5392 RESOLUTION NO 5,392
A RESOLUTION AWARDING CONTRACTS FOR THE PURCHASE
OF STREET MARKING COMPOUND AND THE 1975 STREET
RESURFACING PROGRAM; AUTHORIZING PAYMENT; AND FOR
OTHER PURPOSES
WHEREAS, invitation to bid was duly advertised and bids
received in response thereto according to law for the purchase
of street marking compound and for the resurfacing of certain
streets in the City of Little Rock; and
WHEREAS, the lowest responsive and responsible bidders
have been determined and it is the desire of the Board of
Directors to award contracts to the lowest responsible and
responsive bidders .
NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS
OF THE CITY OF LITTLE ROCK, ARKANSAS
SECTION 1 . The lowest responsible and responsive bids
on the purchase of street marking compound and the resurfacing
of certain streets in the City of Little Rock are hereby accepted
and contracts awarded as follows:
Purchase
Item Successful Bidder Price
1,000 gallons white traffic Interstate Highway Sign $3, 841 .90
marking compound Company, Little Rock, AR.
@ $3 . 73 per gallon
1, 800 gallons yellow traffic 7 , 341 . 84
marking compound
@ $3. 96
Resurfacing of certain streets Ben M. Hogan Company $308, 818 .62
in the City of Little Rock Little Rock, Ark .
(1975 Street Resurfacing
Program)
Those certain streets included in the 1975 Street Resurfacing
Program are identified on Exhibit "A" attached hereto and made
a part hereof.
SECTION 2 . Funds are available for the purchase of the
street marking compound in Traffic Engineering Division Account
#93-2 . 14 ; funds for the Street Resurfacing Program were budgeted
in the 1975 Budget for the City of Little Rock, Arkansas .
SECTION 3. Upon delivery of the street marking compound
and completion of the work, or from time to time as may be
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necessary, the City Manager and Director of Finance are hereby
authorized and directed to issue the necessary warrant or warrants
in payment of the contract prices . Said items purchased and work
performed shall comply in all respects with bidding specifications .
SECTION 4 . This Resolution shall be in full force and
effect from and after its adoption.
ADOPTED: July 15, 1975
ATTEST: R/n.C., APPROVED:
\\ o /�/�/
City Cle k Assistant Mayor
e
CW4-4.-Le' "a "
CITY W LITTLE ROCK
SPECIAL PROVISION
SECTION 8 - RESURFACING QUANTITIES
Tack Coat Application Asphaltic Concrete
0.10 Gal . Per Sq. Yd. Not Mix Surface
Emulsified Asphalt Course, Type No . 3
Location Width Length Sq.Yds. Gals . Lb> ./Sq.Yd. Tons '
"B" Street
Pierce to University
27 600 1 ,800 180 150 135
__
,i00P6N 15th Street
Wolfe to Battery 36 330 1 , 320 132 150 99
Shannon Drive
Cantrell to Cantrell
23 2 ,000 5 , 111 511 150 383
r 14th Street
Scott to Gaines 36 2,400 9 ,600 960 150 720
Jackson Street
Markham to Lee 18 1, 300 2,600 260 150 195
Washington Street
12th to 16th 30 1 ,400 __ 4 ,667 467 150 350
High Drive' •
36th So . to End 27 400 1, 200 120 150 90
29th Street
Cumberland to Martel
23 550 1 ,406 141 , 150 105
' Cumberland Street
28th to 29th — 23 . 5 500 1 , 305 130 150 98
Evergreen Road
University to Garfield
30 350 1 , 167 117 150 88
Garfield to Ranch
Valley 24 300 800 80 150 ' 60
197 148
Al 31st Street
Arch to 1 block
West of Spring 21 500 X1 ,167 117 150 88
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CITY r.; LITTLE ROCK
• SPECIAL PROVISION
t''FCi'ION 8
Location Width Length 29 .Yds. Gals . Lbs. /Sq .Yds . Tons
*East 6th Street
Townsend to Corning 30 1, 550 5,167 517 150 387
Corning to Picron 24 900 2,400 240 150 180
- - 757
Picron Street
6th to 9th 24 1 , 150 3 ,067 307 150 230
Howard Street
25 . to 26th 28 r
350 1,089 109 150 82
Park Street ---
25th to 26th 28 350 1 , 089 109 • 150 82
Cross Street
25th to 28th 36 1, 050 4, 200 420 150 315
Ringo Street
r 25th to 28th 36 1 ,050 4, 200 420 150 315
Biscayne Drive
Cantrell to Illinois
27 2, 900 8 ,700 870 _ 150 653
W . Twin Lakes Drive
W. 12th to Glenda 23 1 , 750 4,472 . 447 150 335
•
E. Twin Lakes Drive
W . 12th to Glenda 23 1 ,600 4,089 409 150 307
Marlyn Drive
W . 12th to Glenda 23 1 ,800 4,600 460 150 345
Glenda Drive
Marlyn to Twin Lakes
-- ---
23 2,600 6,644 661. 150 498
32nd ;;treQt
University to. Centenary
38 575 2,428 243 200 243
Centenary to Fairmont '
0 250 Fairmont to Bryant 24 1 , 900 `� 833 a3 150 63
� 1� 150 3$0
-- -- 833 086 .
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CITY or LITTLE ROCK
C. + SPECIAL PROVISION
SECTION 8
Location Width Length Sq.Yds. Gals. Lb
/ q.Yd: Tons
Blount Road
Mabelvale Pike to
Graceland Road 20 2,400 5, 333 533 150 400
Graceliid to Brookview
30 200 667 67 150 50
Brookview to Hindman Park
•
24 1 ,000 2,667 267 150 200
867 650
( *Bolton Street
E. Roosevelt to 22nd
24 1 , 55H 4, 133 413 200 413
Thayer Street
1/2 blk. No . of
9th to 12th 30 1 , 300 4,333 4.33 150 325
W. Capitol Avenue
Cedar to Elm 30 350 1 , 167 117 150 88
Valentine Street
18th to 20th 22 700 1 , 711 171 .150 128
Western Hills Road
Asher to Westwood 24 3,450 • 9, 200 150 690
1 blk. North of 22 420 1 ,027 103 200. 103
r, Lakeside to Westwood 1,023 '_-_-- 793
Cleveland Street
12th to 17th 21 1 , T)0 4,083 408 _—_ 200 408
Boyle Park Road
Cleveland to Park
Entrance 21 5 ,4.00 12,600 1, 260 200 1 260
LouwrI.ndn I1.i•.i.ve
Nob View Circle
West to Van Lee 2.3 . 5 800 2,089 209 15_0 157
*Battery Street
7th to 14th 35 . 5 2 , 500 9, 861 986 150 740
Ars
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CITY 0' LITTLE ROCK
' SPECK', PROVISION
SECTION $
•
Location Width Length 2d.Yds. Lb ./Sq.Yd . Tons
*Young Road
1 blk. E . of
Geyer Springs to
Portsmouth 18 2,920 5 ,£340 584 200 5$4
Lancaster Road
Young Rd. to 1 blk.
south of 65th 19 3 ,700 7, 917 79 200 792
Mabelvale Pike
Forbing Rd. to
City Limits 22 530 1;413 142 200 142
*Fourche Dam Pike •
River to Airport Dr. 20 4, 200 9, 333 933 150 700
4"'1 East 9th Street
Picron to Rodgers 20 2,880 6 ,400 610 150 , 640
Leawood Blvd .
Mississippi to •
Sonata 32 2, 580 9, 173 91'7 150 688
Kingspark Drive
Carriage Cove to
Breckenridge 23 670 1, 712 171 150 12$
Breckenridge. Drive
Charter House to
50 ' so . Kingspark 32 1 , 550 5 , 511 551 150 413
Rodney Parham north
400 feet 40 400 1, 778 178 • 150 133
Rodney Parham so .
1 block 39 325 1 ,4083 141. 150 106
R 70 65;,
Pleasant Valley Dr.
Cantrell 750' south
South Lanes 24 750 2,000 200 200 200
Greenway Drive
Mabelvale Pike to
Meadowcliff 23 1 , 360 3 ,476 348 150 261
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CITY O LITTLE NOCK
r . SPLC1L PROVISION
SECTION 8
•
Location Width Length Sq.Yds . Gals . Lbs/Sq.Yd. Tons
Ohio Street
Mississippi to
Georgia 24 700 1 ,867 187 150 14.0
Georgia Street
Cantrell to Ohio 24 780 2,080 208 150 . 156
' Alameda Drive
Archwood to 32nd 23 . 5 2,000 5 , 222 522 150 392
Rice Street
11th to 12th 36 350 1 , 400 110 150 105
Dennison Street
11th to 14th 30 1 , 050 3 , 500 350 150 262
15th Street
Schiller to Battery 21 700 1,633 163 150 122
Markwood Drive
Markham North to .
Circle 23 520 1 ,329 133 150 100
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18th Street
Broadway to Gaines 30 800 2,667 267 150 200
North Grandview
r'r"\- Grant to Taylor 21 1 , 000 2,333 233 150 175
Taylor to Blueridge 23 1 , 300 3, 222 322 150 212
555 117
South Grandview
Taylor to North
Grandview 23 920 2,351 235 150 176
Blue.r'idi;e C_i.r.°c lc
Grandview to
Scenic Blvd . 23 1 ,/.70 3 ,757 3'/6 1. 50 , 82
GRAND TOTAL 23 ,645 18, 927
lStreets to be resurfaced on Sundays , holidays, or as directed by
the Engineer..
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CITY 01' LITTLE ROCK
SPECIAL PROVISION
SECTION $
•
SURFACING IN PARKS
Prime Coat Appli- Tack Coat Application Asp. Concrete
cation 0. 25 Gal. 0. 10 Gal . Per Sq.Yd. Hot Mix Surface
Per Sq.Yd. MC-O Emulsified Asphalt Course, Type 3
Location Sq.Yds . Gals. Gals. Lbs ./Sq.Yd. Tons
Boyle Park Bikeway $ ,1+.Li.$ 2, 100 150 . 1,000
MacArthur Park 1, 300 130 150 100
War Memorial Park 5 , 200 520 150 400
Boyle Park 6, 500 1, 200 150 500
Streets & Parking Lot
GRAND TOTAL
3 , 300 650 2,000
NOTE : The rate of application for Asphaltic Concrete Hot Mix Surface
Course as tabulated above is considered as an average for esti-
mating purposes. The actual thickness _of surface shall be as
directed by the Engineer to achieve the desired street section.
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