HomeMy WebLinkAboutOrdinance 4207 ro
,is s
ORDINANCE NO. �
AN ORDINANCE APPROVING THE SPECIFICATIONS FILED BY THE
PUBLIC WORKS DIRECTOR FOR THE IMPROVEMENT OF A PORTION
OF THE SEMINARY DRIVE EXTENSION IIF.TME CITY OF FORT
WORTH, TEXAS
WHEREAS, the Public Works Director on the 12th day of November, 1959,
filed with the City Council complete Specifications for the improvement of a
portion of the Seminary Drive Extension, as follows:
SEMINARY DRIVE EZENSION (A portion of which is presently known
as Prince Street)t from the easterly line of Hemphill Street to
the Westerly line of the west service road of the North-South
Freeway, known and designated as Unit No. 3.
THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH, TEXAS:
SECTION 1.
That the same be and are hereby approved as the Specifications under
which said work shall be done.
SECTION 2.
That the City Secretary is hereby directed to advertise for Bids for
the construction of the said improvements in accordance with the said Specifications,
which advertisement shall be inserted one or more times in the Fort Worth Press,
a newspaper of general circulation in the City of Fort Worth, and shall call for
sealed Bids for the said work, to be filed with the City Council on' or before the
8th day of December, 1959, at 10:00 a.m. upon which date such bids shall be opened
and read as prescribed by the City Charter. That the first publication of said
advertisement shall not be less than ten (10) days before the date herein set for
opening of Bids.
SECTION 3.
That this Ordinance shall take effect from,and after its passage.
APPROVED AS TO FORM:
Assistant City Attorney
V
ESTIMATE OF COST FOR
CONSTRUCTION OF SEMINARY DRIVE
FFIJM HEMPHILL ST. TO AFS FREEWAY
Estimate is based on the construction of two 34-foot roadways with left turn
medians.
Type of Pavement: 7" Reinforced Concrete on 411 Compacted Foundation Course.
Purchase of Right-of-ray: 10. Feet by 143 Feet 0 the intersection of Seminary
Dr. and West Service Road N-S Freeway, Texaco Co.
Construction Cost:
Item Unit Quantity Price Amount
1. Unclass. Street Excavation C.Y. 20,980 1.00 20,980.00
2. Unclass. Channel Excavation C.Y. 4750 1.50 2,625.00
3. Uhclass. Trench Excavation C.Y. 1,100 2.25 2,475.00
4. Std.6O"Reinf.Conc.Culy. Pipe L.F. 108 20.00 2,160.00
5. Std.48"Reinf.Conc.Culy. Pipe L.F. 98 13.25 1,298.50
6. Std.42"Reinf.Conc.Culy. Pipe L.F. 180 12.50 2,250.00
7. Std.27"Reinf.Conc.Culy. Pipe L.F. 54 6.50 351.00
8. Std.24"Reinf.Conc.Culy. Pipe L.F. 18 6.00 108.00
9. Std.15"Reinf.Conc.Culy. Pipe L.F. 24 4.75 114.00
10. Special Manholes Ea. 2 500.00 1,000.00
U. Special Drop Inlets Ea. 1 600.00 600.00
12. 5' x 51 Drop Inlets Ea. 1 500.00 500.00
3.3. Cone. Connection Collars Ea. 2 50.00 100.00
14. Double 101 Inlets Ea. 2 600.00 4200.00
15. Laying 18" Pipe L.F. 186 3.00 558.00
16. 611Conc. Sub-Drain Parkway L.F. 800 1.50 1,2.00.00
17. Cone. Sub-Drain Pavement L.F. 1,200 1.50 4800.00
18. 4" Cone. Surface Drain S.F. 1,120 0.50 560.00
19. Unclaas. Struct. Excay. C.Y. 375 4.50 1,687.50
20. Reinf.Steel For Ret. Walls Lbs. 19,182 0.15 2,877.30
21. Struct.Conc. for Ret. Walls C.Y. 235 50.00 11,750.00
22, Handrail L.F. 162 6.00 972.00
23. Remove Existing Frees Ea, 8 47.00 376.00
24. Remove Existing Curb L.F. 265 0.30 79.50
25. Remove Existing Otter S.F. 530 0.30 159.00
26. Remove Existing Drive Approach S.F. 150 0.30 45.00
27. Std.B"Curb & 2'Gutter(Type A) L.F. 7:050 1.90 13,395.00
28. Std.6"Curb & 1'Gutter(Type B) L.F. 6,150 1.50 9,225.00
29. Std.6"Conc.Drive Approach S.F. 530 0.80 424.00
30. Std.S"Conc. Sidewalk S.F. 230 0.60 138.00
- 1 -
Construction Cost Cont Id,.-
Item Unit Quantity Price Amount
31. Flexible Base C.Y, 165 3.00 $ 495.00
32. Hot—Mix Asphaltic Concrete Ton 37 10.00 370.00
33• 4eSareinf.Conc. Median S.F. 2,800 0.50 4400,00
34. 7"Reinf.Conc. Pavement S.Y. 26,000 4.10 106,600.00
Estimated Cost of Construction 189p872.80
Engineering & Contingencies 17,000.20
Total Cost of Construction 6 206,9873-00
Less Property Owners Portion:
1070 Fr.Ft,Rss.® $5.50 =$ 5,885.00
4430 Fr.Ft.Comm.®$]1.30# 52,059.00 55,944.00
Cityts Portion of Const. Cost 150,929.00
Estimated Cost of Right--of—Way
Purchase 2,000.00
Total Cost to City $ 152,929.00
PUBLI C WORKS DEPAR24ENT
ENGINEERING DIVISION
M.W. ANIS, JR., CHIEF SIGINEER
FMP:dr 11-10-59
REPORT OF PUBLIC WORKS DIRECTOR
TO BE FILED WITH SPECIFICATIONS
TO THE QTY COUNCIL OF THE CITY OF FORT WORTH:
Herwith we hand you Specifications for the improvement of
a portion of the Seminary Drive Extension, as follows:
SEMINARY DRIVE EXTENSION (A portion of which is presently
known as Prince Street): from the easterly line of Hemphill Street to
the westerly line of West Service Road of the North-South Freeway known
and designated as Unit No. 3.
We have included in said Specifications as directed by the
Ordinance of the City Council ordering said work Specifications for the
following materials, to-wit:
A. 7" Reinforced Concrete Pavement.
B. 1j" Hot Mix Asphaltic Concrete Surface on 6"
Reinforced Concrete Base.
Yours very truly,
C. M. THELIN
PUBLIC WORKS DIRECTOR
z Js s D o 0
SWb'Ob' OS � W
o D
J 1S N N3
dbr
0
w JAY
3A d � Hl X/
z
le
S3W 17/'
C
O
W~V �
JQ �W
Q O
N�
yS �
.J
�y1=77
3,1V � b'61Y �
3A V 3015,
ODE L � R
O C
3�d 12/G',7sW
h'
W
O
R
2
W
m
ti
M
F— +
z0
o Q
L) LL) c~n
AVA133,Y3 H11105-H1dON
06
N09-776(/79 070
i
i
1NON634
NG'9/HOIW
� ' Z
O
J
M K
i
i
h
Q V1
Ll
V1
Lv
W 1S 771HdW3H
M
R +
�J :D 3AV c0
Q C� QCf) Q
i
M
--3937700