HomeMy WebLinkAboutOrdinance 2607 ORDINANCE N0.
AN ORDINANCE APPROVING THE SPEC�IIFICATIONS .
FILED BY THE DIRECTOR OF PUBLIC WORKS FOR
IITROVMMTT OF A PORTIO,T OF ROSEDALE
STREET IN THE CITY OF FORT WORTH, TEXAS.
BE IT ORDAII,= BY THE CITY COUNCIL OF THE CITY OF FORT WORTH, TESAS:
Section 1.
That the Director of Public Works having on the 16th day of November,
1949, filed with the City Council complete Specifications for the improve—
ment of Rosedale Street, from the westerly line of South Main Street to the
easterly line of Eighth ►venue, save and except the intersection of Hemphill
Street, the same be and are hereby approved as the Specifications under which
said work shall be done.
Section 2.
That the City Secretary is here', directed to advertise for Bids for the
construction of the said improvements in accordance with the said Specifications,
which advertisement shell be inserted one or more times in the Fort Worth Star
Telegram, 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 Cid* Council on or
before the 6th dBq of December, 1949, at 10:00 otclock A.M. upon which date shall
be opened and read as prescribed by the City Charter. That the first publication
of said advertisement shall be not less than ten (10) days before the ':,-te here-
in set for opening of Bids.
Section 3.
That this Ordinance shall take effest from and after its passage.
APPROVED AS TO F0R1.1:
CITY ATTORTITEY
P 1INARY ESTIMATE
ROSRflALE PAVING PROJECT
No. QUAA)L.• UNIT DESCRIPTION PRICE AZDUNT
4,37 3.�. 6" Reinf. Concrete base $ 3. � 12,W.00
2 10,000 S.Y. li" Hot Mix Asphalt Cone. Surf. 0.80 80000.00
3 270 Tons Hot Mix Asph. Cone. Level-up Course 10.00 2,700.00
4 3,000 L.F. Comb. Cone. Curb & Gutter 1.80 5,400.00
5 340 C.Y. Struct. Cow. for Retaining galls 45.00 15000.00
6 11,800 Lb. Rsinf. Steel for Retaining VPalls 0.13 1,534.00
7 11,500 C.Y. Unclass. Street Excavation 0.90 10,350.00
8 780 C.Z. " Struct. " 3.50 2030.00
9 70 Ea. Standard 51 Cone. Inlets 140.00 90800.00
10 4 Ea. " 4! " Manholes 130.00 420.00
11 41200 S.F. n Cone. Davy. Approaches 0:45 10890.00
12 869 L.F. " 30" Reinf. Cone. Calvert Pipe4.50 3010.50
13 330 L.F. n 24" n n n n 4.00 1,322.00
14 524 L.F. n 18n n n n n 3.50 1,834.00
15 758 L.F. n 15n n n n n 3.00 2,274.00
16 32,,000 S.F. " 5" Cone. Sidewalk 0.35 11,200.00
17 1,100 C.Y. Unclass. Trench Excavation 3.00 3000.00
18 8,000 L.F. Removing Existing Cone. Curb. 0.15 1,200.00
19 51600 S.F. " " " Gutter 0.10 560.00
20 4,200 S.F. " " Drvy. Approaches 0,10 420x00
21 1,500 S.Y. " " Pavement 0.50 750.00
22 128 Ea. n ++ Trees 10.00 19280.00
23 41 Ea. " " 31 inlets 25.00 10025.00
24 12 ga. n n 51 n 40.00 480.00
25 105 L.F. " �+ Retaining Nall 1.50 157.50
26 32,000 S.F. " " Cone. Sidewalk 0.07 20240.00
27 19 Ea. Adjusting Existing Manholes 10.00 190.00
28 4,420 S.F. Waterproofing Retaining Walls 0.15 663.00
Sub-TOTAL 9103P828,00
TESNATE TM M-AFF C STRIPE
29 00900 M Traffic Maskers 650*00 585.00
ALTERRATE TYPES OF P VH1MT
0 7s,5WComb. Cone. Cart and Gutter 1.80 13,500.00
31 27,9700 S.Y. 7" Reinf. Cone. Pavement 3.75 103x875.00
32 27,700 S.Z. 6n n n Base 3.00 83,100.00
33 27,700 S.Y. li" Hot Mix Asph. Cone. Surf. 0.80 22,160.00
34 309500 S.Y. 7" Reinf. Cone. Pvmt.(for Integral
Curb) 3.75 114,375.00
35 7,500 L.F. Integral Cone. Curb. 0.50 3,750.00
TDTAL COST OF PROJECT:
7" Reinf. Cone. Pvat. with Curb & Gutter . Sub Total � 30 & 31 ' $221,203.00
6" " " Base " li" Asph. Surf. & Curb & Gutter-
Sub-Total � 29 � 30 � 32 � 33 • 223,173.00
7" Reinf. Cone. Pvmt. with Integral Curb - Sub-Total � 34 � 35 = 2210953.00