HomeMy WebLinkAboutResolution - 2633 - Accept Paving Improvements-Caprock Hwy Const-Drainage Channel Various Park Lakes - 09_10_198744
Resolution #2633
r September 10, 1987
.,-Agenda Item #21
JWF:dw
r• 1 .11 mtll y .04 1 k, 0 LODe••H
WHEREAS, the City of Lubbock heretofore entered into Contract with
Caprock Highway Construction Company for the making of drainage channel
improvements in several parks in said City including among other the
following:
1985 Park Drainage Channel Improvements located
in Park Lakes Nos. 19, 25, 26, 31, and 88.
WHEREAS, the construction of the above improvements on the above -
mentioned parks 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,
G.W.O. 0115751 NOW THEREFORE:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
SECTION 1. THAT the improvements on said portion of Park Drainage
Channels 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 $15,471.46.
SECTION 2. THAT this Resolution shall take effect and be in force
from and after its passage.
Passed by the City Council this lath day of September , 1987.
B. C. McMINN, MAYOR
q]Ranet
Boyd, City Secretaryv
� r
• Mt .irectorof
..�ion
APPFPVVD AS TO FORM:
J rth Fullingim, Assistant
i Attorney
Res. #2633
MONTHLY ESTIMATE
CITY. OF LUBBOCK
Project: Park Drainage Channel Improvements Project No. 1421-553107-9937
Contractor: Caprock Hwy. Const. Co. Estimate No. 8
Address• 5185-B 69th Street Contract $ 149,R49 go
Lubbock, TX 79424 Add Change Order #1 170,013.40
Estimate Period From November 11 19 86 to May 13 ' 1987
on First estimate and finai estimate use actuai work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
1. Drainage slab 4" thick rein-
S.F.
40 380 S.F.
$1.89
79,389.64
forced concrete 3 000# Ida
or extruded section including
subgrade preparation, complete
in place, per square foot•
2. Drainage channel, 40' wide
L F
4,700
9,423.36
graded and shaped ditch section
including excavation and
embankment preparation includ
ing temporary channel (phase 1
complete in place per linear
foot•
3. Unclassified excavation and
C.Y.
4,000 c.y.
606AP n
$2.50
19-705-00
embankment including stripping
hauling and performing of fill
(embankment "ordinary compac-
tion") complete in place, per
cubic yard;
4. Erosion structure 4" reinforce
S.F.
12 590 S.F
8,337.67
$1.79
14 924.43
concrete (3 000#/Ida includ-
ing subgrade preparation, com-
plete in place, per square
foot•
5. Curb & utter: 12" concrete
L F
442 L.F.
1,369.1
$5.35
8,009.23
curb & gutter, including site
clearance and subgrade re-
paration, complete in place
per linear foot•
7
E
W
MONTHLY ESTIMATE'
CITY OF LUBBOCK
Project: Park Drainage Channel Improvements Project No. 1421;553107-9937
Contractor: Caprock Hwy. Const. Co. Estimate No. 8
Address: 5185-B 69th Street Contract$ 142,842.90
Lubbock, TX 79424
Add Change Order #1 170,013.40
Estimate Period From November 11 19 86 to May 13 ' 19 87
On First estimate and final estimate use actual work dates
ITEM
UNIT OF
MEASURE
. PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT.
PRICE
AMOUNT
._Excavation of " "
S.F.
3,000 S.F
6.748.80
.75
5,061.60
logged)
dry soil including removal
processing as directed by the
engineer, complete in place per
Square foot:
6" PVC Sch. 40 water line
L.F.
100 L.F.
;;'
23.50
----------
sleeved w/ 12" PVC 100 P.S.I.
pipe, at least one dresser
style 40 pressure joint and
installation of an approved
6" repair coupling complete in
Place, er linear foot;
Elmore E
loDine i f
of Quak
r Avenue in line
w
will be
the sum of t
e .i
-
cost of
Unit 26-11.
(E Channel grading (unclass.
C.Y.
1,300 C.Y.
----_
2.89
-----------
excavation and embankment"
ordinary compaction" complete
in place per cubicyard;
(E).Spillway Slab 6" reinforced
S.Y.
4 0 S.F.
2,664.30
2.55
6,793.97
concrete 3 000# Ida upon
"embankment fill" including
reparation for grading slab.
Complete in place, per square
foot;
11
1
1:
1:
b
MONTHLY ESTIMATr
CITY bF" LUBBOCK 1421-553107-9937
Project: Park Drainage Channel Improvements Project No. -
Contractor: Caprock Hwy. Const. Co. Estimate No. R
Address: 5185—B 69th Street Contract$ 142,842.90
Lubbock, Tx 79424 Add Change Order #1 170,013.40
Estimate Period From November 11, , 19 86 to May 13, ' 19 87
On First estimate and final estimate use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
10E). Soil cement excavation with
S.F.
1,500,S.F.100.00
5.00
500.00*
aid of saw.or pneumatic
tool, thickness of mix may
range from 4" to 10" a depth
of 4" and a width of 4 foot
is required as shown on
plans, per linear foot;
Drainage channel slap 4"
S.F.
1,300 S.F.
7,216.31
1.89
13,638.83
reinforced concrete 3 000#
7 day) with 6"x 6" 10/10
wire mesh including grading
slab, complete in place per
square foot;
:(E). 12" curb and gutter, includ-
L.F.
150 L.F.
146.30
5.00
731.50
ing subgrade preparation
complete in place per
linear foot:
I(E) Curb andgutter; 6" concrete
L.F.
100 L.F.
4.50
curb and gutter including
subgrade preparation,
,(E) Soil cement apron level -up
C.Y.
30 C.Y.
i.0
50.00
-
improve and level up the
existing soil cement apron
with 3-sack caliche or
A.C. paving.
MONTHLY ESTIMATE'
CITY OF LUBBOCK
1
1
Project: Park Drainage Channel Improvements Project No. 1421-553107-9937
Contractor: Caprock Hwy. Const. Co. Estimate No. 8
Address: 5185-B 69th Street C g 142 842 90
Lubbock, TX 79424
on tract I
Add Change Order #1 170,013.40
Estimate Period From November 11 , 19 86 to May 13 , 19 87
on First estimate and final estimate use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
Casey Inflow
Spillway
- located
north side of
70th
Street
West of "W"
(Unit 19-1)
complete cost
will
be the
sum of the items
listed b
low: 15 (
),
1
5 c . In flow spillway slab. 4"
F
2,800 S.F.
R.C. slab - 3 000#7/da
(Unit 19-1) including
subgrade preparation
complete in place per
square foot;
6 Curb & izutter removal53.4
$6.00
320.40
disposal and paving rep -air,
per linear foot:
7 c . Curb and Rutter
L.F.
80 L.F.
90.2
$6,00
541.20
sawtooth section of curb
and gutter. w 2' len th
of #3 bars 2' o.c. com-
plete in place per linear
foot;
8. Concrete slab removal and
S.F.
2 000 S.F.
�
------
.50
-------
disposal, of sidewalks
drainage slabs, etc., per
square foot•
9. Curb and Rutter removal,
L.F.
100 L.F.
125.8
$6.00
754.80
disposal and Paving
per linear foot;
MONTHLY ESTIMATC$
CITY OF LUBBOCK
Project: Park Drainage Channel Improvements
Contractor: Caprock Hwy. Const . Co
Address: 5185-B 69th Street
Project No. 1421-553107-9937
Estimate No. 8
Contract $ 142,842.90
Lubbock, TX 79424 Add Change Order #1,
Estimate Period From November 11 , 1986 to May 13 ' 19 87
on First estimate and final estimate use actual work dates --
ITEM
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
20. Excavation-andExcavation-and embankment
C.Y.
100 C.Y.
$3.00
directed by the engineer and
not otherwise required
removal and disposal, etc.
per cubic yard of cut.
21. Three (3) sack cement stabil-
C.Y.
50 C.Y.
50.00
ized caliche to be used in
backfill of subgrade approx-
imately 6" of thickness for
stabilization when requested
by Engineer,
lace percubi
APPROVED:
F"' F^ rs err":e
Total Amount of Work Done ....... W 164,791 R4
Less 5 % Retained ............. $ -0-
Difference
Less Special Deduction ........... $
Less Liquidated Damage ......... $ -----
Less Previous Payments........... $ 149,250.38
Amount Due this Estimate......... $ 15.471 .46
Caicwatmns by:
Enyine VDate
Checked by.
IlHlea Date
J
Oinctor J Date
U r/