HomeMy WebLinkAboutResolution - 2581 - Accept Improvements - Caprock Highway Construction - 98Th Street Strip Paving - 05_28_1987Resolution #2581
Agenda Item #15
May 28, 1987
JWF:dw
WHEREAS, the City of Lubbock heretofore entered into Contract with
Caprock Highway Construction Co. for the making of street improvements on
portions of streets and/or avenues in said City including among other the
following:
98th Street Strip Paving from University Avenue
to Indiana Avenel and
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 in-
spected and found to have been constructed in accordance with terms of
said Contract, G.W.O. 44531; NOW TORE:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
SECTION 1. THAT the improvements on said portion of 98th Street 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 $4,956.71.
SECTTION 2. THAT this Resolution shall take effect and be in force
from and after its passage.
Passed by the City Council this 28th day of May , 1987.
c
. C. MCNIINN, MAYOR
Boyd, City Secretary
Y all. • '/ ,1 • - ' •Fullingim,m
r •rney
MONTHLY ESTIMATE
CITY OF` LUBBOCK
Project:
98th St. Strip Paving - Univ. to Indiana
Project No.
GWO 44531
Contractor:
Caprock Highway Construction Co.
Estimate No.
3 & Final
Address:
5185 - 69th Street
Contract $
$94, 978.00
Lubbock, Texas 79424
Estimate Period From May 1, , 19 87 to May 28,
, 19 87
on First estimate and final estimate use actual work dates
ITEM
UNIT OF
PROJECT
WORK DONE
CONTRACT
MEASURE
EST. QUANTITIES
ON CONTRACT
PRICE
AMOUNT
BID OPTION NO. 2
3. Surface aggregate THD P.B.C.Y.
210
202
$36.50
$7.373.00
Grade No.
Eastland-Brownwood meeting
sliver count and soundness
test) including loading
unloading, spreading, broomin
blading and rolling (one hour
per 1000 square yards) per
cubicyard;
4. Surface aggregate THD P.B.
C.Y.
300
2 Q
$36.50
$10,585.00
Grade No. 2 special
Eastland-Brownwood crushed
stone meeting sliver count and
soundness test) including
loading, freight, unloading,
spreading, brooming. blading
and rolling one hour per
1000 square
yard:
5. Extra Grade #2 special re-
C.Y.
25
S30.00
-------------
coated crushed stone left over
in stockpile after all two -
course asphalt surface is com-
pleted, including loading.
hauling to the City of Lubbock
storage lot at Municipal Hill
complete per cubic yard
delivered at Cit 's stockpile;
APPROVED:
Fm Fn `*` n"" e
Tut it Amount of Work Done . ... W
Less 5 "0 Retained ............. $
C
Difference ............... ....
Less Special Deduction . 5
Less Liriuidated Damage ......... 5
Less Previous Payments. ......... S
Amount Due this Estimate......... $
C;i if 11 i.l}If1115 OV'
Engineer Date
Checked t,:
Dept. Head Date
Director Date
MONTHLY ESTIMATE
CITY OF LUBBOCK
Project: 98th St.
Strip Paving - Univ. to Indiana
Project No.
GWO 44531
Contractor: _ Caprock Highway Construction Co.
Estimate No.
3 & Final
Address: 5185 -
69th Street
Contract $
$94, 978.00
Lubbock, Texas 79424
Estimate Period From
May 1. , 1987 to May 28,
.19 87
on First estimate and final estimate use actual work dates
ITEM
UNIT OF
PROJECT
WORK DONE
CONTRACT
MEASURE
EST. OUANTITIES
ON CONTRACT
PRICE
AMOUNT
6. Asphalt AC-5
polymerized
Gals.
6,400
5 015
$0.97
$4 864.55
asphalt + 3% rubber) applica-
tion of 0.35 allons S Y for
course #1 includingfu
rnishing,
,
cleaning and applying per
gallon;
7. Asphalt AC-5 polymerized Gals. 7,250 5,895 $0.97 $5,718.15
asphalt + 3% rubber applica-
tion of 0.40 gallons per s uar
and for course #2 including
furnishing, cleaning and
applying, pergallon;
8. 6" of caliche base including S.Y. 20,450 20,450 $3.05 $62,372.50
subgrade preparation, corn let
in Place
com-
pacted, with prime coat;
MC__1200 Asphalt, applied Gals. 4,525 4,770 $1.00 ,
Type A Grade 5 Aggregate, applied C.Y. 140 140 24.65--$3,451.00
APPROVED: Vn, Fnri's (I
Tot.;l Amount of Work Dore ....... W 99134.20
----------
Ceofff
Less 5 "t, Retained ............. $
Engine Date Difference ...5 99,134.20
Less Special Deduction . ....... S------------
) I�IVIIA-11r� Ct,ec,.eh h
Dept Head Date Less Liquidated D:tirage .... S-------- ----
Less PrPOotis Payments. ......... S 94,177.49
Otnetor Date Amount Due this Estimate......... $ 4,956.71
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