HomeMy WebLinkAboutResolution - 3463 - Accept Paving Improvements-Caprock Highway Construction-1990 Maintenance Program - 10_11_1990 (2)JWF:dw
RESOLUTION
Resolution # 343
October 11, 1990
Item #14
RESOLUTION ACCEPTING PAVING IMPROVEMENTS ON A PORTION OF CITY STREETS
AS DESCRIBED BELOW:
WHEREAS, the City of Lubbock awarded a contract March 14, 1990,
authorizing the construction of street maintenance improvements by Caprock
Highway Construction Company, on a portion of the following:
1990 Maintenance Program
List of Streets Improved
Street
From
To
34th St.
Louisville Ave.
Brownfield Hwy.
34th St.
Ave. "L"
Ave. "Q"
34th St.
Ave. "Q"
Ave. "U"
50th St.
Ave. fluff
University Ave.
Erskine
Ave. "Q"
I-27
Erskine
I-27
Ash Ave.
Indiana Ave.
82nd St.
S. to City Limits
Kent St.
University Ave.
Railroad ROW
Quaker Ave.
4th St.
19th St.
Quaker Ave.
Clovis Road
N. to City Limits
Quirt Ave.
24th St.
Idalou Road
Quirt Ave.
Loop 289
82nd St.
Slide Road
13th St.
19th St.
Slide Road
Brownfield Hwy.
29th Dr.
University Ave.
98th St.
S. to City Limits
82nd St.
Quaker Ave.
Indiana Ave.
1st St.
Guava Ave.
Elder Ave.
1st St.
Ave. "P"
RR @ Ave. "K"
2nd St.
Ave. "M"
W. to Cul-de-sac
2nd St.
Ave. "Q"
Clovis Road
2nd St.
Guava Ave.
Zenith Ave.
3rd St.
Ave. "M"
Ave. "H"
3rd St.
Ave. "P"
Ave. "Q"
6th St.
Quaker Ave.
Raleigh Ave.
8th St.
Quirt Ave.
Zenith Ave.
loth St.
RR tracks
Ave. "G"
13th St.
Ave. fluff
University Ave.
13th St.
Ave. "A"
Date Ave.
16th St.
Ave. "X"
250, E. of Ave. "X"
23rd St.
Peoria Ave.
Quaker Ave.
24th St.
Quaker Ave.
V.G. W. of Nashville
Street
From
To
26th St.
University Ave.
Flint Ave.
29th Dr.
34th St.
Brownfield Hwy.
31st St.
Quaker Ave.
Vicksburg Ave.
36th St.
Toledo Ave.
Utica Ave.
42nd St.
Indiana Ave.
Quaker Ave.
44th St.
Ave. "X"
University Ave.
45th St.
Ave. "X"
University Ave.
46th St.
Ave. "U"
University Ave.
47th St.
Gary Ave.
Indiana Ave.
54th St.
Elgin Ave.
Gary Ave.
60th St.
Gary Ave.
Indiana Ave.
69th St.
Slide Road
Loop 289
70th St.
Slide Road
Albany Ave.
71st St.
Ave. "W"
250' E. of Ave. "W"
87th St.
Memphis Ave.
Nashville Ave.
93rd St.
Memphis Ave.
Nashville Ave.
Ash Ave.
13th St.
S. to End of pavement
Ave. "F"
9th St.
Main St.
Ave. "F"
Broadway
13th St.
Ave. "L"
13th St.
19th St.
Ave. "L"
29th St.
50th St.
Ave. "L"
4th St.
N. to RR tracks
Ave. "M"
2nd St.
4th St.
Ave. "N"
29th St.
30th St.
Ave. "Q"
2nd St.
Clovis Road
Ave. "R"
2nd St.
Clovis Road
Ave. "W"
22nd St.
34th St.
Ave. "W"
34th St.
35th St.
Ave. "W"
66th St.
Loop 289
Ave. "X"
44th St.
46th St.
Ave. "Y"
16th St.
19th St.
Baylor St.
Ave. "U"
Ave. "Q"
Boston Ave.
35th St.
42nd St.
Brownfield Dr.
Quaker Ave.
Salem Ave.
Canton Ave.
50th St.
52nd St.
Cherry Ave.
4th St.
N. of Cornell St.
Date Ave.
Broadway
14th St.
Elder Ave.
1st St.
2nd St.
Flint Ave.
19th St.
34th St.
Gary Ave.
47th St.
50th St.
Gary Ave.
50th St.
Monterey Dr.
Knoxville Ave.
34th St.
50th St.
Marshall St.
N. Ave. "N"
Dead end @ RR tracks
Memphis Ave.
60th St.
Loop 289
Municipal Dr.
Quirt Ave.
Loop 289
Nashville Ave.
34th St.
49th St.
Nashville Ave.
87th St.
93rd St.
Paris Ave.
15th St.
16th St.
Paris Ave.
2nd St.
4th St.
Raleigh Ave.
4th St.
6th St.
Sherman Ave.
Auburn St.
Baylor St.
— 2 —
Street
From
To
Toledo
Ave.
31st St.
34th
St.
Toledo
Ave.
34th St.
36th
St.
Vernon
Ave.
Broadway
13th
St.
Vicksburg Ave.
Brownfield Hwy.
34th
St.
Walnut
Ave.
Broadway
Parkway Dr.
Parking Lots
Auditorium/Coliseum Parking Lots
Fire Station #1 Parking Lot
AND WHEREAS, the improvements upon the said portions of the City
streets have been inspected and found to have been constructed according to
the approved plans and specifications; NOW THEREFORE:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
SECTION 1. THAT the improvements on said portions of the City streets
BE and the same are hereby accepted and the City Street Superintendent BE
and he is hereby authorized to direct the final payment to the Contractor in
the amount of $17,210.60.
SECTION 2. THAT this Resolution shall take effect and be in force
from and after its passage.
Passed by the City Council this 11th day of
ATTEST:
i
Ranet a Boy , City Se eta y
APPROVED AS TO CONTENT:
Don J nings treet Superintendent
APP VED AS TO FORM: A
' % . t / " - . . "
6�A% � jQA' "
J. Worth Fullingim, Assif ant City
Att : ney
October , 1990.
C. c
B. C. Mc I N, MAYOR
— 3 —
A196 � 343
MONTHLY ESTIMATE
CITY OF LUBBOCK
Project: _ 1990 Maintenance Program Project No. 10546
Contractor: Caprock Highway Construction Co Estimate No. Final
Address: Route 1, Box 414 Contract $ 1 , 649,614.79
Wolfforth, Tex. 79382 Change + 97,770.70
,
Estimate Period From September 22 19 90 to September 28 Order I11 747, 385.49100
On First estimate and final estimate use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST. OUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
1. AC-5 Polymerized as halt + %
Gals.
* 205,_184
210,412.0
$ 195,683.16
latex by volume 2% by wei ht
application of 0.28 gallons/S.Y.
for course #1 to the existing
surface includincr furnish'
—cleaning,
2. AC-5 polymerized asphalt + 3%
G
* ' 277 , 71 6.()
T
264,325.0
$ 0.87
$ 229, 962.75
latex by volume 2% by weicTht)-
application of 0.38 gallons/S.Y
for course #2 to the existincr
_surface including furnishing
cleaning, and !qMlvincr, per gal
3. AC-5 pol-ymparized as hal +
36,745.0
$ 0.73
$ 26,823.85
latex by volume 2% by weight) -
application of 0.28 allons S Y
(pre -coated Gr. No. 4 crushed
stone orgravel) aviolied
existing surface including
cleaning, furnishing,and
aPplying, Per g-allon.
4. Surface aggregate (THD P B
* 9, 4 7 5 .0
No. 4 re -coated crushed graveL
Stoc i e
9,475.0
28.25
with a minimum of 90% crushed
antities
faces; crashed stone meeting
sliver count and soundness
plied
9,366.5
9.25
including loading,freight,
antities
lcading, spreading, broomin
blading and rolling (one hour
Jhused
- 108.5
28.25
per 1000 S.Y.) pgr cubic yard
antities
APPROVED:
F'w Fn 't ( + c•
Tuts! Amount of Work Done ....... 5
Less 5 % Retained ............. S
Difference ....... ... :... .. J
Less Special Deduction ........... S
Less Liquidated Dainage . . . . . . . s
Less Previous Payments . . . . . . . S ..
Amount Due this Estimate......... S
C:if it l,l ti f1f15 lY
Engineer Date
Checwea h .
Dept. Head Date
Director .ate
_ .� _
MONTHLY ESTIMATE
CITY OF LUBBOCK
Project: 1990 Maintenance Program Project No. 10546
Contractor: Caprock Highway Construction Co. Estimate No. Final
Address: Route 1, Box 414 Contract $ 1 , 649,614.79
Wolfforth, Tex. 79382
Estimate Period From September 22 , 1990 to _ September 28 , 19 90
On First estimate and final estimate use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
5. Surface a eaate (THD P.B. Gr.
* 1;1 , 786,. 0
11 786.0
28.25
No. 2 Special precoated crushe
-
gravel with a minimum of 90%
Quantities
crushed faces- i3recyated
stone meeting sliver count and
APPlied
11,389.0
$ 8.25
$ 93,959.25
soundness test) includincr
Quantities
loading, freight, unload'
spreading, broaning, blading
Unused
- 397.0
28.25
and rolling (one hour Per 1000
Quantities
S.Y.) per cubic yard.
6. Patching with Black Base
2,832.9
56,374.71
cluding removal and disipasal off
asphalt surface caliche base,
and subgrade if soft or un-
stable to a depth of 4'-" and
replacin with 3" of black bas
and 1 "' of "C" Hot Mix,
complete in place per
7. Patching with Black -Base
S.Y.*
13,500.0
.14 991 .8
408,526-55
cludin
as
and subgrade if soft or un-
stable to a depth of 7 "' and
re lacin with 6" of black
and 1 "' of Type "C" Hot Mix,
complete in place
M
APPROVED:
F'n. Fnrr'% e
Tut:;l r";rnount of Work Done .......
Less 5 % Retained ............. S
Difference . . . . . . . . . . . . . . . . . ..S
Less Special Deduction ........... S
Less Lirluidated Damage ......... S
Less Previous Payments. ......... S
C OC 111.ihnns hy.
Engineer Date
ctiecwea try:
Dept. Head Date
Director Date I it"(,due`this Estimate..
MONTHLY ESTIMATE
CITY OF* LUBBOCK
Project: 1990 Maintenance Program
Contractor: Caprock Highway Construction Co.
Address: Route 1, Box 414
Wolfforth, Tex. 79382
Project No. 10546
Estimate No. Final
Contract $ 1 , 649,614.79
Estimate Period From September 22 , 1990 to September 28 , 1EP0
On First estimate and final estimate use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
8. Patching with 3 sack cement
S.Y.
500.0
stabilized caliche base includ-
ing removal and disposal of
asphalt surface caliche base
and subgrade if soft and un-
stable to a depth of 7 "' and
replacing with 6" of 3 sack
cement stabilized
1 , i t of "t " com-
plete in place Pgr S
9. Patch with 1 "' of "C"
* 1 0 5 0.0
2,003.1
pavement with approved crushed
stone or approved crushed grAye
including removal and dispQsal
of existing
rime and tack coat complete
in place per S.Y.
10. Curb and - "
200.0
420.2
$ 4 622.20
(3,000 psi/7 day, 3 If —wide —
separate gutter or s
G, including removal and dis-
posal subgrade preparation,
complete in place with location
as directed by the Engineer,
r linear foot.
APPROVED:
F'n, Fn� 't ( ,. e
Total Amount of Work Done .. .
.,
Less 5 °� Retained ....... .. . $
Diffeience . . . . . . . . . .
Less Special Deduction . ......... S
Less Lirauidated Damage ......... S
Less Previous f aynients. . . . . . . . . . eS
Amot;nt Due this Estimate..... . .. u��_
(',orwahnns ov,
Engineer Date
Dept. Head Date
Director ., Date _
Checuetl by•
..;.Jj..
MONTHLY ESTIMATE
CITY OF LUBBOCK
Project: 1990 Maintenance Proctram
Contractor: Caprock Highway Construction Co.
Address: Route 1 , Box 414
Wolfforth, Tex. 79382
Estimate Period From September 22 19 90 to September 28
On First estimate and final estimate use actual work dates
Project No. 10546
Estimate No. Final
Contract $ 1 , 649, 614.79
1990
ITEM
UNIT OF
MEASURE
PROJECT
EST. QUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
11. Valley Gutter: 8" reinforced
S Y
1,000.0
514.3
27.00
13.886.10
concrete (3,000 Psi/7 days),
6x6-6 6 wire valley ter,
including removal and disposal,
subgrade preparation, corrplete
inplace with location as
directed by the Engineer, r
S.Y.
12. AC-5 Asphalt Rubber, 22%
5,714.0
4,625.0
3.00
$ 13 875.00
granulated rubber (by wei ht
application of 0.40 gallon/S.Y.
course #1 applied to the
existing surface; includes
furnishing, cleaning and mixing
and applying at locations
designated by the Engineer,
per gallon.
13. AC-5 Asphalt Rubber, 2%
Gals.
4,286.0
5 610.0
$ 3.00
16,830.00
granulated rubber (by weight),,
application of 0
course #2 applied to the
existing surface; includes
furnishing, cleaning and mixing
and applying at.locations
designated by the Engineer,
per gallon.
APPROVED:
Fo, Fnq,'a rn e
Tot-il Amount of Work Done ........,
Less 5 % Retained ............. S
Difference . . . . . . . . . . . . . . . . . . s
Less Special Deduction ........... S
Less Liquidated Damage .. ....... S
Less Previous Pay.-nents . .. ..S
Amount Due this Estimate......... $
t:i f it 1,11111115 ley
Engineer Date
Cthecwea Iry•
Dept. Head Date
oir Date
MONTHLY ESTIMATE
CITY OF` LUBBOCK
Project: 1990 Maintenance Program
Project No. 10546
Contractor: Caprock Highway Construction Co. Estimate No. Final
Address: Route 1, Box 41 4 Contract $ 1 , 649,614 .79
Wolfforth, Tex. 79382 Chang2 ,-)rder + 97,770.70
If $1,747,385.49
Estimate Period From September 22 , 1990 to September 28 , 1990
on First estimate and final estimate use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT
EST, nUANTITIES
WORK DONE
ON CONTRACT
CONTRACT
PRICE
AMOUNT
14 . In- lace Type "C" hot mix A. C
ton
373.0
3 2 9
$ 50.00
$ 16,460.00
for overlay of existing urf c
with avvroved
crushedgravel; mix design as
approved b in-
cluding tack coat required
hand work at residential drive-
ways, and necessary equipment;
complete in place at locations
designated by the Engineer,
r ton.
See Cost Breakdown Sheets:
Permanent
Maintenance
Fund #1442-553101-c514
Departmeital
Fund
##1
11-533101-
531
Auditori
/Coliseum
d 0#1
91-552101-
529
APPROVED:
yo
F "' Fn"''s'"'" a
Tot.il Amount of Work Done . . . . . . . � 1,767,012.92
Less 5 "ir Retained ............. S —0—
............... ... c 1,767,012.92
Less Special Deduction ......... S
Less Lir)uidated Damage ...... ... 5
Less Previous Payments . ...... ...S 1 ,749,802.32
Amount Due this Estimate. .. . .. ... $ - 17,210.60
C'Uy:
PAY —Difference
Engineer bate
/ (j
`�
Checwea try:
Dept. Head Date
;;~actor Date
1990 Maintenance Program
#Cost Breakdown
September 22, 1990 to September 28, 1990
Charge Account No. 1442=553101=9514'-
Item No. 1 - 1st Course Asphalt
52,553.0 Gallons @ $0.93/Gal.
$
48,874.29
Item No. 2 - 2nd Course Asphalt
58,813.0 Gallons @ $0.87/Gal.
$
51,167.31
Item No. 3 - Single Course Asphalt
28,485.0 Gallons @ $0.73/Gal.
$
20,794.05
Item No. 4 - 2nd Course Rock
Stockpile Quantities
8,830.0 C.Y. @ $28.25/C.Y.
$
249,447.50
Item No. 5 - 1st Course Rock -
Stockpile Quantities
10,881.0 C.Y. @ $28.25/C.Y.
$
307,388.25
Item No. 6 - 3" Black Base Patching
2,832.9 S.Y. @ $19.90/S.Y.
$
56,374.71
Item No. 7 - 6" Black Base Patching
11,379.4 S.Y. @ $27.25/S.Y.
$
310,088.65
Item No. 9 - 1'-z" Hot Mix Patching
788.3 S.Y. @ $8.50/S.Y.
$
6,700.55
Item No. 10 - Curb and Gutter Patching
420.2 L.F. @ $11.00/L.F.
$
4,622.20
Item No. 11 - Valley Gutter Patching
514.3 S.Y. @ $27.00/S.Y.
$
13,886.10
Item No. 12 - 1st Course Asphalt Rubber
4,625.0 Gallons @ $3.00/Gal.
$
13,875.00
Item No. 13 - 2nd Course Asphalt Rubber
5,610.0 Gallons @ $3.00'/Gal.
$
16,830.00
Item No. 14 - Hot Mix Overlay
329.2 Tons@ $50.00/Ton
$
16,460.00
.Total Work: This Estimate
$1,116,508.61
Less: Retained
$
-0-
Less: Amount Paid on Previous Estimates
$1,105,904.55
Amount Due: This Estimate
$
10,604.06
1990 Maintenance Program
##Cost Breakdown
September 22, 1990 to September 28, 1990
.Charge Account No. 1111-533101-4531
Item No. 1 - 1st Course Asphalt
140,429.0 Gallons @ $0.93/Gal.
Item No. 2 - 2nd Course Asphalt
183,367.0 Gallons @ $0.87/Gal.
Item No. 3 - Single Course Asphalt
8,260.0 Gallons @ $0.73/Gal.
Item No. 4 - 2nd Course Rock
Applied Quantities
8,721.5 C.Y. @ $9.25/C.Y.
Unused Quantities
108.5 C.Y. @ $28.25/C.Y.
Item No. 5 - 1st Course Rock
Applied Quantities
10,484.0 C.Y. @ $8.25/C.Y.
Unused Quantities
397.0 C.Y.--@ $28.25/C.Y.
Item No. 7 - 6" Black Base Patching
2,811.1 S.Y. @ $27.25/S.Y.
Item No. 9 - 1'1" Hot Mix Patching
1,159.8 S.Y. @ $8.50/S.Y.
Total Work: This Estimate
Less: Retained
Less: Amount Paid on Previous Estimates
Amount Due: This Estimate
$ 130,598.97
$ 159,529.29
$ 6,029.80
$ 80,673.88
- $ 3,065.13
$ 86,493.00
- $ 11,215.25
$ 76,602.47
$ 9,858.30
$ 535,505.33
$ -0-
$ 528,898.79
$ 6,606.54
1990 Maintenance Program
###Cost Breakdown
September 22, 1990 to September 28, 1990
Charge Account No. 1491-552101-9529
Item No. 1 - 1st Course Asphalt
17,430.0 Gallons @ $0.93/Gal.
Item No. 2 - 2nd Course Asphalt
22,145.0 Gallons @ $0.87/Gal.
Item No. 4 - 2nd Course Rock
645.0 C.Y. @ $37.50/C:Y.
Item No. 5 - 1st Course Rock
905.0 C.Y. @ $36.50/C.Y.
Item No. 7 - 6" Black Base
801.3 S.Y. @ $27.25/S.Y.
Item No. 9 - 12" Hot Mix Patching
55.0 S.Y. @ $8.50/S.Y.
Total Work: This Estimate
Less: Retained
LessY Amount Paid on Previous Estimates
Amount Due: This Estimate
$ 16,209.90
$ 19,266.15
$ 24,187.50
$ 33,032.50
$ 21,835.43
A• A,'-? C f%
$ 114,998.98
$ -0-
$ 114,998.98
$----_0_----