Architectural Specifications (3)Alternate No. G-6. For omission of construction of all concrete walks between
north side of building and service drive to construction limits indicated,
Deduct from Base Proposal the following sum:
(written)
Dollars ($ )
Alternate No. G-7. For omission of construction of retaining wall complete with
guardrail and foundation drain line from points of connection with
bridge to east and west ends of retaining wall as shown.for
construction limits, Deduct from Base Proposal the following sum:
(written)
Dollars ($ )
Alternate No. G-8. For omission of construction of storm drain line and
drainage structures including drain inlet complete with frame and grates and
storm drain manhole under service drive to construction limits indicated,
Deduct from Base Proposal the following sum:
(written)
Dollars ($ )
Alternate No. G-9. For construction of Terrazzo Flooring on entire first floor
area east of elevator lobby (slab on fill) in lieu of vinyl asbestos flooring
as scheduled and including all necessary construction revisions required to
effect this change, Add to Base Proposal the following sum:
(written)
Dollars ($ )
PART II - MECHANICAL WORK
Base Proposal. For all Mechanical Work as set forth in the Special Conditions,
included in the specifications and shcwn or designated on the drawings, the
Undersigned agrees to perform all the work and furnish all the material for
the following sum:
(written)
Dollars ($ )
and to complete said work within calendar days after the date on
which the site is available for construction as specified in writing by the
Owner.
P-3
(Revised)
10 April 1967
SUPPLEMENT TO PROPOSAL FOR PART II - MECHANICAL WORK
CITY, COUNTY, BOARD OF EDUCATION ADMINISTRATIVE OFFICE BUILDING
SALINA, KANSAS
Date:
Owners: Saline County -City Building Authority, Salina, Kansas
Architect -Engineer: Wilson -Shaver, Architects -Engineers, Salina, Kansas
Gentlemen:
1. The Undersigned hereby certifies that his proposal for Part II -
Mechanical Work for the City, County, Board of Education Administrative
Office Building is based on furnishing and installing Model 30HS water
chilling units as manufactured by the Carrier Corporation. The Undersigned
hereby proposes to furnish and install water chilling units as manufactured
by companies other than the Carrier Corporation, with corresponding re-
visions to his proposal, as follows:
Name of Manufacturer (Add to) (Deduct from) Proposal
A
q
2, The Undersigned hereby certifies that his proposal for Part II -
Mechanical Work for the City, County, Board of Education Administrative
Office Building is based on furnishing and installing mechanical equipment
as made by the following listed manufacturers:
Item
Boiler
Plumbing Fixtures:
P-1, Water Closet
P-2, Water Closet
P-3, Lavatory
P-4, Lavatory
SP -1
Manufacturer
Item
P-5, Urinal
P-6, Service Sink
P-7, Electric Water Cooler
P-8, Combination Water Closet
and Lavatory
P-9, Service Receptor
P-10, Counter Sink
P-11, Counter Sink
P-12, Counter Sink
Chilled Water and Hot Water Pumps
WP -1, WP -2, WP -3, WP -4
Water Coils
Air Handling Blowers
Temperature Controls
Electrostatic Filters
Registers, Grilles, Diffusers
Sewage Ejector
Sump Pump
Incinerators
(Seal - if bid by
a corporation)
10 APRIL 1967
(65-87, 65-85)
1527, 1528)
Manufacturer
BIDDER
ADDRESS
BY
TITLE
WILSON -SHAVER
ARCHITECTS -ENGINEERS
SALINA, KANSAS
I
SP -2
I
As
1 March 1967
(65-85)
(1528)
CITY, COUNTY, BOARD OF EDUCATION
ADMINISTRATIVE OFFICE BUILDING
SALINA, KANSAS
SALINE COUNTY -CITY BUILDING AUTHORITY
Carl Ramsey, Chairman
H. L. Glover, Secretary
R. Bruce Johnson, Treasurer
R. M. Stark
Melvin Thelander
G. N. Waddell
Frank Yost
`BRED qRc
\� ti
JOHN A,
�j SH*VER
N,
61
TF
0 F KF -e'/,'
WILSON -SHAVER
ARCHITECTS -ENGINEERS
SALINA, KANSAS
REQUEST FOR BIDS
Separate sealed proposals for General Construction Work, Mechanical Work,
Electrical Work, Movable Partitions, and Elevators for the City, County,
Board of Education Administrative Office Building, Salina, Kansas, will
be received by the Saline County -City Building Authority, in the'4-H
Building, Kenwood Park, Salina, Kansas, until 4:00 p.m., COST, 18 April
1967, at which time and place the bids will be opened publicly and read
aloud. Bids received later than this hour and date will be returned un-
opened.
The project consists of construction of a new three story administrative
office building with basement, including reinforced concrete foundation
• and frame, face brick, concrete masonry units, granite, prestressed double
"T" roof deck with 3 -inch lightweight concrete topping, built-up roofing,
aluminum doors and windows, steel doors, millwork, painting, acoustical
treatment, movable partitions and elevators; plumbing, heating, ventilating,
air conditioning, incinerator; electrical work, fire alarm system, telephone
conduits and public address system.
Copies of the plans, specifications and other contract documents are on
file and available for public inspection at the following offices:
Dodge Reports, 1804 Broadway, Kansas City, Missouri
Dodge Reports, 230 Laura,.Wichita, Kansas
Kansas Construction News, Insurance Building, Topeka, Kansas
Mid -West Contractors, .253.7 Madison, Kansas City, Missouri
Salina Chamber of Commerce, 115 West Iron, Salina, Kansas
Hutchinson Chamber of Commerce, Box 946, Hutchinson, Kansas
Lincoln Builders' Bureau, 17.34 "R" Street, Lincoln, Nebraska
Wilson -Shaver, Architects -Engineers, 205 1/2 South Santa Fe, .Salina, Kan.
Wilson -Shaver, Architects -Engineers, 631 East Crawford, Salina, Kansas
A set of such documents may be ob
Engineers, 2051/2 South Santa Fe
upon deposit of $50.00 for each s
the entire deposit for each set o
of the documents in good conditio
a bid is not submitted, $25.00 fo
upon return of the documents in g
of bids.
tined from Wilson -Shaver, Architects -
Salina, Kansas, on or.about'6 March 1967
1. If a bid is submitted.to the Owner,
documents will be refunded upon return
within 15 days after receipt of bids. If
each set of documents will be refunded
�d condition within 15 days after receipt
Bidders are required to use the printed proposal form which is bound in the
contractdocuments. Each bid must be accompanied by a certified check,
cashier's check on a solvent bank', or acceptable bid bond, in the amount.of
fivepercent of the amount bid, made payable to the Saline County -City
Building Authority, Salina, Kansas, No bid may be withdrawn within 60.days
from the scheduled closing time for receiving bids.
The Saline County -City Building Authority reserves the right to reject any
or all bids and to waive any irregularities therein.
Saline County -City Building Authority
By - Carl Ramsey, Chairman
0 T I C E
Proposals for construction of the Safina Public Library to be located in the
Civic Center Site at the South side of Elm Street between Seventh and Ninth
Streets will be received at the same ltime and place as proposals for con-
struction of the City, County, Board of Education Administrative Office
Building. Combined proposals for construction of both buildings as included
herewith will be accepted. Plans and specifications for construction of the
Salina Public Library may be obtained from Wilson -Shaver, Architects -Engineers,
631 East Crawford, Salina, Kansas upon deposit of $30.00 for each set. If a
bid is submitted to the Owner, the entire deposit for each set of documents
• will be refunded upon return of the documents in good condition within 15 days
after receipt of bids. If a bid is not submitted, $15.00 for each set of
documents will be refunded upon return of the documents in good condition
within 15 days after receipt of bids.
0
fa
111528
TABLE OF CONTENTS
Page No.
REQUEST FOR BIDS
GENERAL CONDITIONS
SPECIAL CONDITIONS
LABOR STANDARDS
WAGE RATES
PROPOSAL
PERFORMANCE BOND
STATUTORY BOND
APPOINTMENT OF PROCESS AGENT
TECHNICAL SPECIFICATIONS
SECTION 1 - ALTERNATE PROPOSALS
1
General
1-1
2
General Construction Work
1-1
3
Mechanical Work
1-3
4
Electrical
1-3
5
Movable Partition Work
1-3
6
Elevator Work
1-3
SECTION
2 - EXCAVATION, FILLING BACKFILLING
1
General
2-1
2
Site Preparation
2-1
3
Barricades and Warning Signs
2-1
4
Subsurface Investigations
2-1
5
Excavation
2-2
6
Earth Fill and Backfill Within the Limits of
New Construction
2-2
7
Backfill Outside Building Limits
2-2
8
Base Course
2-2
9
Drainage Fill
2-2
10
Foundation Drain Lines
2-2
11
Grading
2-3
12
Subgrade Preparation for Drive and Walks
2-3
SECTION
3 - CONCRETE WORK
1
General
3-1
2
Strength of Concrete
3-1
3
Sampling and Testing
3-1
4
Portland Cement
3-1
INDEX - 1
#1528
SECTION 4 - MASONRY WORK
1
General
Page No.
5
Aggregates
3-2
6
Water
3-3
7
Admixture
3-3
j
Proportioning
3-3
9
Preliminary Mixes
3-4
10
Operating Mixes
3-4
11
Forms
3-4
12
Form Lining
3-5
13
Reinforcing Steel
3-6
14
Embedded Items
3-6
15
Mixing and Placing
3-6
16
Construction Joints
3-7
17
Expansion Joints
3-7
18
Finishing
3-8
19
Curing
3-9
20
Frost Protection
3-9
21
Removal of Forms
3-10
22
Nonshrink Grout
3-10
23
Defective Concrete
3-10
24
Dampproofing
3-11
25
Prestressed Concrete
3-11
26
Walks, Curb and Gutter and Concrete Pavement
3-12
27
Lightweight Concrete
3-12
SECTION 4 - MASONRY WORK
1
General
4-1
2
Ordering Granite
4-1
3
Masonry Materials
4-1
4
Pouring Type Insulation
4-3
5
Mortar Materials
4-3
6
Mortar Proportions
4-4
7
Laying Brick and Concrete Masonry Units
4-4
8
Granite, Limestone and Marble Work
4-5
9
Built-in Work
4-5
10
Delivery and Storage
4-5
11
Cleaning and Protection
4-5
12
Waterproofing Outside Walls
4-5
SECTION
5 - MISCELLANEOUS METAL WORK
1
General
5-1
2
Structural Steel
5-1
3
Steel Fabrication
5-1
4
Protection of Aluminum
5-1
5
Guardrails for Installation on Retaining Walls
5-1
6
Handrails
5-1
7
Safety Nosings
5-2
8
Grating
5-2
9
Expansion Joint Cover
5-2
10
Steel Gates
5-2
11
Closet Rods
5-2
INDEX - II
#1528
Page No.
12 Steel Pan Stairs 5-3
13 Sheet Metal Work 5-3
14 Miscellaneous Items 5-3
15 Painting 5-4
SECTION 6 - CARPENTRY AND MILLWORK
1
General
6-1
2
Lumber Materials
6-1
3
Rough Carpentry
6-2
4
Rough Hardware
6-3
5
Millwork and Trim
6-3
6
•
Doors
6-3
SECTION
7 - ROOFING
1
General
7-1
2
Materials
7-1
3
Roof Insulation
7-2
4
Built -Up Roofing
7-2
5
Cants
7-2
SECTION 8 - METAL DOORS, WINDOWS AND FRAMES
1 General
8-1
2 Protection of Aluminum
8-1
3 Aluminum Entrances Including Doors and Frames
and Glazed Panel Frames
8-1
4 Aluminum Windows
8-2
5 Hollow Metal Doors
8-2
6 Steel Frames
8-2
7 Aluminum Rolling Counter Doors
8-3
8 Vault Door
8-3
SECTION 9 - GLAZING AND CALKING
1 General 9-1
2 Glass 9-1
3 Glazing 9-1
4 Glass Acceptance 9-1
5 Calking 9-1
SECTION 10 - LATHING PLASTERING AND STUCCO
1 General 10-1
2 Suspension and Partition Systems 10-1
3 Metal Lath 10-2
4 Edge Moldings, Screeds and Corner and Casing Beads 10-2
5 Expansion Joints 10-2
6 Mixing of Plaster 10-2
7 Mixing of Stucco 10-3
8 Application of Plaster, 10-3
INDEti - III
111528
9 Application of Stucco
10 Patching
SECTION 11 - VINYL ASBESTOS TILE AND VINYL BASE
Page No.
10-4
10-4
1 General 11-1
2 Vinyl Asbestos Tile Floors 11-1
3 Vinyl Base 11-1
4 Edge Strips 11-1
SECTION 12 - TERRAZZO WORK
1 General 12-1
2 Materials 12-1
3 Preparation of Supporting Surfaces 12-1
4 Reinforced Mortar Underbed 12-1
5 Terrazzo Topping 12-2
6 Curing 12-2
7 Grinding, Grouting and Finishing 12-2
8 Cleaning and Sealing 12-2
SECTION 13 - CARPETING
1 General 13-1
2 Materials 13-1
3 Installation 13-2
SECTION 14 - ACOUSTICAL TREATMENT AND CEILING GRID SYSTEM
1 General 14-1
2 Materials 14-1
3 Installation 14-1
SECTION 15 - BUILDERS HARDWARE, TOILET ACCESSORIES AND MIRRORS
1
General
15-1
2
Allowance
15-1
3
Manufacturer
15-1
4
Quantities
15-1
5
Application of Hardware
15-2
6
Mirrors
15-2
SECTION 16 - BUILDING ACCESSORIES AND SPECIALTIES
1 General
16-1
2 Metal Toilet Partitions
16-1
3 Fabric Folding Doors
16-1
4 Fixed Pedestal Chairs
16-1
5 Pew Seating
16-2
6 Drive -Up Window
16-2
7 Roof Hatch
16-2
8 Recessed Floor Mats
16-2
9 Fire Hose Cabinets
16-2
INDEX - IV
111528
Page No.
10
Mail Chute
16-2
11
Vertical Blinds
16-2
12
Bronze Plaque
16-3
13
Electric Cooking Unit
16-3
14
Directories
16-3
15
Cell Front
16-3
16
Room Numbers and Name Plates
16-3
SECTION 17 - PAINTING AND FINISHING
1
General
17-1
2
Paint Materials
17-1
3
4
Colors and Samples
General Requirements
17-1
17-1
5
Preparation of Surfaces
17-1
6
Paint Standards
17-2
7
Schedule of Painting
17-2
8
Spray Glaze Wall Finish
17-3
SECTION 18 - MOVABLE PARTITIONS
1
General
18-1
2
Scope
18-1
3
Work Included
18-1
4
Work Not Included
18-1
5
Partition Requirements
18-1
6
Partition Components
18-2
7
Wood Panels and Doors
18-2
8
Hardware
18-3
9
Glass and Glazing
18-3
10
Structural Performance
18-3
11
Acoustical Performance
18-3
12
Electrical Provisions
18-3
13
Factory Finish
18-4
14
Installation
18-5
15
Clean -Up
18-5
SECTION
19 - PASSENGER ELEVATORS
1
General
19-1
2
Drawings
19-1
3
Work Included Under Other Sections
19-1
4
Travel
19-1
5
Capacity and Speed
19-1
6
Power Supply
19-1
7
Car Platform and Sling
19-1
8
Car Guides and Guide Shoes
19-2
9
Car Enclosure (Elevator Cab)
19-2
10
Car Doors
19-2
11
Hoistway Entrances --(Doors)
19-2
12
Door Operation
19-2
13
Interlocks
19-3
14
Hoistway Door Unlocking Device
19-3
15
Operation --(Duplex Selective Collective Automatic
Pushbutton --Operation Without Attendant
19-3
16
Jack Unit
19-5
INDEX - V
#1528
Page No.
17
Power Unit (Machine)
19-6
18
Protective Device
19-7
19
Buffers
19-7
20
Wiring, Piping and Oil
19-7
21
Main Line Strainer
19-8
22
Automatic Guide Lubricators
19-8
23
Permits and Sales Taxes
19-8
24
Painting
19-8
25
Guarantee
19-8
26
Maintenance
19-9
SECTION
20 - PRIVATE ELEVATOR
1
1
General
20-1
2
Drawings
20-1
3
Work Included Under Other Sections
20-1
4
Travel
20-1
5
Capacity and Speed
20-1
6
Power Supply
20-1
7
Car Platform and Sling
20-1
8
Car Guides and Guide.Shocs
20-2
9
Car Enclosure (Elevator Cab)
20-2
10
Car Gates
20-2
11
Hoistway Engrances--(Doors)
20-2
12
Operation --(Single Automatic Pushbotton)
20-2
13
Power Unit (Machine)
20-3
14
Sound Reduction
20-4
15
Buffers
20-5
16
Wiring, Piping and Oil
20-5
17
Main Line Strainer
20-5
18
Automatic Guide Lubricators
20-5
19
Permits and Sales Taxes
20-5
20
Painting
20-5
21
Guarantee
20-5
22
Maintenance
20-6
SECTION
21 - PLUMBING
1
Scope
21-1
2
General
21-1
3
Concrete Work
21-2
4
Electrical Work
21-2
5
Sewage Ejector
21-3
6
Sump Pump
21-3
7
Hot Water Recirculating Pump
21-4
8
Incinerator
21-4
9
Precast Refractory Stack
21-4
10
Water Heater, Gas Fired
21-4
11
Pressure Gages
21-5
12
Piping
21-5
13
Pipe Installation
21-7
14
Magnesium Anodes
21-11
15
Gas Line Isolation
21-11
16
Water Meter Setting
21-11
17
Pipe Supports
21-11
INDEX - VI
#1528
Page No.
0
18
Valves
21-12
19
Special Valves
21-12
20
Valve Boy:.
21-13
21
Pipe Sleeves
21-13
22
Shock Absorbers
21-13
23
Roof Drains
21-13
24
Floor Drains
21-13
25
Cleanouts
21-14
26
Traps
21-14
27
Sprinkler Head
21-14
28
Standpipe Siamese Fire Department Connection
21-14
29
Thermometer
21-14
30
Pipe Insulation
21-14
` 31
1
Installation of Plumbing Fixtures
21-15
32
Plumbing Fixtures
21-15
33
Sewer Manholes
21-17
34
Sterilization
21-17
35
Tests
21-18
36
Defective Work
21-18
37
Cleaning and Adjusting
21-18
38
Guaranty
21-18
SECTION 22 - AIR CONDITIONING
1
Scope
22-1
2
General
22-1
3
Electrical Work
22-2
4
Equipment Bases
22-2
5
Exhaust Fans
22-2
6
Boiler
22-3
7
Induced Draft Fan
22-3
8
Precast Refractory Stack
22-3
9
Water Chilling Units
22-3
10
Water Coils
22-6
11
Blowers
22-6
12
Casing
22-7
13
Pre -Filters
22-7
14
Electrostatic Filter
22-7
15
Expansion Tanks
22-7
16
Water Connections
22-7
17
Unit Heaters
22-8
18
Air Control Fittings
22-8
19
Circulating Pumps (WP -1, WP -2, WP -3, WP -4)
22-8
20
Circulating Pump, In -Line (WP -5)
22-8
21
Ductwork
22-8
22
Dampers
22-11
23
Duct Access Doors
22-11
24
Flexible Connections
22-11
25
Registers, Grilles and Diffusers
22-11
26
Wall Louvers
22-12
27
Draft Gauges
22-12
28
Acoustical Lining
22-12
29
Sound Absorbers
22-13
30
Adjustment of Air Distribution
22-13
31
Temperature Controls
22-13
32
Mixing Boxes
22-17
INDEX - VII
11528
Scope
23-1
2
General
Page No.
33
Piping
22-18
34
Pipe Installation
22-19
35
Dielectric Fittings
22-21
36
Pipe Supports
22-21
37
Pipe Sleeves
22-21
38
Flashing
22-21
39
Valves
22-22
40
Flexible Pipe Couplings
22-23
41
Vibration Eliminators
22-23
42
Water Strainers
22-23
43
Pressure Gauges
22-23
44
Thermometers
22-23
45
Insulation
22-23
46
Identification of Piping
22-24
47
Flow Meter
22-25
48
Balancing Systems
22-25
49
Tests
22-25
50
Cleaning of Boiler and Piping
22-26
51
Cleaning for Painting
22-26
52
Operation and Maintenance Instructions
22-26
53
Guarantee
22-26
SECTION 23 - ELECTRICAL WORK
1
Scope
23-1
2
General
23-1
3
Grounding
23-1
4
Raceway Systems
23-1
5
Conductors
23-2
6
Outlets
23-3
7
Wall Switches
23-3
8
Receptacles
23-4
9
Telephone Floor Service Fittings
23-4
10
Device Plates
23-4
11
Lighting Fixtures
23-4
12
Louver Ceilings
23-5
13
Low Voltage
23-5
14
Main Switchboard
23-5
15
Panelboards
23-6
16
Dry Type Transformers
23-6
17
Motor Disconnect Means
23-6
18
Equipment Connections
23-6
19
Time Clocks
23-7
20
Electric Heaters
23-7
21
Public Address Sound System
23-7
22
Fire Alarm System
23-7
23
Electric Clocks
23-8
24
Shop Drawings
23-8
25
Underground Electrical Ducts
23-9
26
Tests
23-9
27
Guaranty
23-9
SECTION 24 - CONCRETE WALKS
1 General 24-1
2 Excavation 24-1
3 Concrete 24-1
INDEX - VIZI
#1528
Page No.
4 Tamping and Consolidation 24-1
5 Expansion Joints 24-1
6 Contraction Joints 24-1
7 Finishing 24-1
8 Curing 24-1
SECTION 25 - COMBINED CURB AND GUTTER
INDEX - IX
1
General
25-1
2
Excavation
25-1
3
Forms
25-1
4
Joints
25-1
5
Concrete
25-1
6
Finishing
25-1
7
Curing and Protection
25-2
SECTION
26 - STORM DRAIN LINES
1
Geneal
26-1
2
Trenching and Backfilling
26-1
3
Preparing Pipe Bed
26-1
4
Renforced Concrete Pipe
26-1
5
Installing Concrete Pipe
26-1
6
Connections to Structures
26-2
7
Temporary Plugging of Pipelines
26-2
8
Drainage Structures
26-2
SECTION
27 - CONCRETE PAVEMENT
1
General
27-1
2
Concrete
27-1
3
Subgrade
27-1
4
Forms and Form Setting
27-1
5
Placing
27-1
6
Finishing
27-2
7
Pavement Joints
27-2
8
Sealing Joints
27-3
•
9
Curing
27-3
INDEX - IX
•
GENERAL CONDITIONS
1. Standard General Conditions. The General Conditions of the Contract
for the Construction of Buildings, Standard Form of the American Institute
of Architects, hereinafter referred tows the "Standard General Conditions",
are hereby made a part of these specifications and of any contract subse-
quently entered into. A copy of these Standard General Conditions may be
seen in the office of the Architect -Engineer.
2. Supplementary General Conditions. These supplementary general condi-
tions and the specifications following shall take precedence over and shall
modify any pages or statements of the above mentioned Standard General
Conditions and shall be used in conjunction with them.
a.
Definition of Terms.
(1) Contract Documents. The term "Contract Documents" shall
include the following.
1. Drawings 5. Technical Specifications
2, Special Conditions 6. Agreement
3. General Conditions 7. Proposal
4, Standard General Conditions
by Reference
(2) Architect -Engineer. The term "Architect -Engineer" or
"Architect" shall mean the firm of Wilson -Shaver, Architects -Engineers,
Salina, Kansas, acting within the authority entrusted to them. The term
"Architect -Engineer" has the same meaning as the term "Architect" in the
Standard General Conditions and the two terms are used interchangeably
throughout the contract documents. All questions of bidders, and of the
Contractor after award of the contract, shall be directed to Wilson -Shaver.
Any prospective bidder in doubt as to the true meaning of any part of the
contract documents may submit to Wilson -Shaver a written request for an
interpretation thereof. Official interpretation, modification or revision
of the contract documents prior to awarding of contract will be made only
by addendum, duly issued and mailed or delivered to each party having a set
of contract documents.
(3) The Phrase "or Equal". Wherever the phrase "or equal"
appears in these specifications, it shall be construed to mean that mate-
rial or equipment will be acceptable only when such material or equipment
is composed of parts of equal quality, is of equal workmanship and finish,
and will accomplish the desired end as efficiently as the brand or make of
material or equipment which has been named in the technical specifications;
all as approved by the Architect -Engineer.
(4) Work. The term "work" shall mean the furnishing of mate"
rials, tools, equipment, incidentals, and other items required for construc-
tion purposes or incorporated in the finished work; together with performing
the necessary operations to complete the construction under the terms of the
contract documents in accordance with the plans and specifications.
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b. Specifications. Titles to divisions and paragraphs of these
contract documents are introduced for convenience and shall not be taken
as a part of the specifications, and furthermore, shall not be taken as a
complete or correct segregation of the several units of materials and
labor. No responsibility, either direct or implied, is assumed by the
Architect -Engineer for omissions or duplications by the Contractor or
his subcontractors, due to real or alleged errors in arrangement of mat-
ter in these contract documents.
C. Measurement. Before ordering any material or doing any work,
each Contractor shall verify all measurements at the building and shall
be responsible for the correctness of same. No extra charge or compensation
• will be allowed on account of difference between actual dimensions and
the measurements indicated on the drawings; and any difference which may be
found shall be submitted to the Architect -Engineer for consideration
before proceeding with the work,
d. Examination of the Premises. Before submitting his proposal
for the work, each bidder shall have examined the premises and satisfied
himself as to the existing conditions under which he will be obliged to
operate, or that will in any manner affect the work under this contract.
No allowances will be made subsequently in this connection in behalf of
the Contractor for any errors or negligence on his part.
e. Permits and Fees. Each Contractor shall obtain and pay for all
permits, give all legal notices and pay all fees required for the work
of his contract. Each Contractor and his subcontractors shall pay all
special assessments or taxes on labor and materials used in the construction
of this building, which are or may be levied by the State or National
government having jurisdiction over such operations. This item shall
include all special taxes, such as Social Security, etc.
f. Laying Out Building. The General Construction Contractor shall
have the main lines of the building laid out for him at the site by a
licensed surveyor or registered civil engineer and shall include the cost
of such surveyor's or engineer's service in his proposal. The General Con-
struction Contractor shall be responsible for laying out the work from
• the lines established by the surveyor or engineer,
L. Storage Sheds. Each Contractor shall provide, maintain and
remove, when directed, suitable substantial and watertight storage
sheds upon the premises in which he shall store all materials which could
be damaged by the weather,
_h. Water for Building Purposes. Each Contractor shall provide and
pay for all water required under his contract. This shall include all
means of conveying same to point of use.
_i. Electrical Energy. Each Contractor shall apply for and have
separate meter set, and pay for all current used in his part of the work
He shall also provide all temporary wiring necessary.
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�. Temporary Heat. If temporary heat is required, the General
Construction Contractor shall provide approved heating apparatus and
adequate and proper fuel, and maintain fire as required. Temporary heating
apparatus shall be installed and operated in such manner that fin ished work
will not be damaged thereby.
k. Equipment. Except as otherwise specified, each Contractor shall
furnish at his own cost and risk, all tools, apparatus, hoists, derricks,
including power for same, scaffolding and all temporary work and materials
necessary for the execution of his contract. Temporary equipment shall
be installed in such a manner that the finished work will not be damaged
by smoke, falling mortar, concrete or other causes.
• 1. Handling Materials. Each Contractor or subcontractor shall be
responsible for the proper care and protection of all his materials,
equipment, etc., delivered at the site and for any damage to his work, or
material, from the date of signing the agreement until the final payment
is made, and shall make good, without cost to the Owner, any damage or
loss that may occur during this period. Should any material be found
defective or in any way contrary to the contract, this material, no matter
in what stage of completion, may be rejected by the Architect -Engineer
and shall be removed from the premises at once.
M. Relations Between Contractors and/or Subcontractors. Each Con-
tractor or subcontractor shall cooperate with other Contractors or sub-
contractors to the end that undue delay in the construction is avoided.
The General Construction Contractor shall install frames for chases and
openings and shall install inserts and sleeves for the work of other
Contractors; provided such frames; inserts and sleeves are furnished at
the proper time, and provided the locations for same are accurately identi-
fied by the respective Contractor. In the event such facilities are not
furnished by the applicable Contractor at the proper time or are not
accurately located, thay shall be installed or relocated at the expense of
the Contractor who is at fault, at no additional expense to the Owner.
Any existing work damaged shall be repaired at the expense of the offending
Contractor.
. n. Inspection. Each Contractor shall maintain proper facilities
for inspection and safe access to all parts of the work. No work shall
be enclosed or permanently covered until approved and should any work
be covered without the Architect -Engineer's approval, it shall be uncovered
by the Contractor for examination.
o. Alterations. The Owner reserves the right to alter any part of
the plans or specifications at any time. The additional cost of construc-
tion, if any, resulting from such alterations as may be desired shall be
charged as "extra", and if any alteration reduces the cost of construction
such reduction shall revert to the Owner as a "credit". The amount of
"extra" or "credit" for each alteration shall be agreed upon in writing
between the Architect -Engineer or Owner and the Contractor in advance.
No claim for extras will be allowed unless such extra work shall have
been ordered by the Owner or Architect -Engineer in writing and the price
of same agreed upon before hand.
[e�7
_R. Samples. When so requested, each Contractor shall furnish to
the Architect -Engineer, for approval, samples of any materials to be used
in the work herein described under his contract. All materials furnished
must be fully equal to the approved samples.
_q. Approval of Samples. Contractors shall make written request to
the Architect -Engineer for, and obtain his approval of, the use of any
materials, construction, etc., other than those mentioned as standards in
the specifications, or indicated on the drawings, and of materials, con-
structions, etc., proposed for the use when "approved" materials or work
are specified without mentioning any standard by name. Subcontractors
shall make all requests for approval through the respective Contractor.
• r, Protection of the Public and Owner's Property. Each Contractor
shall assume all responsibility for protection of the public against
injury., from the time his contract is signed until final acceptance of
the work by the Owner. He shall maintain adequate protection for all
his work and materials. He shall be responsible for any loss or damage
caused by him or his workmen to the Owner's property, or to adjacent areas,
and shall make good any loss, damage or injury to same without cost to
the Owner, The General Construction Contractor shall provide and main-
tain guard fences, lights and other protection facilities as required by
public authority or local conditions. Each Contractor shall protect
all existing walks, trees, shrubs, lawns, etc., which are to remain; and
any damage to such must be repaired or the item replaced in kind.
S. Contractor's Liability Insurance. Each Contractor shall, during
the continuance of the work under this contract, and also any extra work
in connection therewith, maintain workmen's compensation insurance, public
liability and property damage insurance, and other necessary insurance
in sufficient amounts to protect himself from any liability or damage for
injury, including death, to any of their employees, the public or other
persons, including any liability or damage to property.
t. Builder's Risk Insurance. The Owner shall maintain fire, tornado,
wind and hail insurance upon the entire structure on which the work of
this contract is to be done, and upon all materials in or adjacent thereto
and intended for usethereon, Any loss shall be made adjustable with and
• payable to the Owner as trustee.
U. Sanitary Arrangements. The General Construction Contractor shall,
at the beginning of the work, provide on the premises where directed,
a suitable temporary convenience and enclosure for the use of all workmen
on the job, shall maintain same in sanitary condition and remove same and
all its contents at the completion of the work; or shall make arrangements
to use existing facilities.
V. Bond. Each Contractor shall, within 10 days from and after the
execution of his contract, and before commencement of the work, furnish
and deliver to the Owner, to be filed with the proper authority, and meeting
the approval of all parties concerned as required by law, a legally issued
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surety bond meeting the approval of, and running to, the Owner in an
amount not less than the total contract price of said improvements, condi-
tioned upon the prompt, full and complete performance by the Contractor
of his covenants and agreements contained in the contract documents and
indemnifying the Owner against all claims, loss or damage which he may
sustain or suffer by reason of any injury to persons or property occassioned
by the action of the Contractor or his employees. The cost of the bond
shall be included in the lump sum bid.
W. Addenda. Any addenda issued prior to the time of the bidding
shall be covered in the proposal, and in closing a contract they shall
become a part thereof.
• X. Guarantee. Each Contractor shall guarantee his work for a
period of one year from the date of acceptance by the Owner and shall
leave same in perfect order at completion; and neither shall the final
certificate of payment nor any provision of the contract documents
relieve the Contractor of his responsibility for negligence, faulty
materials or workmanship within the period above mentioned. Upon receipt
of written notice, he shall remedy any defects and shall pay all
expenses for any damage done to other work.
1. Payments to Contractor. Not later than the fifteenth day of
each calendar month the Owner will make a 90 percent partial payment to
each Contractor, based upon a duly certified and approve estimate,
for work performed and materials delivered to the site during the
preceding calendar month under his contract. The final payment and 10
percent balance will be made upon acceptance of the completed work by
the Owner.
Z. Use of Completed Portions, The Owner reserves the right to
take possession of and use any completed or partially completed portions
of the building, and further reserves the right to install equipment and
facilities which are not a part of the contract, notwithstanding the
fact that the time of completion of entire work or portions thereof may
not have expired; but suchtaking possession or installation of facilities
shall not be deemed an acceptance of any work not completed in accordance
with the contract documents. The Owner, in taking possession of completed
•
portions or in installing such equipment and facilities, shall do so at
his own risk and shall cause to be repaired at his own expense any damage
which may occur either directly or indirectly by reason of such action.
aa. Cleanup. Each Contractor shall keep the premises reasonably
clean at all times, and shall remove all rubbish as often as designated
by the Architect -Engineer. Each Contractor shall clean up around the
new building when completed and leave the grounds in a neat and clean
condition. At the completion of the work, the General Construction
Contractor shall have all glass throughout the building washed clean,
removing all stains, etc., and taking care not to scratch the glass.
GC -5
SPECIAL CONDITIOiNS
1. Scope. The work to be done under these specifications consists of
furnishing all materials and performing all work as shown and designated
for the City, County, Board of Education Administrative Office Building,
Salina, Kansas, as shown on the drawings and as hereinafter specified.
The work will be done under the general supervision of Wilson -Shaver,
Architects -Engineers, Salina, Kansas, who will represent the Saline County -
City Building Authority, hereinafter known as the Owner.
2. Basis of Bidding. The work shall be divided into "General Construction
• Work", 'Nechanical Work", "Electrical Work", "Movable Partition Work" and
"Elevator Work" as listed on the proposal form. Each bidder is requested
to submit prices for each division of work listed for which he wishes to
submit a bid. Each successful bidder will become a prime contractor for
that Part of the project for which he is awarded a contract. As a prime
contractor he will be required to comply with all of the provisions of
these Special Conditions and of the General Conditions and Labor Standards.
These provisions shall include, but shall not be limited to, requirements
for bid security, insurance coverage, permits and fees, storage sheds, water
for building purposes, electrical energy, temporary heat, sanitary facili-
ties, telephone service, etc. At his option, a prime contractor may furnish
his own storage facilities, water, electrical energy for light and power,
etc., or may make arrangements with other prime contractors for these fa-
cilities and for use of temporary service meters already installed. The
work is divided as follows:
a. General Construction Work. Part I - General Construction Work
shall consist of all general construction, including furnishing all mate-
rials and performing all work as specified in Sections 1 through 17 and
Sections 24 through 27 of the Technical Specifications, and in addition,
all work required to construct and leave openings in walls, floors and
ceilings for installation of piping, electrical conduits and other items
specified to be furnished and installed under other divisions of the work.
The work shall include the installation of framing, anchors and inserts
furnished by Others for support of items to be installed by them, provided
• the location of such openings, inserts and anchors are made known prior to
the construction of such wall, floor or ceiling in which the item is to be
located and further providing that no undue delay is caused thereby.
b_ Mechanical Work. Part II - Mechanical Work shall consist of all
mechanical work, including furnishing and installing all plumbing, venti-
lating, heating and air conditioning, piping, ductwork, equipment items
and materials. Mechanical work shall include all trenching and backfilling
for piping within.the building and all trenching and backfilling for and
installation of all water, gas and sanitary sewer lines from the building
to and including connections (except connection to gas main) with respective
utility lines (existing or by Others) at the approximate locations shown on
SC -1
the drawings, together with tunneling under obstructions encountered during
trenching operations. All items of work and equipment shall be as shown on
the drawings and as specified in Sections 1, 21 and 22 of the Technical
Specifications.
C. Electrical Work. Part III - Electrical Work shall consist of all
electrical work, including furnishing and installing all light and power
wiring and facilities including fixtures; installation of conduits, junction
boxes and wiring to point of connection with equipment; making electrical
connections to all equipment items; telephone conduits, alarm and public -
address systems
• d. Movable Partitions. Part IV - Movable Partition Work shall con-
sist of furnishing and installing movable partitions on first and second
floors at all indicated locations in arrangement as shown. All partition
components shall be as designated for the location and as specified in
Sections 1 and 18 of the Technical Specifications.
e, Elevators. Part V - Elevator Work shall consist of furnishing
and installing two passenger elevators operating from basement to third
floor level and one private elevator operating from second to third floor
level in hoistways completed by others at locations shown. All items of
work and equipment shall be as shown on the drawings and as specified in
Sections 1, 19 and 20 of the Technical Specifications.
f. Alternate Proposals. The variations in work to be performed
under the Alternate Proposals for each of the Parts are described in
Section 1 of the Technical Specifications.
3, Drawings, The drawings governing the work, and to which reference
is made throughout these specifications consist of 56 sheets, identified
under Project File No. 1528 or 65-85, dated 1 March 1967, and titled as
follows:
CITY, COUNTY, BOARD OF EDUCATION ADMINISTRATIVE OFFICE BUILDING
SALINA, KANSAS
4. Location. North of Ash Street between Seventh and Ninth Streets,
Salina, Kansas.
5. Definition of Terms. In addition to the terms defined in the General
Conditions, the term "Owner" shall mean the Saline County -City Building )j
Authority, Salina, Kansas, and the term "Contractor" shall mean the part-
nership, corporation, or individual entering into a prime contract with
the Owner for the performance of any work for the project.
6. Proposal and Signature. The bidders shall use the form of proposal
attached in presenting bids. Each bidder shall fill out each division of
the proposal, including any alternates listed, pertaining to work for which
he wishes to submit a bid. Bids shall represent the amount of money re-
quired by the bidder for furnishing all labor, materials, tools, equipment
SC -2
and incidentals, and for completing the work as herein defined. The amount
of the proposal shall be filled out in both words and numerals. In case of
conflict between words and numerals, the words, unless obviously incorrect,
shall govern. The proposal must be signed with the full name and address
of the bidder; if a partnership, by a member of the firm with names and
addresses of each member in full; and if a corporation, by an officer in
the corporation named, with the corporate seal attached to such signature.
No telegraphic proposals or telegraphic modifications of proposals will be
considered. Proposals received after the time advertised for the opening
of bids will be returned unopened. Each proposal shall be sealed in an
envelope marked "Proposal for City, County, Board of Education Administrative
Office Building, Salina, Kansas," and shall be designated as to Part of Work
• for which the Proposal is submitted.
7. Bid Security. Each bidder is requested to furnish with his proposal a
certified check or cashier's check on a solvent bank, or an acceptable
bidding bond, payable to the Treasurer Saline County -City Building Authority,
Salina, Kansas. Bid securities shall be in the amount of five per cent of
the total bid. The bid security will serve as a guarantee that the bidder
will file all bonds required and that he will enter into the contract,
should it be awarded to him in accordance with the terms of his bid, within
10 days after the certification of the award. Should the successful bidder
fail to enter into contract with the Owner, then the security check or bond
shall become forfeited as liquidated damages, and the money realized there-
from will be turned to the use of the Owner.
8. Liability Insurance. Each Contractor shall take out and maintain such
general bodily injury liability and property damage liability insurance and
automobile bodily injury liability and property damage liability insurance
as will protect him and any subcontractor performing work covered by this
contract for claims for damages for personal injury, including accidental
death, as well as from claims for property damage, which may arise from
operations under this contract, whether such operations be by himself or
by any subcontractor or by anyone directly or indirectly employed by either
of them, and the amount of such insurance shall not be less than:
as Workmen's Conpensation Insurance. Workmen's compensation and
employer's liability insurance as required by law fully to cover all
employees.
b. Bodily Injury and Property Damage Insurance. A comprehensive
general bodily injury and property damage policy, including automobiles,
covering the work to be performed. The policy shall be written to provide
a minimum coverage of $100,000 for each person, with an aggregate of
$300,000 for each occurrence of bodily injury liability; a minimum of
$50,000 for property damage arising from one accident, with not less than
$100,000 for aggregate damages to, or destruction of, property during the
policy period; except, in case of automobile damage coverage the minimum
provided shall be not less than $50,000 per accident for any vehicle used j
on the project, whether owned, hired or nonowned.
SC -3 11
9. Statutory Bond, In addition to the bond requirements specified in the
General Conditions, a Statutory Bond will be required from each Contractor,
which will be a surety bond, running to the State of Kansas and conditioned
that the Contractor, as principal, shall pay all indebtedness incurred for
labor, supplies, equipment and materials furnished in making the improve-
ments called for by the contract documents.
10. Award of Contract. The site of construction is being cleared under
separate contract by the Urban Renewal Agency of Salina, Kansas. The Owner
will sign construction contracts within 60 calendar days from the date bids
are opened.
• 11. Commencement and Completion. Immediately upon award of the contract,
the Contractor shall start submittal of shop drawings, placing of material
orders, mobilization of construction equipment and working crews, and
similar preparatory measures, but shall not start construction at the site
until he receives a date of availability of site from the Owner in writing.
The Contractor shall complete the entire work incidental to final acceptance,
including cleanup, within the number of calendar days specified in the
proposal.
12. Work by Others will be prosecuted in the vicinity during construction
of the City, County, Board of Education Administrative Office Building,
including construction of the Salina Public Library; site development of
the Civic Center; construction of perimeter streets; and relocation of
utilities. Each Contractor shall schedule his operations to the mutual
benefit of all the Contractors.
13. Cooperation and Coordination. The General Construction Contractor
shall be responsible for coordination of the work of all prime contractors.
Each prime contractor shall coordinate the work of his subcontractors.
Other prime contractors shall cooperate with the General Construction Con-
tractor in coordinating their work with the General Construction Contractor's
schedule so as not to cause delay in the work.
14. Sales Tax Exemption. Materials and equipment incorporated into this
• project are exempt from the payment of sales tax under the laws of the
State of Kansas and such sales tax shall not be included in the proposal
of the bidders. The Owner will provide the Contractor with a proper ex-
emption certificate number within 10 days of the contract date. Should
the Owner fail to provide an exemption certificate number within the re-
quired time period, the Contractor shall be reimbursed monthly for all
sales tax amounts for which he becomes liable until such certificate
number is provided. To minimize the Contractor's record keeping expense,
the Owner shall provide an exemption certificate number within 60 days
of the contract date or it shall be presumed that the project will proceed
on a non-exempt basis, and the contract amount shall be equitably adjusted
in writing in a lump sum amount sufficient to cover the Contractor's sales
tax expense. Upon issuance of a proper exemption certificate number to the
Contractor, the Contractor shall assume full responsibility for his own
proper use of the certificate number, and shall pay all costs of any legally
assessed penalties relating to the Contractor's improper use of the exemp-
tion certificate number. ?'
SC -4
15. Temporary Office. The General Construction Contractor shall provide
and maintain a temporary office at the site of construction from beginning
to completion of work. Office shall be for the use of the General Construc-
tion Contractor and the Architect -Engineer; shall be weatherproof; shall
have sufficient window lighting to read drawings; and shall be furnished
with a table not less than 42 by 72 inches in size. The General Construction
Contractor shall provide a telephone in the temporary office for his own
use and for the Architect -Engineer's use in matters pertaining to this
project. The telephone shall be installed as soon as is practicable and
the telephone number shall be given to the Owner and Architect -Engineer.
• 16. Shop Drawings for work specified under Sections 2 through 20 shall be
submitted to Wilson -Shaver, Architects -Engineers, 205 1/2 South Santa Fe,
Salina, Kansas; three sets will be retained by the Architect -Engineer.
Shop drawings for work specified under Sections 21 through 27 shall be sub-
mitted to Wilson -Shaver, Architects -Engineers, 631 East Crawford, Salina,
Kansas; four sets will be retained by the Architect -Engineer. Each Con-
tractor shall include a transmittal letter with each submittal of shop
drawings, catalog data and samples. The following information shall be
shown in tabular form in the transmittal letters:
1. Project name.
2. Project location.
3. Architect -Engineer's file number.
4. Item number (sequence number within the submittal).
5. Drawing number or catalog page.
6. Description of item being submitted.
7. Name of manufacturer or fabricating firm.
8. Quantity submitted (number of drawings, pages, etc).
9. Contract drawing or specification reference to which submittal
pertains.
10. Indication as to whether the submittal is a first submittal or
resubmittal; if a resubmittal, the date of the previous submittal.
17. Contract Documents for Construction. Each prime contractor will be
issued sets of plans and specifications for construction as follows:
General Construction Contractor - 15 complete sets
Mechanical Contractor - 9 complete sets
Electrical Contractor - 6 complete sets
Movable Partition Contractor - 4 complete sets
Elevator Contractor - 4 complete sets
If Contractor requires more than the designated quantity to be furnished,
he may request additional quantities from the Architect -Engineer, and will
be charged for same at standard rates for reproduction.
SC -5
0
18. Referenced AIA General Conditions of the Contract - Indemnification.
Subparagraph 4.18.3 is hereby revised to read as follows:
"4.18.3 The obligations of the Contractor under this
Paragraph 4.18 shall not extend to the liability of
the Architect, his agents or employees arising out of
(1) the preparation or approval of maps, drawings,
opinions, reports, surveys, Change Orders, designs or
specifications, or (2) the giving of or the failure
to give directions or instructions by the Architect,
his agents or employees provided such giving or failure
to give is the primary cause of the injury or damage."
19. Stated Allowances. Contractor shall include in his Proposal price
cash allowances stated in Proposal and in Technical Provisions. Contractor
shall purchase "Allowed Materials" as directed by the Owner and Architect
on basis of lowest and best bid of competitive bids. If actual price for
purchasing "Allowed Materials" is more or less than stated "Cash Allowance",
contract price shall be adjusted accordingly. Adjustment in contract price
shall be made on the basis of the purchase price without additional charge
for overhead, profit, insurance or any other incidental expenses. Cost of
installation of "Allowed Materials" shall be included in applicable Sections
of contract specifications covering this work.
SC -6
LABOR STANDARDS
WAGE RATES
(a) There shall be paid each laborer or mechanic of the Contractor or
subcontractor engaged in work on the project under this contract in the
trade or occupation listed in the Schedule of Occupational Classifications
and Minimum Hourly Wage Rates starting on Page LS -8, not less than the
hourly wage rate established by the L.S. Secretary of Labor as shown
opposite the same, regardless of any contractual relationship which may be
alleged to exist between the Contractor or any subcontractor and such
laborers and mechanics.
(b) Any wage determinations required by State law are also listed in the
Schedule starting on Page LS -8; and.in the case of any difference between
them and the determinations of the U.S. Secretary of Labor as to the minimum
rates fixed for any trade or occupation, the higher rate shall be the appli-
cable minimum for such trade or occupation.
(c) If, after the award of the contract, it becomes necessary to employ any
person in a trade or occupation not classified in the wage determinations,
such person shall be paid at not less than such rate as shall be determined
by the officials mentioned above. A report of the action taken shall be
sent by the official to the Secretary of Labor. Such approved minimum wage
shall be retroactive to the time of the initial employment of such person
in such trade or occupation. The Contractor shall notify the Owner of his
intention to employ persons in trades or occupations not classified in
sufficient time for the Owner to obtain approved rates for such trades or
occupations. In the event the officials cannot agree on the proper classi-
fication or minimum rate to be paid, the question accompanied by the
recommendation of.the officials shall be referred to the Secretary of Labor
for final determination. .
(d) The specified wage rates are minimum rates only, and the Owner will
not consider any claims for additional compensation made by.the Contractor
because of payment by the Contractor of any wage rate in excess of the
applicable.rate contained in this contract. All disputes, in regard to the
payment of wages in excess of those specified in this contract shall be
adjusted by the Contractor.
(e) Except as may be otherwise required by law, all. claims and disputes
pertaining to the classification of labor employed on the project under
this contract shall be decided by the Owner's governing body or other duly
designated official.
LS -1
APPRENTICES
Apprentices shall be permitted to work only under a bona fide apprenticeship
program registered with a State Apprenticeship Council which is recognized
by the Federal Committee on Apprenticeship, U.S. Department of Labor; or if
no such Council exists in a State, under a program registered with the
Bureau of Apprenticeship, U.S. Department of Labor. The allowable ratio of
apprentices to journeymen in any classification shall not be greater than
the ratio permitted to the Contractor as to his entire work force under the
registered programs. Any employee listed on a payroll at an apprentice
wage rate, who is not registered as above, shall be paid the wage rate
determined by the Secretary of Labor for the classification of work he
actually performed. The Contractor or subcontractor will furnish to the
Owner written evidence of the registration of his program and apprentices
as well as of the appropriate ratio and wage rates, for the area of con-
struction prior to using any apprentices on the contract work. (29 CFR
5.5(a) (4))
OVERTIME COMPENSATION
This contract is subject to the applicable provisions of the Contract Work
Hours Standards Act, Public Law 87-581, 87th Congress.
(a) Overtime Requirements.
No Contractor or subcontractor contracting for any part of the contract
work shall require or permit any laborer or mechanic to be employed on
such work in excess of eight hours in any calendar day or in excess of
forty hours in any workweek unless such laborer or mechanic receives
compensation at a rate not less than one and one-half times his basic
rate of pay for all hours worked in excess of eight hours in any
calendar day or in excess of forty hours in such workweek, as the case
may be.
('b) Violations: Liability for Unpaid Wages: Liquidated Damages..
In the event of any violation of the clause set forth in paragraph (a),
the Contractor and any subcontractor responsible therefore shall be
liable to any affected employees for his unpaid wages. In addition,
such Contractor or subcontractor shall be liable to the United States
(in the case of work done under contract for the District of Columbia
or a territory to such District or to such territory), for liquidated
damages. .Such liquidated damages shall be computed, with respect to
each individual laborer or mechanic employed in violation of the clause
(a), in the sum of $10 for each calendar day on which such employee
was required or permitted to work in excess of eight hours or•.in excess
of forty hours in a workweek without payment of the overtime wages
required by the clause (a).
LS -"2
(c) Withholding for Unpaid Wages and Liquidated Damages.
The State library administrative agency which has provided financial
assistance for this contract may withhold, or cause to be withheld,
from any monies payable on account of work performed by the Contractor
or subcontractor, the full amount of wages required by the contract
and such sums as may administratively be determined to be necessary to
satisfy any liabilities of such Contractor or subcontractor for liqui-
dated damages as provided in clause (b).
(d) Insertion of Clauses in Subcontracts.
The Contractor agrees to insert the foregoing clauses (a), (b), and
(c), this clause (d), and the following three paragraphs in all sub-
contracts.
Employees Covered,
Except as otherwise expressly provided in the Act,!/the provisions of the
Act shall apply to all laborers and mechanics, including watchmen and
guards, employed by any Contractor or subcontractor in the performance of
any part of the work contemplated by any such contract. ,
Regulations.
The Regulations issued by the U.S. Department of Labor with respect to the
Act (and incorporated by reference in the Regulations issued by the U.S.
Department of Health, Education, and Welfare with respect to the Library
Services and Construction Act, Public Law 597, 84th Congress, as amended)
shall apply to this contract.
Penalty.
Any contractor or subcontractor whose duty it shall be to employ, direct,
or control any laborer or mechanic employed in the performance of any work
contemplated by this contract who shall intentionally violate any provision
of this Act, shall be deemed guilty of a misdemeanor and for each and every
such offense shall upon conviction, be punished by a fine not to exceed
$1,000 or by imprisonment for not more than six months, or by both such
fine and imprisonment, in the discretion of the court having jurisdiction
thereof. -
POSTING MINIMUM WAGE RATES
The Contractor shall post at appropriate conspicuous points at the site of
the project a schedule showing all determined minimum wage rates fdr the
various classes of laborers and mechanics to be engaged in work on the
project under this contract and all deductions, if any, required by law to
be made from unpaid wages actually earned by the laborers and mechanics so
engaged.
l/ "Act" as used in this and the following two paragraphs refers to the
Contract Work Hours Standards Act, Public Law 86-581, 87th Congress.
LS -3
PAYMENT OF EMPLOYEES
The Contractor and each of .his subcontractors shall pay each of his employees
engaged in work on the project under this contract in full (less deductions
made mandatory by law) in cash and not less often than once each week less
legally required deductions and also deductions made pursuant to the regu-
lations prescribed under the so-called "Anti -Kickback Statute" (48 Stat.
848; 18 U.S.C. 974; 40 U.S.C. 276c); Provided, that when circumstances
render payment in cash infeasible or impracticable, payment by check may be
effected upon consideration that funds are made available in a local bank
and checks may be cashed without charge, trade requirements, or inconvenience
to the worker.
"ANTI -KICKBACK STATUTE" AND REGULATIONS
•
The Contractor and each of his subcontractors shall comply with the
following statutes (and with regulations issued pursuant thereto, which
are incorporated herein by reference (29 CFR Part 3))
Title 18 U.S.C., Section 874
11874. Kickback from public works employees. --Whoever, by force, intimi-
dation, or threat of procuring dismissal from employment or by any other
manner whatsoever induces any person employed in the construction, prosecu-
tion, completion or repair of any public building, public work, or building
or work financed in whole or in part by loans and grants from the United
States, to give up any part of the compensation to which he is entitled
under his contract of employment, shall be fined not more than $5,000 or
imprisoned not more than five years, or both.'.'
Title 40 U.S.C., Section 276c:
"276c. Regulations governing Contractors and Subcontractors. --The
Secretary of Labor shall make reasonable regulations for Contractors and
Subcontractors engaged in the construction, prosecution, completion or
repair of public buildings, public works or buildings or works financed in
whole or in part by loans or grants from the United States, including a
provision that each Contractor and Subcontractor shall furnish weekly a
statement with respect to the wages paid each employee during the preceding
week." Section 1001 of Title 18 shall apply to such statements.
WAGE UNDERPAYMENTS AND ADJUSTMENTS
The Contractor agrees that, in case of underpayment of wages to any worker
on the project under this contract by the Contractor or any subcontractor,
the Owner shall withhold from the Contractor out of payments due, dh amount
sufficient to pay such worker the difference between the wages required to
be paid under this contract and the wages actually paid such worker for the
total number of hours worked and that the Owner may disburse such amount so
withheld by it for and on account of the Contractor to the employee to whom
such amount is due. The Contractor further agrees that the amount to be
withheld pursuant to this paragraph may be in addition to the percentages
to be retained by the Owner pursuant to other provisions of this contract.
LS -4
CONTRACTORS' AND SUBCONTRACTORS' PAYROLLS
(a) The Contractor and each of his subcontractors shall prepare his payrolls.
on forms prescribed and in accordance with instructions to be furnished by
the Owner. Within seven (7) days after the regular payment date of the
payroll, the Contractor shall deliver to the Owner a certified legible copy
or copies of each such payroll. Each such payroll shall contain the state-
ment required by the Federal Regulations issued pursuant to the "Anti -
Kickback Statute", which are incorporated herein by reference.
(b) The Contractor shall not carry on his payrolls any person not employed
by him. The Contractor shall not carry on his payrolls employees of a sub-
contractor but such employees must be carried only on the payrolls of the
employing subcontractors.
(c) Each Contractor or subcontractor shall preserve his weekly payroll
records for a period of three (3) years from the date of completion of the
contract. The payroll records shall set out accurately and completely the
name and address, correct occupational classification, and hourly wage rate
of each employee, hours worked by him during the payroll period, and full
weekly wages, and the deductions made from such weekly wages, and the actual
weekly wages paid to him. Each Contractor or subcontractor shall make such
payroll records available at all times for inspection by the Owner or his
authorized representatives, and by authorized representatives of the State
library administrative agency, the U.S. Office of Education and the Depart-
ment of Labor. Each Contractor or subcontractor will permit such representa-
tives to interview employees during working hours on the.job.
NONDISCRIMINATION CLAUSE
During the performance of this contract, the Contractor agrees:
(1) The Contractor will not discriminate against any employee or
applicant for employment because of race, creed, color, or national
origin. The Contractor will take affirmative action to ensure that
applicants are employed, and that employees are treatedduringemploy-
ment without regard to their race, creed, color or national origin.,
Such action shall include, but not be limited.to the following:
�\ employment, upgrading, demotion or transfer; recruitment or .recruitment
advertising; layoff or termination; rates of pay or other forms of
compensation; and selection for training, including apprenticeship.
The Contractor agrees to post in conspicuous places, available to
employees and applicants for employment, notices to be provided setting
forth the provisions of this nondiscrimination clause.
(2) The Contractor will, in all solicitations or advertisements for
employees placed by or on behalf of the Contractor, state that all
qualified applicants will receive consideration for employment without
regard to race, creed, color, or national origin.
LS -5
(3) The Contractor will send to each labor union or,representative of
workers with which he has a collective bargaining agreement or other
contract or understanding, a notice to -be provided advising the said
labor union workers' representative of the Contractor's commitments
under this section, and shall post copies of the notice in conspicuous
places available to employees and applicants for employment.
(4) The Contractor will comply with all provisions of Executive Order
No. 10925 of March 6, 1961, as amended by Executive Order 11114 of
June 22, 1963, and of the rules, regulations and relevant orders of
the President's Committee on Equal Opportunity created thereby.
(5) The Contractor will furnish all information and reports required
by Executive Order 10925 of March 6, 1961, as amended by Executive
Order 11114 of June 22, 1963, and by the rules, regulations and order
of the said committee, or pursuant thereto, and will permit access to
his books, records and accounts by the State Library administrative
agency, the Office of Education, and the Committee for purposes of
investigation to ascertain compliance with such rules, regulations
and orders.
(6) In the event of the Contractor's noncompliance with the nondis-
crimination clauses of this contract or with any of the said rules,
regulations or orders, this contract may be cancelled, terminated or
suspended in whole or in part and the Contractor may be declared
ineligible for further Government contracts or Federally assisted
construction contracts in accordance with procedures authorized in
Executive Order No. 10925 of March 6, 1961, as amended by Executive
Order 11114 of June 22, 1963, and such other sanctions may be imposed
and remedies invoked as provided in the said Executive Order or by
rule, regulation or order of the President's Committee on Equal
Employment Opportunity, or as otherwise provided by law.
(7) The Contractor will include the provisions of paragraphs (1)
through (7) in every subcontract or purchase order unless exempted by
rules, regulations or orders of the President's Committee on Equal
Employment Opportunity issued pursuant to Section 303 of Executive
Order 10925 of March 6, 1961 as amended by Executive Order 11114 of
June 22, 1963, so that such provisions will be binding upon each sub-
contractor or vendor. The Contractor will take such action with
respect to any subcontract or purchase order as the State Library
administrative agency or the Office of Education may direct as a means
of enforcing such provisions, including sanctions for noncompliance:
Provided, however, that in the event a Contractor becomes involved in,
or is threatened with, litigation with a subcontractor or vendor as a
result of such direction by the State Library administrative agency or
the Office of Education,.the Contractor may request the United States
to enter into such litigation to protect the interests of the United
States.
LS -6
The applicant (Owner) further agrees that it will be bound by the above
equal opportunity clause in any federally assisted construction work which
it performs itself other than through the permanent work force directly
employed by an agency of government.
The applicant (Owner) agrees that it will cooperate actively with the State
library administrative agency, the Office of Education, and the President's
Committee on Equal Employment Opportunity in obtaining the compliance of
Contractors and subcontractors with the equal opportunity clause and the
rules, regulations and relevant orders of the Committee, that it will
furnish the State library administrative agency, the Office of Education,
and the Committee such information as they may require for the supervision
of such compliance, and that it will otherwise assist the State library
• administrative agency and the Office of Education in the discharge of its
primary responsibility for securing compliance. The applicant (Owner),
further agrees that it will refrain from entering into any contract or
contract modification subject to Executive Order 11114 with a Contractor
debarred from, or who has not demonstrated eligibility for, Government
contracts and Federally -assisted construction contracts pursuant to Part
III, Subpart D of Executive Order 10925 and will carry out such sanctions
and penalties for violation of the equal opportunity clause as may be
imposed upon Contractors and subcontractors by the State library admini-
strative agency, the Office of Education, or the Committee pursuant to
Part III, Subpart D of Executive Order 10925. In addition, the applicant
(Owner) agrees that if it fails or refuses to comply with these undertakings,
the State library administrative agency or the Office of Education may
cancel, terminate or suspend in whole or in part the grant for the con-
struction of public library facilities which applies to this contract, may
refrain from extending any further assistance under any of its programs
subject to Executive Order 11114 until satisfactory assurance of future
compliance has been received from such applicant, or may refer the case to
the Department of Justice for appropriate legal proceedings.
LS -7
WAGE RATE DETERMINATION
The prevailing wage rates for this contract, as determined by the Secretary
of Labor and contained in Decision No. AG -11,404, dated 13 February 1967
and expiring 13 June 1967, are as follows:
Basic
Classification of Laborers Hourly
and Mechanics Wage
Fringe Benefits Payments
H&W Pensions Vacation App. Tr.
Building Construction:
Asbestos workers
$4.60 a
.125
.15
Boilermakers
4.75
.20
.20
.01
Boilermaker's helpers
4.50
.20
.20
.01
Bricklayers
4.50
Carpenters
3.50
Cement masons
3.875
Electricians
4.45
1%
Glaziers
2.95
Ironworkers, structural
4.275
Ironworkers, ornamental
4.275
Laborers:
Laborers
2.00
Air tool operator
(jackhammer, vibrator)
2.15
Mason tenders
2.125
'Mortar mixers
2.15
Plasterers' tenders
2.125
Lathers
4.30 b
Painters, brush
3.15
Painters, structural steel
3.40:
Plasterers
3.875
Plumbers
4.60 c
.02
Roofers
2.90
Sheet metal workers
4.075
.15
Truck drivers
2.15
Footnotes:- a. Includes
.10 per hour
employee
contribution to
Vacation Fund.
• b. Includes
.10 per hour
employee
contribution to
Pension Fund.
C. Includes
.20 per hour
employee
contribution to
Vacation Fund
and .02
per hour to Apprenticeship Training Fund.
WR -1
Basic
Classification of Laborers Hourly
and Mechanics :.Wage
Building Construction:
Power Equipment Operators:
Fringe Benefits Payments
H&W Pensions Vacation App. Tr.
Heavy Classification:
Boomcat, boring machine,
crane, derrick, ditching
machine, dragline, power
shovel, truck crane and
any other machine with
power swing, Boiler (2),
Hi loader (2 yds & over),
• Hoist (2 drums), mixer-,
mobile, pumperete (#160)
$4.10
.125
.125
Medium Classification:
Bulldozers, patrol blades,
scoops, any tractor, 50 h.p.
and over, farm tractor (w/
attachments, scoopmobile
3.65
.125
.125
A -frame truck, boiler (1),
elevator operator, fork lift,
Hoist (1 drum), Hydra -
hammer, power broom, pump-
crete (less than #160)
3.60
.125
.125
Compressor operator (1)
3.50
.125
.125
Welding machine (1)
3.50
.125
.125.
Greaser Equipment
3.55
.125
.125
Light Classification:
Fireman, Jeep ditcher,
mixer (other than paver)
3.45
.125
.125
Pump (under 4")
3.35
.125
.125
.Miscellaneous Classification:
Hi loader (under 2 yds)
mechanic
3.80
.125
.125
Welder (equipment)
3.75
.125
.125
Oiler and greaser (motor
crane)
3.40
.125
.125
Farm tractor (w/o attch-
ments), oiler and greaser
(truck crane)
3.15
.125
.125
Small machines:
Engineers
3.65
.125
125
Oilers
3.05
.125
.125
Master Mechanic
4.50
.125
.125
Assistant master mechanic
4.375
.125
.125
Tower crane, Rigs -120' &
over, Hoist (3 drum)
4.25
.125
.125
f rm
Basic
Classification of Laborers Hourly
and Mechanics Wage
Site Preparation and Grading:
Laborers:
Board mat weavers and cable tier, crusher feeder, Georgie buggies
(manually operated), mixermen, no skip lift, nailers, salamander
tenders, track men, truck dumper, water pumps up to 4 inches, all
other common labor. $2.40
Cement handler, bulk, chain saw, Georgie Buggies (Mechanically
operated), grade man, hot mastic kettleman, jute man, masons tender,
material batch hopper and scale man, mixer man, pier hole man
working in hole 10 or more feet, pipelayers, drainage, concrete or
corrugated metal, signal man (crane), tunnel labor (all). 2.50
Air tool operator, asphalt raker, barco tamper, concrete saw,
creosote materials (handling and/or applying), nozzle burner (cutting
torch), vibrator operator, wagon and churn drill operator 2.60
Form setter and liner on concrete paving, powderman, sandblasting,
and gunnite nozzle man, sanitary sewer pipe layer, lead pusher, and
storm sewer pipe layer 2.75
Basic
Classification of Laborers Hourly Fringe Benefits 'Payments .
and Mechanics Wage H&W Pensions Vacation App. Tr.
Site Preparation and Grading:
Truck Drivers:
Pickups, --panel trucks, station
wagons $2.495 .125
Flat beds, dump and batch
trucks, single axle 2.645 .125
Tandem trucks 2.695 .125
Lowboys, semi -trailers, all
transit mixer trucks (single
or tandem axle) A -frame and
winch trucks when used as
such 2.745 .125
Euclid, end and bottom dump,
tournarockers, atheys,
dumptors and similar off-
road equipment and mechanics
on such equipment 3.125 .125
Watchmen or partsmen,
mechanic helpers 2.745 .125
Servicemen 2.745 .125
WR -3
Classification of Laborers
and Mechanics
Site Preparation and Gradin
Power Equipment Operators:
Master mechanic
Asphalt paver and spreader
Backhoe
Boring machine
Clamshell
Concrete mixer paver operator
Concrete central plant
• operator (Automatic)
Crane, truck crane, pitman
crane, Hydra crane or any
machine with power swing
Derrick or derrick trucks
Dragline operator
Dredge operator
Ditching machine
Euclid loader
Hoist - 2 active drums
Mixer -mobile
Multi -unit scraper
Piledriver operator
Power shovel operator
Sideboom cat -cherry picker
Skimmer scoop operator
Mechanic, lead
Scrapper, twin motor
Bulldozer:
Front end shovel
Mechanic or welder
Motor patrol operator
Pushcat operator
Scraper operator
Scraper, rubber tired:
• Scoop operator
Asphalt rolleroperator
Asphalt plant operator
Backfiller operator
Blade grader operator -
power
Boiler - other than asphalt
Bullfloat operator
Churn drill operator
Compressor operator (1) (See
small machine clause)
Concrete central plant
operator
Basic
Hourly Fringe Benefits Payments
Wage H&W Pensions Vacation App. Tr.
$3.90
.125
.15
3.775
.125
.15
3.775
.125
.15
3.775
.125
.15
3.775
.125
.15
3.775
.125
.15
3.775 125 .15
3.775
125
.15
3.775
.125
.15
3.775
.125
.15
3.775
.125
.15
3.775
.125
.15
3.775
.125
.15
3.775
.125
.15
3.775
.125
.15
3.775
125
.15
3.775
:125
.15
3.775
.125
.15
3.775
.125
.15
3.775
.125
.15
3.60
.125
.15
3.575
.125
.15
3.475
.125
!'15
3.475
.125
.15
3.475
.125
.15
3.475
.125
.15
3.475
.125
.15
3.475
.125
.15
3.475
..125
.15
3.475
.125
15
3.375
.125
.15
3.375
.125
.15
3.375
125
.15
3.375
.125
.15
3.375
.125
.15
3.375
.125
.15
3.375
.125
.15
3.375 .125 .15
3.375 .125 .15
WR -4
Basic
Classification of Laborers Hourly
and Mechanics Wage
Fringe Benefits Payments
H&W Pensions Vacation App. Tr.
Site Preparation and Grading:
Power Equipment Operators (continued):
Concrete mixer operator skip
$3.375
.125
.15
Concrete pump operator
3.375
.125
.15
Crusher operator
3.375
.125
.15
Elevating grader operator
3.375
.125
.15
Finish machine.operator -
concrete
3.375
.125
.15
Fireman other than asphalt
3.375
.125
.15
Flex plane operator
3.375
.125
.15
Fork lift
3.375
,125
.15
Form grader operator
3.375
.125
.15
Greaser
3.375
.125
.15
Hoist - 1 drum
3.375
.125
.15
Jeep ditching machine
3.375
.125
.15
Pavement breaker, self-
propelled (of the Hydra
Hammer or similar type)
3.375
.125
.15
Pump operator, 4" or over
two
3.375
.125
.15
Pump operator, other than
dredge
3.375
.125
.15
Small machine operator
3.375
.125
.15
Spreader box operator,
self-propelled
3,375
.125
.15
Subgrading machine
operator
3.375
.125
.15
Tractor operator over 50 HP
3.375
.125
.15
A -Frame truck
3.225
.125
.15
Oiler
3.225
.125
.15
Motor crane
3.225
.125
.15
Asphalt plant boiler fireman
3.175
,125
15
Concrete gang saw, self-
propelled (con -cut)
3.175
.125
.15
Distributor operator
3.175
.125
.15
Screening & wash plant
operator
3.175
.125
.15
Self-propelled roller
operator, other than asphalt,
3.175
..125
.15
Siphons & jets
3.175
.125
.15
Towboat operator
3.175
.125
.15
Vibrating machine operator
not hand
3.175
.125
.15
Tank car heater operator,
combination booster and
boiler
3.025
125
.15
WR -5
Classification of Laborers
and Mechanics
Site Preparation and Grading:
Power Equipment and Grading
Barber Greene loader
Conveyor operator
Harrow, disc, seeder
Oiler
Tractor operator 50. -HP or
less without attachments
•
0
Basic
Hourly Fringe Benefits Payments
Wage H&W Pensions Vacation App. Tr.
(continued):
$2.925
.125
.15
2.925
.125
.15
2.925
.125
..15
2.925
.125
.15
2.925
125 .15
0
•
PROPOSAL
FOR
CITY, COUNTY, BOARD OF EDUCATION ADMINISTRATIVE OFFICE BUILDING
SALINA, KANSAS
Date:
Owner: Saline County -City Building Authority, Salina, Kansas
Architect -Engineer: Wilson -Shaver, Architects -Engineers, Salina, Kansas
Gentlemen:
The Undersigned, in compliance with your Request for Bids for the con-
struction of a new City, County, Board of Education Administrative Office
Building in Salina, Kansas, having examined the plans and specifications
with related documents and the site of the proposed work, and being familiar
with all of the conditions surrounding the construction of the proposed
project, hereby proposes to furnish all labor, materials and supplies, and
to construct the project in accordance with the contract documents at the
prices stated below. These prices are to cover all expenses incurred in
performing the work required under the contract documents, of which this
proposal is a part.
The Undersigned acknowledges receipt of the following addenda:
PART I - GENERAL CONSTRUCTION WORK
Base Proposal. For all General Construction Work as set forth in the
Special Conditions, included in the specifications and shown or designated
on the drawings, the Undersigned agrees to perform all the work and furnish
all the material for the following sum:
(written)
s ($
and to complete said work within calendar days after the date on
which the site is available for construction as specified in writing by the
Owner. The Undersigned 'hereby certifies that this Base Proposal includes
the cost for thousand modular brick at $65.00 per
thousand as required to complete the project, the amount of $13,800.00 as
the stated allowance for "Finish Hardware" and the amount of $350.00 as the
stated allowance for "Bronze F_aquz".
P-1
Alternate No. G-1. For furnishing and installing granite from producers
other than the Cold Spring Granite Company, (Add to) or (Deduct from) the
Base Proposal the following sums:
Granite Producer Names of Granite Add Deduct
• Alternate No. G-2. For furnishing and installing fixed and single hung
windows on First and Second floors from manufacturers other than Alenco
Aluminum Products, and reversible windows on third floor from manufacturers
other than Hopes, (Add to) or (Deduct from) the Base Proposal the following
sums:
Manufacturer Series No. Add Deduct
Alternate No. G-3. For construction of fixed steel stud, metal lath and
plaster partitions complete with hollow metal frames for doors and glazed
panels, 1 -3/4 -inch solid core walnut veneer doors and glazing with 1/4 -inch
polished plate glass for all locations on first and second floor designated
to receive Movable Partitions, to Base Proposal Add the following sum:
(written)
Dollars ($ )
Above alternate bid price includes the amount of $8,500 as the stated allowance
for "Finish Hardware" for doors in these partitions only.
Alternate No. G-4. For substitution of "Limestone" and "Marble" facing
materials for all surfaces designated to be faced with "Granite" and "Dark
Granite" (Add to) or (Deduct from) the Base Proposal the following sum:
tt
Alternate No. G-5. For omission of construction of all concrete pavement and
combined curb and gutter for service drive on north side of building to con-
struction limits indicated, Deduct from Base Proposal the following sum:
(writ
REPA
0
Alternate No. G-6. For omission of construction of all concrete walks between
north side of building and service drive to construction limits indicated,
Deduct from Base Proposal the following sum:
(written)
Dollars ($
Alternate No. G-7. For omission of construction of retaining wall complete with
guardrail and foundation drain line from points of connection with equipment
locker under bridge to east and west ends of retaining wall as shown for
construction limits, Deduct from Base Proposal the following sum:
Alternate No. G-8. For omission of construction of storm drain line and drainage
structures including drain inlet complete with frame and grates and storm
drain manhole under service drive to construction limits indicated, Deduct
from Base Proposal the following sum:
(written)
Dollars ($ )
0 PART II - MECHANICAL WORK
Base Proposal. For all Mechanical Work as set forth in the Special Conditions,
included in the specifications and shown or designated on the drawings, the
Undersigned agrees to perform all the work and furnish all the material for
the following sum:
(written)
Dollars ($ )
and to complete said work within calendar days after the date on
which the site is available for construction as specified in writing by the
Owner.
P-3
PART III - ELECTRICAL WORK
Base Proposal. For all Electrical Work as set forth in the Special Conditions,
included in the specifications and shown or designated on the drawings, the
Undersigned agrees to perform all the work and furnish all the material for
the following sum:
Dollars ($
and to complete said work within calendar days after the date on
• which the site is available for construction as specified in writing by the
Owner.
Alternate E-1. For installation of all electrical conduits, conductor switches,
outlets and accessories in open top steel stud, metal lath and plaster partitions
at all designated locations on first and second floors in lieu of installation in
movable metal partitions, Deduct from Base Proposal the following sum:
tten)
Dollars ($
PART IV - MOVABLE PARTITION WORK
Base Proposal. For all Movable Partition Work as set forth in the Special
Conditions, included in the specifications and shown or designated on the
drawings, the Undersigned agrees to perform all work and furnish (E. F.
Hauserman Company "Signature 21 partitions") (The Mills Company, "Double
Flush Forecast 100 partitions") (Virginia Metal Products Company, "Twinline
partitions") for the following sum:
(written)
Dollars ($ )
or the.Undersigned agrees to perform all work and furnish
partitions as fully detailed and
described in the accompanying brochure for the following sum:
tten)
Dollars ($
and to complete said work within calendar days after building
has been completed to a state ready for installation of movable partitions.as
specified in writing by the Owner.
P-4
PART V - ELEVATOR WORK
Base Proposal. For all Elevator Work as set forth in the Special Conditions,
included in the specifications and shown or designated on the drawings, the
Undersigned agrees to perform all work and furnish the two passenger elevators
and one private elevator for the following sum:
(written)
Dollars ($ )
and to complete said work within calendar days after building
has been completed to a state ready for installation of elevators.as specified
in writing by the Owner.
The Undersigned further proposes to enter into contract for the above work
at the above prices within 10 days after date of notification of acceptance
of this proposal and to execute a contract in the form of the Standard
Agreement of the American Institute of Architects, and to furnish satisfactory
Performance Bond and Statutory Bond.
The bid security attached in the amount of
Dollars ($
(written)
shall be forfeited to the Saline County -City Building Authority, Salina, Kansas
as liquidated damages for delay and the additional work in the event the contract
be not executed or the bonds not furnished within the length of time set forth
above.
. (Seal - if bid by
a corporation)
1 March 1967
(65-85)
(1528)
P-5
BIDDER
ADDRESS
WILSON -SHAVER
ARCHITECTS -ENGINEERS
SALINA, KANSAS
I0 DI:i.1"N:�:��[NNiTU�l1
KNOW ALL MEN BY THESE PRESENTS, that the
Contractor
of
as surety
a corporation authorized under the laws of the State of
is with general offices in
as principal and
and authorized to transact business in the State of Kansas are held and
firmly bound unto as Owner,
in the penal sum of
Dollars ($ ) lawful money
of the United States, for the payment of which sum well and truly to be
made, said principal and surety bind themselves, their heirs, administrators,
executors, successors and assigns, jointly and severally, firmly by these
presents:
Signed, sealed and delivered this day of , 19
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH THAT WHEREAS,
said principal has entered into a written contract with
as Owner,
dated 19 , for the furnishing of all materials
is and labor and doing all the work of whatever kind necessary to construct
for the Owner, all in accordance with the detailed plans and specifications
for such work on file in the office of the legally authorized representative
of the Owner and in accordance with said contract, a copy of which is, or
may be, attached hereto and which is by reference made a part hereof:
PEB-1
Sep 63
NOW THEREFORE, if said principal shall well and truly perform all of
the covenants, conditions and obligations of said contract on the part of
said principal to be performed, and shall hold the Owner harmless against
all claims, loss or damage which it may sustain or suffer by reason of any
breach of said contract by said principal, and if said principal shall
maintain the improvements to be constructed by him as provided for in said
contract and shall make good all defects in material and workmanship in the
manner and for a period of one year, or for such other period as provided
for in the specifications and contract above referred to, then this obliga-
tion shall be void; otherwise to remain in full force and effect.
The said surety, for value received, hereby stipulates and agrees that
• no change, extension of time, alteration or addition to the terms of the
contract or to the work to be performed thereunder or the specifications
accompanying the same, shall in any wise affect its obligations on this
bond, and it does hereby waive notice of any such change, extension of time,
alteration or addition to the terms of the contract or to the work or to
the specifications.
IN TESTIMONY WHEREOF, said principal has duly executed these presents
and said surety has caused these presents to be executed in its name and
its corporate seal to be hereunto affixed, by its duly authorized agent or
agents, all as of the day and year first above written.
Principal
Surety
• Attorney-in-fact
This instrument shall be executed in 4 copies, all considered as originals.
Date of this instrument shall not be prior to date of contract.
A certified copy of each agent's power-of-attorney must be attached to each
copy hereof.
PEB-2
Sep 63
STATUTORY BOND
KNOW ALL MEN BY THESE P R E S ENT S, that the
Contractor
of
as surety
a corporation authorized under the laws of the State of
• with general offices in
as principal and
and authorized to transact business in the State of Kansas are held and
firmly bound unto the State of Kansas in the penal.sum of
Dollars ($ )
lawful money of the United States, for the payment of which sum well and
truly to be made, said principal and surety bind themselves, their heirs,
administrators, executors, successors and assigns, jointly and severally,
firmly by these presents:
Signed, sealed and delivered this day of
one]
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH THAT WHEREAS,
said principal has entered into a written contract with
, as Owner,
dated , 19 , for the furnishing of all materials
and labor and doigg all the work of whatever kind necessary to construct
for the Owner, all in accordance with the detailed plans and specifications
for such work on file in the office of the legally authorized representative
of the Owner and in accordance with said contract, a copy of which is, or
may be, attached hereto and which is by reference made a part hereof:
WCE
S-1
May 63
NOW THEREFORE, if the said principal or the subcontractor or
subcontractors of said principal shall pay all indebtedness incurred
for supplies, materials or labor furnished, used or consumed in
connection with or in or about the construction or making of the above
described improvement; including gasoline, lubricating oils, fuel oils,
greases, coal and similar items used or consumed directly in furtherance
of such improvement, this obligation shall be void; otherwise, it shall
remain in full force and effect.
The said surety, for value received, hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms
of the contract or to the work to be performed thereunder of the specifi-
cations accompanying the same shall in any way affect its obligations on
. this bond, and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the contract or to the work or
to the specifications.
IN TESTIMONY WHEREOF, said principal has duly executed these
presents, and said surety has caused these presents to be executed
in its name, and its corporate seal is to be hereunto affixed, by
its duly authorized agent or agents, all as of the day and year first
above written.
Principal
Surety
ttorney- n- fac7
This instrument shall be executed in 5 copies, all considered as original.
Date of this instrument shall not be prior to date of contract.
A certified copy of each agent's power-of-attorney must be attached to
each copy hereon.
Contractor shall file one copy with the Clerk of the District Court.
Mar. 63
S-2
APPOINTMENT OF PROCESS AGENT*
r74
having entered into written agreement, dated
for construction of certain public work described as
0 for
, as Contractor,
, 19 ,
KANSAS, Owner,
does hereby appoint
whose address is , County,
Kansas, as process agent, in compliance with the requisites of Section 16-113,
General Statues of Kansas, 1949, as amended.
Duly executed this day of 19
CONTRACTOR
BY
TITLE
* Note: Any Contractor awarded the foregoing contract whose residence or
whose principal place of business is outside the county in which the work
® is located shall execute this document in 5 copies, all considered as
originals. Contractor shall file one copy with the Clerk of the District
Court of the County in which the work is to be performed.
JAN 64
TECHNICAL SPECIFICATIONS
SECTION 1 - ALTERNATE PROPOSALS
1. General. This section covers the variations in work to be included
in the Alternate Proposals. The general outline of principal features
contained herein does not in any way limit the responsibility of the
Contractor to perform all work and furnish all plant, labor and materials
required by the specifications and drawings to achieve the intended com-
pletion of all work under the respective Base Proposal and accepted
Alternate Proposal(s).
• 2. General Construction Work.
a. Alternate No. G-1, Under this alternate proposal, Bidders shall
quote the difference in cost for furnishing and installing granite fascia
and trimband as furnished by granite producers other than the Cold Spring
Granite Company. Alternate granites shall be equal in quality and colors
to the Cold Spring granite included in the Base Proposal. (See Section 4)
b. Alternate No. G-2. Under this alternate proposal, Bidders shall
quote the difference in cost for furnishing and installing fixed windows
and single hung windows on first and second floors as made by manufacturers
other than Alenco Aluminum Products and reversible windows on third floor
as made by manufacturers other than Hopes Windows, Inc. Alternate window
walls and windows shall be equal in quality to the Alenco Hopes windows
included in the Base Proposal. (See Section 8)
C. Alternate No. G-3. Under this alternate proposal, Bidders shall
quote the total amount to be added to the Base Proposal for constructing
fixed partitions on first and second floors at all locations shown for
Movable Partitions to be bid by Others under Part IV - Movable Partition
Work. Fixed partitions shall be constructed with 3 -1/4 -inch trussed steel
studs spaced 16 -inches on center anchored at top and bottom to concrete
structure, with metal lath and 3/4 -inch plaster both sides. Plaster shall
be placed from floor to 1 -1/2 -inches minimum above top of ceiling and shall
• be painted as specified for other similar plaster work. A slightly recessed
4 -inch vinyl cove base shall be installed at base of partitions as shown
on Detail "A" Sheet 16 of Drawings. Partitions shall be complete with
hollow metal frames, 1/4 -inch polished plate glass, 1 -3/4 -inch walnut veneer
solid core wood door of style and sizes as shown for movable partitions.
Glazed hollow metal panels shall be furnished for all locations as shown
for glazed panels in movable partitions. Hollow metal frames shall be
similar and equal to those shown and specified for similar partition con-
struction to be included in Base proposals. Additional hollow metal frames
shall be furnished and installed at borrowed light locations. The amount
of $8,500 shall be included in the alternate proposal price as the stated
allowance for "Finish Hardware" for these alternate partitions.
d. Alternate No. G-4. Under the alternate proposal, Bidders shall
state the net difference in price to be added to or deducted from Base
Proposal amount for omission of all granite facing material and substituting
limestone and marble facing material in lieu thereof as follows:
Construct building fascia and bridge railing facing panels of 2 -inch
thick limestone and trim band just below fascia of 7/8 -inch thick marble.
Construct spandrels of 3 -inch thick limestone and sills of first and
second floor windows and head of first floor windows to be limestone of
sizes and shapes shown. 7/8 -inch thick marble shall be applied on columns
and all other interior locations scheduled for granite. In general, lime-
stone shall be substituted for all exterior locations where "granite" is
indicated and marble shall be substituted for all interior locations where
• granite is indicated and at all exterior locations where "dark granite" is
indicated. All dimensions as indicated on drawings except thickness
of facing materials shall be adhered to and all facing materials shall
be securely anchored in accordance with shop and setting drawings fur-
nished by stone or marble producer using not less than number and type
of anchors as required by the Uniform Building Code.
e. Alternate No. G-5. Under this alternate proposal, Bidders shall
quote a lump sum amount to be deducted from Base Proposal amount for omission
of construction of the concrete service drive along north side of building
within construction limits shown on Sheet ME -1 and as detailed on Sheet S-10
of the Drawings including all combined concrete curb and gutters and concrete
pavement.
f. Alternate No. G-6. Under this alternate proposal, Bidders shall
quote a lump sum amount to be deducted from Base Proposal amount for omission
of construction of concrete walks along north side of building within con-
struction limits shown on Sheet ME -1 and as detailed on Sheet S-10 of the
Drawings.
E. Alternate No. G-7. Under this alternate proposal, Bidders shall
quote a lump sum amount to be deducted from Base Proposal amount for omission
of construction of retaining wall complete with guardrail and foundation
drain line from points of connection with equipment locker to east and west
ends of retaining wall as shown within construction limits shown on Sheet ME -1
• and as detailed on Sheets 6 and S-10 of the Drawings. Equipment locker in-
cluding gates shall be constructed as shown and if this alternate is accepted
dowels shall be installed horizontally projecting on each side of equipment
locker for future connection to retaining wall.
h. Alternate No. G-8. Under this alternate proposal, Bidders shall
quote a lump sum amount to be deducted from Base Proposal amount for omission
of construction of 18 -inch storm drain line and drainage structures including
the drainage inlet complete with frame and grates and the storm drain manhole
under service drive along north side of building within construction limits
as shown on Sheet ME -1 and as detailed on Sheet S-10 of the Drawings.
FIM
•
3. Mechanical Work. No Alternates.
4, Electrical Work
a. Alternate No. E-1, Under this alternate proposal, Bidders shall quote
a lump sum amount to be deducted from Base Proposal amount if conduits, con-
ductors, switches and outlets are to be installed in open top steel stud, metal
lath and plaster partitions in lieu of in movable metal partitions at all indi-
cated locations on first and second floors,
5. Movable Partition Work. No alternates.
6. Elevator Work. No alternates.
1-3
SECTION 2 - EXCAVATION, FILLING AND BACKFILLING
1. General. The work to be done under this section consists of
excavating for basement floor, foundation drain lines, foundations
and footings to the lines and grades shown on the drawings; installa-
tion of foundation drain lines and placing of drainage fill; backfilling
to existing ground surface or to a minimum depth of 30 -inches above top
of footings, whichever provides greater cover, outside the building;
backfilling to bottom of base course within the building; construction
of conpacted fills to elevations shown, and stockpiling all excavated
material that is suitable for use in final grading in locations on the
. Civic Center Area as directed by the Architect -Engineer. Final grading
will be done by Others under a separate contract.
2. Site Preparation.
a, Work by Others. Existing buildings, slabs, walks, trees, shrubs,
fences and similar or related items will be removed and disposed of by the
Urban Renewal Agency of Salina, Kansas, prior to start of construction
under this contract. Basements, wells and cisterns will be removed to
three feet below the existing ground surface and filled to the existing
ground surface by the Urban Renewal Agency. The area of new construction
will be graded to the existing ground surface by the Urban Renewal Agency.
Eighth Street paving will be removed by the City of Salina. Underground
utility mains will be disconnected and abandoned in place, and aboveground
utility poles and lines will be removed, by the City of Salina or the re-
spective utility company.
b. Work by Contractor. The Contractor shall strip or burn all grass
and weed growths within the limits of the building, and shall remove all
existing foundations, utility mains, service lines and similar items en-
countered in new construction to at least 12 inches below limits of new
construction. The Contractor shall remove all debris and waste resulting
from his operations and shall dispose of them outside the Civic Center
Area at locations secured by the Contractor at no additional cost to the
Owner. No foreign material such as weeds, grass or debris shall be covered
• by structures or slabs, or incorporated in fills or backfills.
3. Barricades and Warning Signs. During performance of excavation and
backfill and during construction, the Contractor shall furnish and install
at appropriate locations adequate barricades, warning signs, lights and
flares to protect the general public and workmen.
4. Subsurface Investigations. Information concerning physical conditions
at test hole locations is from logs of drill holes. While the borings are
representative of subsurface conditions at their respective locations and
for their respective vertical reaches, local minor variations characteristic
of the subsurface materials of this region may be anticipated.
2-1