HomeMy WebLinkAboutOrdinance 2618 ORDINANCE 10. -2 G
AN ORDINANCE REFERRING BIDS FOR THE IMPROVE-
MTTS OF A PORTION OF ROSEDALE STREET IN THE
CITY OF FORT WORTH, TEXAS, TO THE DEPARTMENT
OF PUBLIC WORKS FOR A REPORT THEREON,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH, TEXAS2
SECTION 1,
That Bids for the construction of improvements on Rosedale Street,
from the westerly line of South Main Street to the easterly line of Ei-
ghth Avenue, save and except the intersection of Hemphill Street, in the
City of Fort Worth, Texas, having on the seventh day of December, 1949,
been opened and read and the following persons had filed Bids for the
performance of such work or part thereof, to-wit:
Brown & Root, Inc., Fort Worth, Texas
Texas Bitulithic Co., Fort Worth, Texas
Worth Construction,.Co., Fort Worth, Texas
that such Bids be and the same are hereby referred to the Department of
Public Works, which is directed to cause to be promptly filed with the
City Council, a report and recommendation thereon.
SECTION 2.
That this Ordinance shall take effect from and after its passage.
APPROVED AS TO FORM:
CITY ATTORNEY
REPORT OF THE DEPARTMENT OF
PUBLIC WOKS
TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF FORT WORTH:
Your Department of Public Works to which was referred the Bids for the
improvement of Rosedale Street, from the westerly lis' of South Main Street to
the easterly line of Eighth Avenue, save and except the intersection of Hemp-
hill Street, in the City of Fort Worth, Texas, hereby respectfully reports to
your Honorable Body that it recommends the acceptance of the Bid of Brown &
Root, Inc., for the performance of said work at and for the following prices,
to Witt
Item unit
No. Description qusntitz Price Amount
1. Unclassified Street Excavation 11,500 C.Y. $1.00 $11,500.00
2. Combined Cone. Curb & Gutter 3,000 L.F. 1.90 5.700.00
3. Unclassified Structural Excavation 790 C.Y. 4.Oo 3,1120.00
4. 6" Reinforced Concrete Base 4,300 S.Y. 3.40 14, 20.0o
5. lis Hot Mix Asph. Cone. Surface 10,000 S.Y. 0.90 9,000.00
6. Hot Mix Asph. Cone. Level-up Course 270 Tons 11.40 3,079.00
7. Structural Cone. for Retaining Walls 340 C.Y. 65.00 22,100.00
8. Reinf. Steel for Retaining Walls 11,800 Lb. 0.16 1,ggg.00
9. Standard 51 Conc. Inlets 70 Each 145.00 10,150.00
10. Standard V Conc. Manholes 4 Each 145.00 580.00
11. Std. Conc. Driveway Approaches 4,200 S.F. 0.50 2100.00
12. Std. 30" Reinf. Conc. Culvert Pipe g69 L.F. 5.00 4:345.00
N1 Std. 24" Reinf. Conc. Culvert Pipe 330 L.F. .00 1,320.00
1 . Std. 18" Reinf. Conc. Culvert Pipe 524 L.F. 3.00 1572.00
15. Std..15" Reinf. Conc. Culvert Pipe 758 L.F. 280 2,122.40
16. Std. 5" Conc. Sidewalk 32,000 S.F. ONO 12,900.00
17. Unclassified Trench Excavation 1,100 C.Y. 4.00 4,40o.00
1g. Removing Existing Conc. Curb 8,000 L.F. 0.12 960.00
19. Removing Existing Conc. Gutter 5,600 S.F. 010 560.00
20. Removing Exist. Driveway Approaches ,200 S.F. ONO 20.00
21, Removing Existing Pavement 1,500 S.Y. 0.6o 900.00
22. Removing Existing Frees 128 Each 25.00 3,200.00
23. Removing Existing 31 Inlets 41 Each 35.00 1,435.00
2 . Removing Existing 51 Inlets 12 Each 50.00 600.00
25. Removing Exist. Retaining Walls 105 L.F. 1.45 1 2.25
26. Removing Exist. Conc. Sidewalk 32,000 S.F. 0.12 3,940-00
27. Adjusting Existing Manholes 19 Each 22.00 418.00
28, Waterproofing Retaining Walls 4,420 S.F. 0.70 3,094.00
29. Traffic Markers 0.900 M 1,225.00 1,102.50
30. Comb. Conc. Curb & Gutter 7,500 L.F. 1.90 14,250.00
31. 6" Reinforced Conc. Base 27,700 S.Y. 3.10 g ,$70.00
32. 1i" Hot Mix Asph. Conc. Surf. 27,700 S.Y. 0.90 24,930.00
TOTAL COST $252,127.15
Respectfully submitted,
DEPARTMENT OF PUBLIC wORHS
By_� r
Director , ublic orks
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