Milford chronicle., 1934-07-27

structure
CONTRACT cNs4
BIRDS CORNER ROAD $500 Fl.
6tumInous Surface
(New Castle County,
Clearing and Grubbing Right of Way
Lump Sum
$500 So. Yds. Broken Stone Bas'
1.1OO Gu. Yds. Excavation
$500 So. Yds. One inch Bit Conc. Sur
face Course
! 10 Gu. Yds. Glass A Concrete
200 Lbs. Reinforcement
30 Lin. Fl. IL" c. NJ. Pipe
20 Lin. IT r." T & @ r. c. Pipe
100 Lin. Ft. 6" Tile Underdrain- Com
! plete in Place
1 100 Lin. Fl Relaid Pipe
FAULK RoAD-oRUees RD. .NAA-
MANS RD. o.64 MI.
20 Fl. Pavement
New Castle County,
1900 Gu. Yds. Excavation
10 Gu. Yds. Rock Excavation
$500 Tons Ballast Sub Base
6,1OO So. Yds Removal of Present Tar
Mat
$500 So. Yds. Bituminous Conc. Sur
face Course
10 Gu. Yds. Glass A Concrete
IL. 500 Lbs. Reinforcement
so Lin. Fl. y" T & G R C. Pipe
10 Lin TT. "a" r. c. Pipe
800 Lin Ft s" Pipe Underdrain
200 Lin. Fl. Removal of old Dry
Stone Wall Fence
$50 Lin. Ft. Relaid Pipe
800 Gu. Yds. Concrete Curb
CONTRACT cNss
FAULk I'd -NAAMANs HD.-PA
STATE LINE o5s MI
22 Fl. Pavement
(New Castle County,
1000 Gu. Yds. Excavation
10 Gu. Yds. Rock Excavation
400 Gu. Yds. Gem. Conc. Pavement
OR 400 Gu. Yds. Gem. Conc. Pavement
Central Mix
1.500 Tons 2" Bit. Conc. Surface
10 Gu Yds clas. A Concrete
IL Lin. Ft. 20" c. l. Pipe
1O.5OO Lbs. Reinforcement
12O Lin. Ft. IS" R. c. Pipe
275 Lin. Fl. Relaid Pipe
2s5 Gu. Yds. Concrete Curb
CONTRACT cN37
THoRoUGHFARE NECK ROAD
a. MI.
Fl. Pavement
New Castle County,
Clearing Right of Way-Lump Sum
II. 1.250 So Yds. w. Bound Broken Stone
Base Course
ll,Z5O 80. lbs. One men BIZ. Cohc. sur
face Course
go Lin. Ft. ~" c. NJ. Pipe
20 So. Yds. Glass A Concrete
100 Lin. Fl IL" T & g r. C. Pipe
so Lin. Fl. "a" r. c. Pipe
50 Lin. Ft. IS" R. c. Pipe
CONTRACT cNss
OAK HILL 2.e5 MI.
Fl. Pavement
(New Castle County,
Clearing Right Of Way-Lump Sum
$500 So. Yds. W Bound Broken Stone
Is. 200 So Yds. One inch Bit. Conc. Sur
face Course
80 Gu. Yds. Class A Concrete
80 Lin. Fl IS" C NJ Pipe
$50 Lin. Fl. u" T & G R. c. Pipe
"a Lin. Ft. IS" r. c. Pipe
"a Lin. Fl "a" R. c. Pipe
100 Lin. Ft. Relaid Pipe
100 Lin. FIT. 6" Pipe Underdrain
CHESTNUT HILL ROAD OBS ML
9 Fl. Pavement
tNeW Castle County,
Clearing Right of Way-Lump Sum
500 Gu. Yds. Excavation
$50 Gu. Yds. Excavation
J. 300 So Yds. w. Bound Broken Stone
Base Course
80 Gu. Yds. Class A Concrete
), 800 So. Yds. One inch Bit Conc. Sur
face Course.
900 Lbs Reinforcement
% % Lin. Lin F. E 1s" 1s" C. C. N N. PIDs PlDs
60 Lin. Fl. 12" & G r.. c. Pipe
80 Lin. TT. "a" r. G Pipe
20 Lin. Fl Relaid Pipe
100 Lin. Fl 6" Pipe Underdrsin
Cn DIafn DYahhIa I
CONTRACT cN4o
WEST END AVE.-HoLLoWAY
TERRACE 500 Fl.
IS Fl. Pavement
(New Castle County,
160 Gu Yds. Excavation
900 Sq. Yds w. Bound Broken Stone
Base Course
300 So. Yds. One inch Bit. Conc Sur
face Course
46 Gu. Yds. Glass A Concrete
Catch Basin & Drop Inlet Castings
220 Lin. Ft. 12T T & @ r. c. Pipe
~ Lin. Fl IS" r. c. Pipe
$40 Lin. Ft. Relaid Pipe
"a Lin. FIT. IS" R. c. Pipe
CONTRACT cN4t
GREEN ST. q LAWSON AVE-.
CIAVMONT
concrete Pavement q Sidewalk 1918 Fl.
1850 Gu. Yds. Excavation
10 Gu. Yds- Rock Excavation
$50 Gu. Yds. Gem. Conc. Pavement
IR $50 Gu. Yds Gem Conc. Pave
ment Central Mix
100 Gu. Yds. Gem. Conc. Sidewalk !
10 Gu. Yds Class A Concrete
5000 Lbs. Reinforcement
10 Drop Inlet Castings :
210 Lin. FIT. 10T Vitrifed Clay
Pipe ,
1SOLin. Ft. IL" vitrined Clay :
Pipe
200 Gu. Yds. Conc Curb and Gut I
ter.
Performance of contract shall COM. 4
ence within ten G0) days after exc y
Ition of the contract and be complet- !
as specified. E, -
Contracts 157 and 367 come under the 8