HomeMy WebLinkAboutResolution - 3241 - Accept Paving Improvements - Rhode Construction - 34Th & Quaker Intersection - 11_09_1989Resolution #3241
November 9, 1989
Item #10
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A RESOLUTION ACCEPTING IMPROVEMENTS ON PORTIONS OF STREETS, AND/OR
AVENUES AS LISTED BELOW:
WHEREAS, the City",gfAubbock heretofore entered into Contract with
Rhode Construction -Company for the making of street improvements on portions
of streets and/or avenues in said City including among others the following:
34th Street and Quaker Avenue Concrete Intersection Construction
WHEREAS, the construction of the above improvements on the above -
mentioned street was performed under the supervision of the City Engineer,
and said improvements have been completed and have been inspected and found
to have been constructed in accordance with terms of said Contract, Project
No. 9402; NOW THEREFORE:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
SECTION 1. THAT the improvements on said portion of 34th Street and
Quaker Avenue BE and the same are hereby accepted and the City Engineer BE
and he is hereby authorized to direct the final payment to the contractor in
the amount of $16,015.12.
SECTION 2. THAT this Resolution shall take effect and be in force
from and after its passage.
Passed by the City Council this 9th day of November ,
1989
46.
B. C. McMINN, MAYOR
--Ranettee.$oyd, City Secretai4y
APPROV D AS TO CONTENT:
arry Hert 1, City Eng neer
AP PR D AS TO FORM: 1 1
7
. Worth Fullingim, Assista City
Wrney
MONTHLY ESTIMATE
CITY OF LUBBOCK
Project: 34th. & Quaker Concrete Intersection Project No. 9402
Contractor: _ Rhode Construction Company Estimate No. 4 & FINAL
Address: P. 0. Box 53370 Contract $, 316,767.18
Lubbock, Texas 79453
Estimate Period From October 20,
r 19 89 to
November 9, r 19 89
On First estimate and final estimate use actual work dates
ITEM
UNIT OF
PROJECT
WORK DONE
CONTRACT
MEASURE
EST. QUANTITIES
ON CONTRACT
PRICE
AMOUNT
7. 1-1/2" compacted THD Tvpe "C"
Sly.
312
387.73
8 in 74
9 11
A.C. paving, 9' asphalt
stabilized gravel base, prime
tack coat 1:2 diluted emul—
sion at rate of 0.10 gallon
per square yard, and removal
and hauling to desijznated a e
of existine Davine and base.
8. Hot Mix Resurfacing includine S.Y.502.15
removal and disposal of exist-
ing asphalt surface and re—
paving with 1-1/2" of Type
"5rr hot mix on an oiled base.
9. Sawing of contraction and I L.F. I 8,300 1 8,574 ) $ 2.5 �$ 21,949.44
longitudinal ioints. sealing
the
Mead
APPROVED:
Engineer
Engineer
7&",4
De t. Hea
j
Director
.
ti S9
(�.1 �f r11afrf1115 t�V:
s�
oats
'7
QheCked hy•
Date
Date
Total Amount of Work Done ....... $ 316, 679.19
Less 5 `% Retained ............. $ 0
Diffeience ............... .. , S 316,679.19
Less Special Deduction ........... S 0
Less Liryuidated D;tmage ......... S 0
Less Previous Payments . ......... S 300, 664.07
Amount Due this Estimate......... $ 16,015.12
MONTHLY ESTIMATE
CITY OF" LUBBOCK
34th. & Quaker Concrete Intersection
Project Project No. 9402
Contractor: Rhode Construction Company Estimate No. 4 & FINAL
Address: P.D. Box 53370 Contract $ 316,767.18
Lubbock, Texas 79453
Estimate Period From October 20, , 1989 to November 9, , 19 89
on First estimate and final estimate use actual work dates
ITEM UNIT OF PROJECT WORK DONE CONTRACT
MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT
1. 8"thick reinforced concrete S.Y. 6,160 6,179.58 38.03
paving with 5% entrained air,
Class "C" 3600 psi concrete.
2. 6" concrete curb & gutter L.F. 1,400 1.431.58 7.98
or 30" wide separate gutter,
including removal and dis-
posal of existing C & G.
3. Six Foot storm sewer inlet Lump 1 Completed 3,175.00 9 3.175.00
box including removal and Sum
disposal of existing box.
4. Alley Returns: Reinforced
S.Y.
75
80.80
30.32
2.428.03
concrete(3 000 si/7da s
5" thick Incl. removal and
disposal of existing returns
5. Driveway Returns: Reinforced
S.Y.
577
438.67
25.56
11,212
concrete(3 000psi/7 day)
5" thick driveway returns
including removal and dis-
posal of existing driveways.
6. Sidewalk: Concrete slab and
S.Y.
610
446.03
23.33
10 405.88
sidewalk adjustment with
4" thick, air entrained (5%)
concrete(3,000 psi/7 day)
including removal and dis-
osal of existing slabs.
APPROVED:
Fn, F^ ''' hr' e
Total Amount of Work Done ...... c
�
Less 5 'O Retained ............. S
Difference ...............
........ ...5
Less Special Deduction . ......... S
Less Liquidated Ddmage ......... 5
Less Previous Pavnients . ......... S
Amount Due this Estimate......... $
<:r t'uratinns hV:
Engineer Date
Checked t, :
Devt. Head Date
L
Director Date