicated. Copies of the plans
may be obtained upon payment
in advance of the sum indicat
ed. Copies of the Stand rd
Specifications may be obtained
upon payment in advance of
the sum of $4.00, /which sums
will not be refunded.
The Standard Specifications
of the State Highway Depart
ment of Georgia have b^n
adopted by the Georgia High
way Authority and will govern
any construction under these
proposals.
House of Representatives
Resolution No. 34, reouiring
the use of domestic materials,
will be incorporated in the
contract.
Proposals must be submitted
on regular forms, which will
be supplied by the undersign
ed, and may be obtained by
a payment, in advance, of
$5.00 for each proposal issued.
When the proposal is submit,
ted, it must be accompanied by
a proposal guaranty in the
form of a certified check,
cashier’s check, negotable
United States Bonds, or other
acceptable security in the a
mount indicated, and must be
plainly marked “Proposal for
Road Construction,” Countv
and Number, and show th-'
time of opening as advertised.
Check of the low bidder will
be cashed and all other checks
will be returned as soon as
the contract is awarded, unless
it is deemed advisable by the
Authority to hold one or more
checks. If an unusual condiV
on arises, the Authoritv r°-
serves the right to cash all
checks. Bidders Bond will not
be accepted. Bond will be re
quired of the successful bidder
as required by law for coMra--
tors contracting with the State
Highway Department of Geor
gia.
Contracts will not be award
ed to contractors who have not
been placed on the list of
oualified Contractors prior to
the date of award. No proposal
will be issued to any bidder
later than 9 A. M. of the date
of opening bids.
All bids must show totals
for each item and total amount
of bid. Right is reserved in
the undersigned to delay the
award of the contract for a
period not to exceed thirty
(30) days from the date of
opening bids, during which
period bids shall remain open
and not subject to withdraws’.
Right is also reserved in tb°
undersigned to reject any and
all bids and to waive all form
alities.
Upon compliance with the
requirements of the Standard
Specifications, payment for
work done shall be made in
accordance with the provisions
of the Standard Specifications.
This the 29th day of May.
1969.
GEORGIA HIGHWAY
authority
JIM L. GILLIS, SR-.
CHAIRMAN. 6-12
IM
slOl less than last
year’s Impala with
comparable
equipment.
We give you an honest increase in car at an
honest decrease in price.
. Take the’69 Impala above. We improved the
ride. Made it quieter inside. Added an anti-theft
locking device. Put steel guard rails in the doors.
Still, this Impala with a 300-hp VB, Turbo
Hydra-matic, advanced-design power disc brakes,
head restraints, whitewalls and wheel covers is
Pacesetter Values
i WE'RE IN THE
AUTOMOBILE '
FINANCING •
' BUSINESS FOR
ONE REASON ... ;
TO MAKE LOANS... I
; NOT TURN
i THEM DOWN! ■
I
STOP IN TOMORROW AND LET'S TALK THINGS OVER.
SUPPORT YOUR CIVIC ORGANIZATIONS. WE DO! ‘
THE CITIZENS BANK *
FOLKSTON AND NAHUNTA, GEORGIA M
I Members Federal Deposit Insurance Corporation
Impala Custom Coupe
Match that, anybody.
priced slOl ♦ less than in 1968.
The 300-hp V 8 is priced S4O less than last
year’s 275-hp. Turbo Hydra-matic costs less.
Power disc brakes about half as much. White
walls a little less. Wheel covers about the same.
And head restraints are now standard.
Upping value and dropping price. That’s the
way Chevrolet operates.
•Based on manufacturer's suggested retail prices, Including federal
•xcise tax and suggested dealer new car preparation charge -—
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