Milford chronicle., 1963-05-10

l3S,Tll Ids. Bar helniofcefnent
80 Sqs. Wire Mash Reinforce
$50 L.F. IL" r. c. Pipe
$500 LF. is" r. c. Pipe
7z5 L.F. 1S" r. c. Pipe
IT'S LF. 21" r. c. Pipe
SIS L.F. 24' r. c. Pipe
10 L.F. "a" r. C. Pipe
$50 L.F. 30' r. c. Pipe
SIS L.F. 36" r. G. Pipe
12o L.F; 3s is"xs7" x p..,sS ACcM Pipe
so L.F. 50"x31" ACCM Pipe
Arch, 10 Ga, Paved
200 L.F., A. ". c. Pipe
200 LIE. s" ". G. Pipe
200 L.F. s. v. c. Pipe
500 LF. 6" PERI: c. M. Pipe
Underdrain
275 S.Y. Port. Gem. Conc. Gut
- ter, Type type MO Mod. conc a.,
ter, Approach
10 s.Y. Port. Gem. Conc. Gut
ter, Transition
1000 L.F. Port. Gem. Curb, Type
90 L.F. Int. Port. Gem. Conc.
Curb and Gutter, Type 2
14,100 LF. Port. Gem. Conc. Park
way Curb. Type 2
1000 s.F. Z" Port. Gem. Conc.
500 s.F: g. Port. Gem. Conc.
sidewalk
80 Ea. Type AL" Catch Ba-
sins
/ Ea. Type Az" Catch Ba-
Ea- Type 'A-s" Catch Ba-
sins
2s Ea. Type 'rw-BD-1" Catch
Ea- Type "PW-BD-2" Catch
Basins
3 Ea. Type X2 Catch Basins
IL Ea. Standard Manholes
2 Ea. Offset Manholes
30 la. Adj. and Rep. Minor In
stall.
1900 LIE. Wire Rope Guard Fence
1e Ea. End Post Attachments
1880 sly. Topsoiling
6 A. Seeding
$500 sly. Sodding
700 L.F. Lateral Ditching
5 Tons Calcium Chloride
$50 sly. Riprap, Grouted
35 sly. Riprap, Plain
$500 sly. Removal of Existing
Port. Gem. Conc. Pavement
LIS. Removal OF Portions OF
Exist. Structure (Sta. 20+
LIS. Removal OF Existing
Structure (Sta. 28+)
875 S.Y. Stream Bed Paving
10 C.Y. Subfoundation Con-
crete
LIS. Placing Reinf. Port
Gem. Conc. Cover on Exist.
Catch Basin
SO ST. Reset F,iagstone Walk
"a Ea- Conduit Junction Wei
100 LF. 4" Non Metallic Con.
duit Under Exist. Pavement
200 ItF. 4" Non Metallic Con.
oAlt Under New Pavement
$50 L.E. 2" Galv. Cond. Under
Exist Pavement
500 L.F. ~ Galv. Cond. ITndel
New Pavement
1000 IF. III" Galv. Conduit Un
der New Pavement
9 Ea. Steel Pole Base
2 Ea. m" Cabinet Base
3 Ea. Install. of Lane typ
Magnetic Detectors
LIS. Maintenance of Traffi
zoo Tons Cold Laid Bit. Conc
(TRM)
200 Tons Quarry Waste (TRM
Attention is called to the Speci,
Provisions In the proposals, tn
specifications and the Contract A
greement.
The Provisions of the Federal-a al
Highway Act as amended are ar
Piicable to Federal-aid Projects.
minimum wage rates have bee
predetermined by the Departmel
OF Labor and Industrial Relation
OF the State Of Delaware and g
set forth In the advertised specif
cation.
The employment agency for tn
contract shall be the Delawal
State Employment Service who.
offices are located at 801 We
Street, Wilmington, 135 Soui
Bradford Street, Dover, and Nor
Race Street, Georgetown.
performance of contracts shs
commence and be completed /
specified.
Monthly payments will be ma,
Ior ninety (9O) percent of the col
Bidders must submit propose
upon complete forms as provid.
by the Department for bidding pu
poses.
Each proposal must be acco,
panied by a surety bond, certifi
check, or money to the amount
at least ten (10) percent of Il
total AMOUNT of the proposal.
The envelope containing the Or
posal must be marked "Propos
Tor the construction of State Hig
way Contract No. -"
The contracts will be awarded
rejected within twenty (20) dfa
from the date of opening propose.
The right is reserved to reie
any or all bids.
Prospective bidders who ha
been prequalified in accordan n
with the requirements Of the sta
dard Specifications may obtain Cd
tract documents from the Highyt.
Department Office, Third Flo,
Administration Building, Dow,
delaware, at the prices indicat
Tor each contract. Additional con
OF proposals only may be obtain
at a cost of $500 per copy. 90
tract Documents need not be ,
turned and no refunds will be ma,
Make checks payable to the DeI
ware State Highway Department
Address all requests for pla
and proposals to William j. Mill
Jr., Director of Operations.
DELAWARE STATE HIGHWy
DEPARTMENT
BY: N. Maxson Terry, Chairma,
William }. Miller, Jr., Direc
April s0s1s63 a''