Milford chronicle., 1961-06-23
ADVERTISEMENT FOR BIDS

the stare oil DelaWare at the Office
of the Director of Operations Groom
202) in the Highway Administration
Building In Dover, Delaware, until
200 +. NJ. ED.S.T., July 5, 1861, and
thereafter shall be publicly opened
for contracts involving the following
approximate quantities.:
CONTRACT NO. 1920
CLAYMONT SCHOOL STREETS
LINCOLN AVE, WASHINGTON
AVE. AND MAPLE ROAD
New Castle County
o.593 Mile
2" Hot Mix Asphaltic Concrete on
5" Waterbound Macadam c
Time for completion--1oo Working
Days.
Cost for Contract Documents
LIS Clearing and Grubbing
4,093 C.Y. Excavation
100 C.Y. Rock Excavation, Road
way
100 C.Y. Rock Excavation, Struc-
lures & Trenches
251 C.Y. Excavation for Struc-
lures
$40 C.Y. Select Borrow
2.770 Tons Waterbound Macadam
Base Course
SIS, 220 sly. Quarry Waste Base
Course q" Thickness)
lilo Tons Hot Mix. Hot Laid
Asphaltic Concrete
65 C.Y. Port. Gem. Conc.
Masonry
100 sly. Superficial Waterproof
ing
2,4O0 Lbs. Bar Reinforcement
20 C.Y. Port. Gem. Bubble
1.52O LIZ. Is" r. C. Pipe
$50 LF IS" r. c. Pipe
ITO LF. "a r. c. Pipe
$50 LIE. a. V. c. Pipe
20 LF. s" V. c. Pipe
35 sly. Port. Gem. Conc. Valley
100 LIZ. Port. Gem. Conc. Curb
$3.50 IF. Int. Port. Gem. Conc.
Curb and Gutter
1,400 ST. 4" Port. Gem. Conc.
Sidewalk
1900 Sc. 6" Port Gem Conc.
Is Ea. Type sd" Catch
Basins
2 Ea- Type "sD-2A" Catch
Ia. type "A" Catch Basin
Ea. Type b. Catch Basins
3 Ea. Type "PW- BD-1" Catch
Basins
10 Ea. Standard Manholes
s Ea. Adj. and Rep. Minor
Install.
2,3i0 sly. Topsoil
IS A. Seeding
100 sly. Sodding
1000 Gals. R. C. / Asphalt Tack
Coat
2 Ea. Aluminium Pole Base
2 Ea. 6 Foot Traffic Detector
Encasement
2 Ia. Conduit Junction Wells
40 L.F' 4" Bit. Fiber Conduit
Under New Pavement
100 L.F. 2" Galv. Conduit Under
New Pavement
6 Ea. Four-Way Metal Street
Name Signs
LIS. Maintenance of Traffic
200 C.Y. Select Borrow (TRM)
100 Tons Cold Laid Bit. Conc.
(TRM)
aas---sss
CONTRACT NO. 1921
POPLAR AND SPRUCE AVENUES,
ELSMERE
New Castle County
o.32f Miles
2" Hot Mix AsphaItic Concrete on
5" Waterbound Macadam 3 a e
Course
Time for completion-so Working
Cost for Contract oocuments-s5.oo
LIS. Clearing and Grubbing
4,592 C.Y. Excavation
8 C.Y Removal of Existing
Masonry
$500 C.Y. Select Borrow
1890 Tons Waterbound Macadam
Base Course
$50 Tons Hot Mix, Hot Laid
Asph. Conc.
ESQ If. Is" r. G. Pipe
80 LF. A. V. G. Pipe
100 L.F. Port. Gem. Conc. Curb
also If. Int. Port. Gem. Conc.
Curb & Gutter, Type l
225 ST. 4" Port. Gem. Conc.
Sidewalk
1870 ST. g. Port. Gem. Conc.
Ia. type y" Catch Basins
. Ia Manholes
IL Ea. Adj. and Rep. Minor
installations
500 sly a. Topsoil
is a. Seeding
1900 Gals. re. Asphalt Tack
Coat
200 C.Y. Excavation of Insult
able Material
2 Ia. Special junction Boxes
LIS. Maintenance of Traffic
100 C.Y. Select Borrow (TRMD
100 Tons Cold Laid Bit. Conc.
pss--ass
CONTRACT NO. 1925
BRIDGE No. ABROAD No. 30
LONG BRIDGE
New Castle County
o.262 Mile
r a st PreSUeSSe0 HeinrorCcO
Portland Cement Concrete Bridge and
Bituminous Approaches
Time for Comprehension Working
Days
Cost for Contract Documents
5000
LIS. Clearing and Grubbing
$50 C.Y. Excavation
$50 C.Y. Excavation for Struc-
lures
5000 C.Y. Borrow
1900 C.Y. Select Borrow
IS Tons Hot Mix Asphaltic
Concrete
3.400 sly. Coarse Aggregate
1 700 Gal. re. / Asphalt
LOO Gal re. Asphalt
HAS C.Y. Port. Gem. Conc. Mas
onry in Footings