HomeMy WebLinkAbout103-84 RESOLUTION•
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RESOLUTION No.103-84
A RESOLUTION APPROVING A CHANGE ORDER IN THE CITY'S T -HANGAR
CONTRACT WITH STRUCTURAL SYSTEMS TO PROVIDE FOR THE INSTALLATION
OF A GARAGE DOOR OPENER.
BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF FAYETTEVILS.F,
ARKANSAS:
That the Board of Directors hereby approves a change order in
the City's T -Hangar contract with Structural Systems dated October
14, 1983, to provide for the installation of a garage dbor opener
at a cost of $3,549.00.
PASSED AND APPROVED this
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ATTEST:
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4th
day of September
APPROVED:
, 1984.
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TO: JIM McCORD
FROM: STURMAN
MEMORANDUM
DATE: 10-6-83
SUBJECT: LEGAL ASSISTANCE
Please perfect a brief contract for execution by Mayor and City
Clerk between the City and Structural Systems, Inc. of Springdale,
Arkansas for construction of a 140' x 50' executive, pre-engineered
metal T -Hanger to be constructed on the west side of Drake Field
in accordance with the Minimum Specifications and Conditions,
Exhibits "A", "B", and "C", and Addenda No. 1 and 2, Bidders Proposal
dated September 8, 1983 including the optional garage doors on each
end of the building. Other assessory sheets are attached namely,
Bidders Certification of Equal Employment Opportunity and 5% bid bond
and acknowledgment of receipt of addenda. Colors are to be selected
by City at contract execution.
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MICROFILMED
RESOLUTION N0.103-84
)k
A RESOLUTION APPROVING A CHANGE ORDER IN THE CITY'S T -HANGAR
CONTRACT WITH STRUCTURAL SYSTEMS TO PROVIDE FOR THE INSTALLATION
OF A GARAGE DOOR OPENER.
BE IT RESOLVED BY THE BOARD OF DIRECLURS OF THE CITY OF FAYETTEVILLE,
ARKANSAS:
That the Board of Directors hereby approves a change order in
the City's T -Hangar contract with Structural Systems dated October
14, 1983, to provide for the installation of a garage door opener
at a cost of $3,549.00.
PASSED AND APPROVED this 4th
A1'1'hST:
day of September
APPROVED:
, 1984.
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CONTRACT
This Contract executed this 14th day of October,
1983, between the City of Fayetteville, Arkansas, hereinafter
called the City, and Structural Systems, Inc., hereinafter
called the Contractor.
In consideration of the mutual covenants contained
herein, the parties agree as follows:
1. The Contractor construct on the west side of the
Fayetteville Municipal Airport (Drake Field),one 140' by f50'
executive, pre-engineered metal T -hangar. The Contractor
shall commence work within 5 calendar days from receipt of a
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notice to proceed issued by the City and shall colplete
construction within 120 calenda±•days (excluding Saturdays,
' i • , 4 - .S ",.. ,.. .` e
Sundays, national or state holidays and rainy days•as evidenced
by Contractor's daily log) after receipt of said notice,to
f.,
proceed. Time is expressly made of the essence of this -
contract. In the event construction is not completed within
the time prescribed hereby, the Contractor shall pay the
City the sum of $150.00 per day as liquidated damages, and
not as a penalty, for each day beyond said 120 day period
construction is not completed.
2. The Contractor shall provide all equipment, tools,
labor, and materials required for the construction of the
above-described project.
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3. The City shall pay the Contractor .,a lump -sum of
$104,568.00. Said consideration shall be payable to Contractor
in a lump sum upon completion of the above-described work.
4. The Contract documents which comprise the contract
between the City and the Contractor consists of this Contract
4.
and the following documents attached hereto and made a part
hereof:
(a) Minimum Specifications and Conditions,
Exhibits "A", "B", and "C", and Addenda No. 1 and 2;
(b) Bidder's Proposal dated September 8, 1983.
(Colors are to be selected by City upon
execution hereof.)
5. The Contract documents constitute the entire
agreement between the City and the Contractor and may be
modified only by a duly executed written instrument signed
by the City and the Contractor.
6. The Contractor shall not assign his duties under
the terms of this agreement.
7. The Contractor agrees to hold the City harmless,
and indemnify the City, against any and all claims for
property damage, personal injury or death, arising from
Contractor's performance of this Contract.
IN WITNESS WHEREOF, the parties have executed this
Contract on the date first above written.
CITY OF FAYETTEVILLE, ARKANSAS:
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GENERAL CONTRACTORS
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structural systems, inc.
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1516 WEST SUNSET P. O. BOX 824 SPRINGDALE, ARKANSAS 72764 501/751-3730
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GENERAL CONTRACTORS
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structural systems, inc.
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1516 WEST SUNSET P. O. BOX 824 SPRINGDALE, ARKANSAS 72764 501/751-3730
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NOTICE TO PROSPECTIVE BIDDERS
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Re: West Side Hangar at Drake Field
Opening: 10:00 a.m., September 8, 1983
ADDENDUM NO. 1
1. The enclosed wage rate determination #83-24, dated August 17, 1983 must
be used in compiling a bid proposal on the referenced project.
2. "Saw Service" throughout the project to completion shall be the sole
responsibility of the Contractor and such cost shall be included in the
lump sum - not to exceed bid proposal.
Sincerely,
C>f</1(-
turman Mackey
Purchasing Officer
cc Ede Hogue, Airport Manager
,pag;_ 1 of 1
DATE:
PROJECT:
ARKANSAS DEPARTMENT OF LABO1
PREVAILING WAGE DETERMINATION-BUILD1?WC-NRATt
August 17, 1983
West Side Hangar Building
Drake Field Airport
Fayetteville
Washington County
DETERMINATION # 83-24
COUNTY Washington
EXPIRATION DATE: 12-17_83
BASIC
HOURLY FRINGE
RATE BENEFITS
BRICKL.1YERS 9.00
CARPENTERS 7.92
CEMENT MASONS 7.67
ELECTRICIANS 9.51
GLAZIERS 7.60
IRONWORKERS - 6.87
LABORERS_
Common 5.23
Mason tenders 5.67
P lasterers tender 7.45
PAINTERS 8.00
PLASTERERS 11.22
PLUMBERS-PIPEFITTERS 11.46
ROOFERS 7.50
SHFET METAL WORKERS 7.51
• TILE SETTERS 10.00
TRUCK DRIVERS 6.05
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POWER EQUIPMENT OPERATORS:
Asphalt finishing
Asphalt pavers
Asphalt rakers
Asphalt Dist. operators
Bulldozers
B ackhoe
Cranes
Rollers
Motor patrol operator
Foundation drill operator
S crapers
6.15
6.05
6.39
5.82
5.95
6.65
6.87
6.52
6.88
7.29
1.14
12%
12%
11%
16%
WELDERS --receive rate prescribed for craft performing operation to
which welding is incidental.
Addendum #2
FAYETTEIVILLE,
P.O. DRAWER F
August 24, 1983
DEPARTMENT OF
72702
ARKANSAS
FINANCE
CITY OF FAYETTEVILLE, ARKANSAS
Addendum to Specifications
for
West Side Hangar 50' x 140'
Drake Field
OPENING: September 8, 1983
(1) Office ceiling joist shall be 2" x 6" instead of 2" x 4".
(2) Ceiling shall be decked with 5/8" CD plywood.
(3) Lighting of each hangar area shall be with six (6) Super
Metal Halyde (400 watts each) lights evenly spaced in
the hangar area.
Sincerely,
Sturman Mackey
Purchasing Officer
cc: Ede Hogue
Airport Manager
r
(501) 521-7700
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NOTICE TO BIDDERS
CITY OF FAYETTEVILLE
RE: West Side Hangar -Drake Field
This sheet must be submitted with each bid proposal.
Receipt of the following addendums are hereby acknowledged:
Addendum No. 1 Yes
X
-Addendum'Not`2 " Yes A/
Yes
Addendum No. 3
Signed c �9
>let pamtat,
Company ame
4A,- Art
Basi
Ad ress
No
No
No
4.
, ale Tr/ 0 /
ity, State, Zip Code
37a0
Phone Number
U: S. DE PAR i..ENT CF HOU :IC L:10 Ca3..:: CEVELOP ENT
CERTIFICATION OF BIDDER REGARDING
ECUAL EMPLOYMENT OPPORTUNITY(
INSTRUCTIONS
mEm
This certificcticn is required pursuant to Executive Order -11246 (30 F. R. 12319-25). The implementing.
•;rulei and-regu`1cNcns`provide that-ony-bidder.or:prospective contrac or _et ony of Their,proposed:3ubcon .: t4
,,,...,rasters, shall state as an,initial pert ()like bid or -negotiations of the contract whether it hos 'portici• 1•
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Ipated in ony previous contract or subcontract subject to the equal opportunity -cause; and, if so, whether?•
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lit hos filed ell compliance reports due under applicable instructions. •
.Where the certi(icctian indicates that the bidder has not filed a compliance report due under opplicabler
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instructions, such bidder shall be required to submit a complionce report within seven calendar days
loiter bid opening. enin - , ; -.....
9..No.eontract shall Se�awgrded unless such�r'epoit is 'submitt-ed.
MEI
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'Bidder's Name:
Address:
i
CERTIFICATION BY BIDDER
�. siru , G-c.a 7996 /
Bidder has perticipa:ed in a previous contract or subcentrect subject to the Equal Opportunity
Clause. Yes X] No 0
;�i•2. Compliance reports were required to be filed in connection with such contract ar. subcontract.
Ycs J No
3.
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'Bidder hos'(iled.oll. compliance reports due under applicable it%strucftbn's, including'SFX100:
, Ycs No 0 None Required tj
`. 1f answer to item 3 is " No," plcasecexplcin in detail on reverse side of this certification.
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Lerrification — The information above is true and complete to the best a( my knowledge and belief.
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t.AYtl 1 fLE QI SIGNL. 1"LC•SC:.I IVC 1.
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SIGMA r uaE
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Contract 1 1 (Revised ( 1-1e )
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UNITED STATES EI®EE
"
COMPANY
ARANTY
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BID BOND
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BOND NUMBER
KNOW ALL MEN BY THESE PRESENTS:
�.-.
THAT Structural Systems, Inc.
of Fort Smith, Arkansas
sg_
-- -- --- - as_Brincipal.,_and UNITED STATES FIDELITY AND
?
GUARANTY COMPANY, a Maryland corporation, as Surety, are held and firmly bound unto?
City of Fayetteville, Arkansas
°'"-Five
j
Percent (5%) Total Amount Bid
as Obligee, in the full and just sum of
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Dollars,
lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
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administrators, successors and assigns, jointly and severally, firmly by these presents. .
y;
WHEREAS, the said Principal is herewith submitting its proposal for proposed Hangar Bid, wes`tSide,
Drake Field Airport. _
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THE CONDITION OF THIS OBLIGATION is such that if the aforesaid Principal shall be awarded the contract the said Principal will, within the
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time required, enter into a formal contract and give a good and sufficient bond to secure the performance of the terms and conditions of
— the contract, then this obligation to be voidi otherwise the
Principal and
Surety will pay unto the Obligee the difference in money between
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the amount of the bid of the said Principal and the amount
for which
the Obligee legally contracts with another party to perform the work
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if the latter amount be in excess of the former, but in no event shall liability hereunder exceed the penal sum hereof.~,
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Signed, sealed and delivered September 8, 1983
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(Date) ,
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Structural Systems, Inc. '(EAU`
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61'i0,'*
ISEAu
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pp TY AND GUARANTY'COMPANY
.UNITED
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/ 4 Attorney--inn-fact
21
Sa1n B. Hiller
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Contract 1 1 (Revised ( 1-1e )
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CERTIFIED COPY
GENERAL POWER OF ATTORNEY
No 92513
Know all Men by these Presents:
That UNITED STATES FIDELITY AND GUARANTY COMPANY, a corporation organized and existing under the laws of the
State of Maryland, and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint
P. G. Brown, Gaylon B. Brown, Sam B. Hiller and Larry R. Clark
of the City of Fort Smith .Stated Arkansas
ite true and lawful attorney g in and for the States of
Arkansas and Oklahoma
far the following purposes, to wit:
To sign its name as surety to, and to execute, seal and acknowledge any and all bonds, and to respectively do and perform any and
all acts and things set forth in the resolution of the Board of Directors of the said UNITED STATES FIDELITY AND GUARANTY
COMPANY, a certified copy of which is hereto annexed and made a part of this Power of Attorney; and the said UNITED STATES
FIDELITY AND GUARANTY. -COM -COMPANY: througn us; irs Board'ei-Directors,'hereby Fetifies and counrme elf -and wnatsoeverxP1a]iatd;
anyone of the said P. G. Brown and the said Gaylon B. Brown3'tnd'the
said Sam B. Hiller and the said Larry R. Clark A . "'"?-'4i
t+ sa 4;0
may lawfully do in the premises by virtue of these presents.
a. t. A i."
In Witness Whereat the said UNITED STATES FIDELITY AND GUARANTY COMPANY has cans d�this efiumentrto he
scaled with its corporate seal, duly attested by the signatures of its Vice -President and Assistant Secretary, this Qth L>~day of
November • A. D.19 81 r, �. !
UNITED STATES FIDELITY AND GUARANTY COMPANY.
(SEAL)
STATE OF MARYLAND,
BALTIMORE CITY,
ar:
(Signed) By James A. Mappus
(Signed) .... Ray ..H....Br.itt
Vice -President.
Assistant Secretary.
On dda 20th • day of November , A. D. 19 8l before me personally came
James A. Mappus , Vice•President of the UNITED STATES FIDELITY AND GUARANTY
COMPANY and Ray Z. Britt , Assistant Secretary of said Company, with both of
whom I am personally acquainted, who being by me severally duly sworn, said that they, the said James A Mappus
and Ray H. Britt were respectively the Vice -President and the Assistant Secretary of the said UNITED
IF
SPATES. FIDELITY AND GUA.GNTY. COMPANY.. the corporation described an and which executed the.oregoina Power of Attorney•
that they iaeli knew the seal of said corporation; that the seal affixed to said Power of Attorney was sock corporate seal, that it was
so fixed by order of the Board of Directors of said corporation, and that they signed their names thereto by like order as Vice -President
and Assistant Secretary, respectively, of the Company.
My commission expires the first day in July, A. D. 19.82...
(SEAL) (Signed)
STATE OF MARYLAND
BALTIMORE CITY,
J Set.
Margaret M. Hurst
Notary Public.
I, Charles W. Mackey, Jr. , Clerk of the Superior Court of Baltimore City, which Court is a
Court of Record, and has a seal, do hereby certify that Margaret M. Hurst , Esquire, before
whom the annexed affidavits were made, and who has thereto subscribed his name, was at the time of so doing a Notary Public of the
State of Maryland, in and for the City of Baltimore, duly commissioned and sworn and authorized by law to administer oaths and take
acknowledgment, or proof of deeds to be recorded therein. I further certify that I am acquainted with the handwriting of the said
Notary, and verily believe the signature to be his genuine signature.
In Testimony Whereof, I hereto set my hand and affix the seal of the Superior Court of Baltimore City, the same being a Court
of Record, this 20th dayof November ,A. D.19 81
(SEAL)
FS 3 (6-77)
(Signed)
Charles W. Mackey, Jr
Clerk o/ the Superior Court of Baltimore City.
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NOLL3110S31I 3O Ad03
CITY;,OF FAYETTEVILLE, ARKANSAS
REQUEST FOR PROPOSALS
WEST SIDE - DRAKE FIELD AIRPORT
PRE-ENGINEERED BUILDING
MINIMUM SPECIFICATIONS AND CONDITIONS
The intent of these specifications is to provide a guide for the design,
fabrication, and erection of the pre-engineered building. The manufacturer's
standard components may be used, provided compon,ents comply with the specified
requirements. The metal building shall be as produced by a manufacturer who
is regulary engaged in the fabrication and erection of pre-engineered metal
structures of the type and quality indicated by the specifications.
Standards
Certification
Data
Structure
- Structural design shall conform to the requirements of the
latest edition of the Southern Building Code Congress
International, Inc., Standard Building Code and provide
for a minimum roof live load of 20 pounds per square foot
and a minimum wind load of 20 pounds per square foot.
Submit written certification prepared and signed by a
Professional Engineer that the building design meets the
indicated loading requirements and the codes of the governing
authorities.
- Submit manufacturer's product data, and color samples with your
bid proposal.
- The building size will be 140' wide by 50' deep with a minimum
building. clear height of 18' above finish floor. Eave height
maximum - 24 feet.
A. Rigid frames shall consist of welded up plate sections,
columns and roof beams with necessary splice members and
plates for bolted field assembly. Interior columns shall
be uniform welded up plate sections, or pipe, with necessary
plates for bolted field assembly.
B. Rear endwall frame shall consist of endwall columns, endwall
roof beams and endwall posts as required by design criteria.
C. Front endwall frame shall be rigid frame type designed for
loads imposed by the hangar door.
D. Secondary structural members shall be manufacturer's
standard components as required by design criteria.
C. Roof slope shall be minimum 1/2:12.
Page 2
Pre -Engineered Building
Minimum Specifications and Conditions
Roof Panels
Wall Panels
Trim & Accessories
Insulation
A. Roof panels shall be roll formed with 1 1/2" deep major
corrugations a minimum 12" on center. The panel side laps
shall overlap one full corrugation. Side laps shall be
continuously sealed. Ridge panels shall be one piece
curved to match the roof slope. Ridge panel cross section
shall match the roof panel.
B. Panel material shall be minimum 26 gage Galvalume coated
steel.
All roof panels to structure and panel to panel connections
shall be made with fasteners recommended by the manufacturer
to insure roof integrity. Self drilling screws will not be
acceptable. The roof system shall carry a U.L. wind uplift
Class 90 rating.
A. Wall panel shall be roll formed with 1 1/2" major corrugations
a minimum 12" on center. Panels shall be one piece from base
to eave. The top of the .panel shall be fabricated with the
major corrugations mitered cut to form 'a closureas it fits
the major corrugation of the roof panel. The bottom of the
panels shall be straight cut.
B. Panel material shall be minimum 26 gage galvanized steel
1.25 ounce coating (G90) conforming to ASTM galvanized
specification A525.
C. The exterior panel finish shall be factory painted to match
the color of the adjacent buildings.
D. Panel fasteners shall be the manufacturer's standard furnish-
ed to match the panel color.
A. Manufacturer's standard rake trim shall be furnished with
metal closures to seal wall panel corrugations.
B. Manufacturer's standard eave gutter shall be furnished with
a minimum of three downspouts per side.
Roof and walls shall be insulated with 3", R-10, .6# density
fiberglass insulation with a white vinyl scrim foil facing.
Insulation shall be furnished with minimum 2" facing tabs on
each side, to be sealed vapor tight.
1
Page 3
Pre -Engineered Building
Minimum Specifications and Conditions
Warranties
A. Manufacturer shall warrant the building to be free from
defective material or workmanship for a period of one
year.
B. Manufacturer shall warrant painted surfaces to be free from
crack, blister, peel, and excessive chalk or fade for a
period of 10 years.
C. Manufacturer and/or Builder shall furnish an unconditional
written guarantee of weathertightness of roofing, siding,
trim and accessories effective for a period of two years.
In addition to the above :specifications, the following items shall be included
in the bid for this building.
1. General: This building is to be installed on the West Side of Drake Field,
along U.S. Highway 71, at a specific location to be determined by field
staking of the building corners at a later date. Generally, the building
will be located immediately south of the Airport Fire Station No. 3.
2. Divider Wall: The building is to be divided in half along the 140 foot
width, so that each side will nominally measure 70 feet wide by 50 feet deep.
This divider wall shall be load bearing and shall be fabricated with material
compatible in strength and design as the rest of the building. The specific
set of plans submitted to the City by the winning bidder, shall show this
divider wall in engineering detail and must meet the approval of the City
Building Inspector. This wall shall have a fire rating to meet code require-
ments.
3. The existing concrete slab, located on site 14, shown on attached Exhibit "A",
attached hereto and made a part hereof, shall be removed from the site and the
entire area graded and smoothed to an elevation ready for forming in the entire
new concrete slab.
4. The concrete slab shall meet the following minimum requirements:
Size: 140 feet OD wide X 50 feet OD deep with 140 feet running north to
south. This shall be 6 inches thick and provide for 4,000 psi mix
concrete and #6 gauge wire mesh throughout.
The perimeter of the slab, shall be insulated under the slab with an
R-3.39 insulation to the satisfaction of the Building Inspector.
The soil where the office slabs are to be poured, shall be treated for
termite protection and a certificate evidencing same shall be filed with
the Purchasing Officer.
NOTE: The actual slab size requirements, may depend on the specific
requirements of the winning bidder. The size noted above is the
minimum acceptable size.
.Page 4
Pre -Engineered Building
Minimum Specifications and Conditions
5. Doors.
A. East Side: Each hangar shall have a 60 foot wide X 18 foot clear
height from finished floor elevation as shown on Exhibit "B", attached
hereto and made a part hereof. These doors shall be electrically
operated and.have a walk through access door built in on the right side
of the left door and on the left side of the right door, so that electrical
service to both doors can be run along the divider wall. Operation of the
doors shall be,by push button.
B. West Side: There shall be a walk through door on each side of the
divider wall as shown on Exhibit "C", attached hereto and made a part
hereof. These doors will permit entry and exit to each office. Addition-
ally, an entry and exit door from each office, shall be installed for
access to each hangar area, as shown on Exhibit "C". Also, an access
door shall be installed for each restroom.
Optional West Side: Garage doors as shown on Exhibit "C", shall be
bid - installed. These doors are to permit entry and exit of autos.
Bid these doors as a separate line item. They are to be electrically
operated, insulated and operated to raise full vertical, if at all
possible.
6. Offices (As shown on Exhibit): Each office is to be fully constructed with
a separate restroom with hot water to a sink (to be electric hot water heater).
This office is to be fully constructed with all walls insulated to meet City
Code and full panelled. The height is to be 8'. Walls are to be constructed
of 2 X 4 on 16" center, with 3 1/2" insulation R-11 and ceiling flat of 2" X 4"
on 24" center and R-19 insulation and 2 flourescent lamps in each office.
There shall be at least one electrical outlet on each wall (110/120 V). Doors
are to be located as shown on Exhibit "C".
Each office shall be fully constructed and ready for use with all utilities
in place. Hot water tank is to be 20 gal. Heating of the office may be by
electric or natural gas, either to meet City Code requirements. Telephone
service shall be roughed in and ready for one phone outlet.
Contractor shall obtain all necessary permits but will not have to pay the
permit fees. However, all of the building construction, is subject to full
code inspections.
7. Heating (Each Hangar Area): Each hangar area shall be heated by a ceiling
hung natural gas heater of at least 300,000 BTU output Modene or equal. Also,
each hangar shall have installed 2 electric paddle ceiling fans, each with -
56 inch blades and move at least 20,000 cubic feet of air per minute.
8. The building plans submitted by each bidder, shall be stamped by a licensed
engineer and/or architect. Also, color pictures of at least 3 separate buildings
constructed elsewhere and presently occupied, shall be submitted with each
bid with the name, address and telephone number for each location.
9. References to trade names in these specifications, is for the purpose of
specifying a minimum quality level of construction below which bids will not
be considered.
r
Page 5
Pre -Engineered Building
Minimum Specifications and Conditions
10. Prospective bidders need not submit an RFP, which proposes to.construct a
"quonset" hut type building. The bids will not be considered.
11. The proposal selected for consideration of bid award, will be the proposal
which:
1. Indicates least cost to the City with the building constructed and
ready for occupancy and use; and
2. The building which indicates the most functional type of structure
and is deemed by the City Board Airport Committee, to be the most
compatible type building for construction at Drake Field and which
would seem to best serve the needs of the Airport in the long run.
12. The proposals will be evaluated by the City Board Airport Committee and
appropriate City Staff and State and Federal Agencies. The final recommend-
ation will be made to the full City Board by the Airport Committee, along
with a recommendation for funding the facility.
13. Each bidder should seal his proposal or (proposals) in separate envelopes,
seal them and clearly mark on the outside of each envelope the;
A. Name of the Bidding Company
B. Address of the Bidding Company;
C. and the words "Proposed Hangar Bid, West Side - Drake Field Airport,
Fayetteville, Arkansas. Bid to be opened at 10:00 A.M. on September 8,
1983."
The exact - not to exceed price of each bid, shall be submitted to the
Purchasing Officer in a separate envelope, sealed to the outside of the larger
envelope. The large envelope is to include a full. description of the proposed
building, color pictures, manufactures literature and other data with pertinent
information necessary for any person to read and gain a full understanding of
the type of building proposed.
If more than one proposal is submitted by the same bidder, each separate bid
proposal envelope shall be marked "Bid A", "Bid B", etc. Both the price
envelope and the large informational envelope, shall be marked clearly, so
that the correct price envelope can easily be matched with the descriptive
literature envelope once the price -envelope has been removed from the larger
envelope.
14. All bidders for this proposed job, shall be licensed under the terms of Act
150 of the 1965 Acts of the Arkansas General Assembly.
15. All bidders on this job, shall carry insurance in the following amounts and -
types: The contractor shall maintain such insurance as will protect him from
claims under workmen's compensation acts and other employee benefits and from
claims for damages because of bodily injury, including death, and claims for
damages to property which may arise out of operations or the work, whether such
operations be by himself or by any sub -contractor or anyone directly or indirectly
employed by either of them. The insurance shall be written by companies authorizes
to do and doing business in Arkansas and for not less than the following limits:
Certificates of such insurance shall be filed with the City before work commences
under any contract or subcontract.