HomeMy WebLinkAboutResolution - 3430 - Accepts Improvements- Midwest Concrete Inc- Arnett Benson Sidewalk Installation - 08/09/1990JES:dw
Resolution # .3430
August 9, 1990
Item #19
RESOLUTION
A RESOLUTION ACCEPTING IMPROVEMENTS AS LISTED BELOW:
WHEREAS, the City of Lubbock heretofore entered into a Contract with
Midwest Concrete, Inc., for the making of sidewalk improvements in said City
including among others the following:
Arnett Benson Sidewalk Installation
WHEREAS, the construction of the above sidewalk improvements was
performed under the supervision of the Community Development Administrator,
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. 3113-599612-0001; NOW THEREFORE:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
SECTION 1. THAT the sidewalk improvements BE and the same are hereby
accepted and the Community Development Administrator BE and is hereby
authorized to direct the final payment to the contractor in the amount of
$1,276.13.
SECTION 2. THAT this Resolution shall take effect and be in force
from and after its passage.
Passed by the City Council this 9th day of August , 1990.
B. C. MCMI N, 74AYOR
T:
arvette boya, uity Secretary
APPROVED AS TO CONTENT:
Sandy tree" Community Development
Administrator
APPROVED AS TO FORM:
J E. S of s, Jr., As to Trial
A ney
MONTHLY ESTIMATE
CITY OF LUBBOCK
Project: Arnett Benson Sidewalk Installation
Project No.
599612
Fn, Fn ''s n"„ E,
Contractor. Midwest
Concrete Inc.
Estimate No.
4 & FINAL
Engineer Dat
Chect.ea t.
Address: P.O. Box
3964
Contract$
21 ,970.69
Lubbock,
Texas 79452
*
1,375.68 C.O. No. 1
$
23,346.37
Estimate Period From
July 1, , 19 90 to July 9,
. 1990
On First estimate and final estimate use actual work dates
ITEM
UNIT OF PROJECT
I
WORK DONE CONTRACT
MEASURE EST.GUANTITIES1
ON CONTRACT
PRICE AMOUNT
1. Sidewalk Construction -4" S.Y.-t-244- 1 .286.89
thick by 4' wide Class A 1,301.80
3,000 Psi/28day, 5% air
entrained concrete.
2. Drive Approaches -4" thick S.Y. --}fig_ 261.43 3,882.24
Class A, 3,000psi/28day * 183.34
a air entrained concrete
3. Parking' Slabs 4" thick, S. Y. -9A- 195.48 2,902.88
Class A, 3,000psi 28 day, *J13.60
5% air entrained concrete.
4. Curb and Gutter Class A, L.F. 44 46 S 7.00 $ 322.00
psi/28 day, 5% air
entrained concrete, including
pavement pacing.
* Fioures i
APPROVED:
"7 (j"%
9 D
Fn, Fn ''s n"„ E,
Tot it Amount of Work Dore ........S
Less 5 % Retained ............. $
Difference ........ ... c
Less Special Deduction . S
Less Liquidated Damage .. ... $
Less Previous Payments. ...... S
Amount Due this Estimate....::... $
25 ,522.52
0
25,522.52
24,246.39
1,276.13 -
(d!Cul.lh nnz hY:
*{/��
�[
Engineer Dat
Chect.ea t.
Dept. Head Date
Director Date