HomeMy WebLinkAboutCity Council Resolution 1960-041.t
RMLUTION 60-41
Fora 2523 Rev.
RESOLUTION x 00
At a (regular) (apee4a13 meeting of the w�� �
of the ljll&g. / of eiVM"k_ duly held on the T,,i =q day
of vJEC-,� , 19_fio., the following Resolution was
�a
offered by
seconded by
to -wit:
WHEREZ the Commissioner of highways has prepared plans,
special provisions and specificatior;s for the improvement of a part of
Trunk Highway No. _IAL. renumbered as Trunk Highway Number air
within the corporate limits of the TLI &gm _ of
from the J.t_ e_t_a_s_ o to
f�-A_i_ 6 ; and
WHEREAS said plans and special provisions are on file in
the office of the Department of Highways, Saint Paul, Minnesota, being
. SS•Ledi
marked, labeled, and identified as S.F. S_a_ a9Z;.A MY
, and
WHRREAS said specifications are on file in the office of
the Department of Highways, Saint Paul, Minnesota, being marked, labeled,
f.P. MI -0 g.
and identified as -AL.P MBs now. x..M4 4w
which, together with the Minnesota Department of ifighways Specifications
for Highway Construction, dated May 1, 1959, on file in the office of the
Commissioner of Highways, constitute the specifications for said improve-
ment of Trunk Highway Number _In_ renumbered as Trunk Highway
Number a; and
WHrREA:; copies of said plans and special provisions as so
marked, labeled and identified are also on file in the office of the
3e31 -Se Clerk; and
WHEREAS the term "said plans and special provisions" as here-
inafter used in the body of this resolution shall be deemed and intended
to mean, refer to, and incorporate the plans and special provisions in
the foregoing recitals particularly identified and described.
Form 223 Rev.
NOM, THal, BE IT iL-ZOLYED that said plane and special provisions
for the iwprovewnt of Trunk Highway Nueber IN renumbered n i Trunk
Highway Number 2� within the linitis of the VQM
of ELMth be and hereby are approved.
S: IT FURTHER Ax�zOLV��. that the elevations and grades as shown in
said plana and spacial provisions be and they are hereby approved and
consent is hereby given to any and all changes in Grade occasioned by the
construction of said Trunk Highway Number 18$ remunbered as Trunk
Highway Number S5 in accordance with said plans and apeeial pro-
visions.
Upon the call of the roll the following
favor of the Resolution:
The followingvoted against its adoption:
voted in
whereupon the Mayor and presiding officer declared the Resolution adoptede
Dated A 2_ , 196A.
STATE OF MINNESOTA )
COUNTY OF ) Be.
VII.iJ a OF n.:N00 )
Mayor L
fittest: '
Village Clerk
I do hereby certify that at a regular meeting (at a special meeting of
which due and legal notice was given)of the Villa" Council of &w�_
Minnesota, on the day of , Y9-%' at which a mdjoriiy
of the members of said Council were present, the foregoing resolution was adopted.
Given under my hand and seal this day of 19 �.
K
Cler .
October 14, 1960
SPECIAL PROVISIONS FOR S.P. 2722-28 (T.H. 55=188)
AND S.P. 2723-26 (T.H. 55=188)
MIN ESOTA PAO.TECT F 064-1 (11)
Between Junction C.S.A.H. ho. 9 East of Hamel
and 0.3 M11es East of Junction C.S.A.H. No. 6
Grade, Gravel Sub -Base, Gravel Base and Bituminous Surface
Section
2M TO SPBC IAL PROV IS MNS
Page
No.
UM
-b-a
A-1
DIVISION A
Specifications which Apply
A-1
A-2
Labor Provisions
A-1
A-3
Truck Rental
A-10
A-4
Enforcement of Labor Provisions
A-11
S-1
DIVISION S
(1204) Permissible Reservations in Proposals
S-1
S-2
Utility Agreements, Permits and Orders
S-1
S-3
3137) Coarse Aggregate for Portland Cement Concrete
S-1
S-4
2104) Removing Miscellaneous Structures
S-1
S-5
2105) Roadway Rroavation
S-2
S-6
.^-106) Special Swamp fteavation
S-2
S-7
(2122) Aggregate Production (General)
S-2
S-8
(2206) Road-Mized Bituminous Base
S-2
S-9
(2331) Plant -Mined Bituminous Base
S-3
3-10
(2331) Plant-Mfzed Bituminous Surface
S-3
S-11
2341 Plant-M[ized Bituminous Surface
S-3
S-12
2351 Asphaltic Concrete Surface
S-3
S-13
2356) Bituminous Seal Coat
S-3
S-14
2506) Manholes and Catch Basins
12555)
S-4
S-15
Cable Guard Rail
S-4
S-16
Work by Others
S-4
S-17
(1806) Liquidated Damages
S-4
S-18
Traffic Provisions
S-4
S-19
Time Schedule
S-5
S-20
Minims Wage Rates
S-5
1 hereby certify that these special provisions were prepared by me
or under ay direct supervision and that I am a duly registered professional
engineer under the laws of the State of Minnesota.
Date: Octcber 14, 1960_ „ , ., u '►
^� Reg. No. 1133
-C -
Area 1-2-3-4
September 15, 1960 SPEC IAL P tOV IS MNS
DIV.,_.IS N A
A-1 SEBCJGECAZIONS„IMM AEPLX
The State of Minnesota, Department of Highways "Specifications for Highway
Construction", dated V4y 1s 1959, and submitted fur approval by the Divi-
sion Engineer of the Bureau of Public Roads on * rch 26, 1959, and all
provisions of the State of Minnesota, Department of Highways "Requirements
for all Projects Financed with Feral Aid Funis" dated January 5, 1955,
and approved by the Buresu of Public Roade on January 24, 1955, shall apply
on this Contract, except as modified or altered in the following Special
Provisions.
A-2 LABO$PROVISIONS
The following requirements shall apply to all Work performed on the Pro-
Ject by the Contractor with his own orgarization and with the assistance
of workmen under his immediate superintendance and to all work performed
on the Project by piece work, station work or by subcontract.
They shall also apply to all labor employed on the site of the work and
engaged in altering, assembling or repairing equipment used on the work,
from the date on which construction operations are started until the date
on which they are completed. The words "site of the work” shall be con-
strued to mean not only locations an the right of way, but a:W job head-
quarters, yard or building in the vicinity of the work, where labor em-
ployed by the Contractor is engaged, during construction operations, in
the type of work referred to above.
The Contractor or his Subcontractor shall pay each mechanic and each
laborer employed directly upon the site of the work, unconditionally and
not less often than once a week, without any subsequent deduction or rebate,
the net amount of wages after all lawful deductions accrued at time of pay-
ment, computed at a wage irate which is not lose than the rate stated in
the Special Provisions for such class.
Labor position shall, so far as possible, be classified as indicated in
the -CLASS" column in the listing contained in these Labor Provisions in
which S means SKILLED LABOR, I means INTEMMIM GRADE LABOR and U means
UNSKILLED LABOR. Position not listed shell be classified in acccrdsace
with the following definitions of the various grades:
r a '
n"IT
^` A-1
Area 1-2-3-4
September 1% 1960
A-2 (Continued)
,� led Lam
Mned labor shall include the operations of complex heavy power equip-
ment and skilled a. Ham en of the journeymen grade.
Intermediate, Gracie Labor
Intern,diate grade labor stall include: (A) The operations of all power
equipment except complex, heavy power equipment, service trucks and
passenger care; (B) Persons performing any other labor which requires
considerable training and eatperience.
Unskilled Labor
Unskilled labor shall include: (A) Drivers of Service Trucks and passenger
cars; (B) Helpers to tourneymen, oraftemen and all other labor which re-
quires no special skill or experience or the exercise of discretion and
independent judgement.
In the event the Contractor employs apprentice workmen under the occupa-
tional training program of the State of Minnesota, Department of Education,
or under the Division of Voluntary Apprenticeship of the State of Minnesota,
Department of Labor and Industry, or under the Veterans Training Program
of the U. S. Veterans Administration, he may pay wages to such apprentice
workmen at rates approved by the appropriate governmental agency regardless
of the ninimam rates hereinafter specified to be paid. Such employees
shall be included in the Unskilled Labor Classification in the quarterly
employment sueeariss, With an explanatory note thereon indicating the
nuaber of such apprentices and showing their total hours and wages for the
Period.
In the event that the prevailing local wage rate for the same labor classi-
fication engaged on public construction of similar type and character is
one prescribed under local collective bargaining agreements between organ-
ized labor and employers and is a rate higher then the minimum rate listed
below, such local wage rate shall apply. Neither the establishment of
each a local Wage rate nor any change in an existing collective bargaining
agreement, after the date on which the Proposal is submitted, will be con-
sidered as a basis for any claim by the Contractor for increased compen-
sation.
:he scale of wages to be paid shall be posted by the Contractor in a
prominent and easily accessible place at the site of the work.
A-2
Area 1-2-3-4
September 15, 1960
A-< (Continued)
The Contractor shall have on file at his local job headquarters, and
available fir inspection by any of his employees and by the Engineer,
copies of the truck rentgl provisions as set forth in the Speulal Pro-
visions for the prnjeots.
A standard form of notice, approved by the State, advising the workmen
that the various provisions above referred to are available for inspection,
shall be posed by the Contractor in a conspicuous place at his local job
headquarters where it may be conveniently seen by the workmen during the
prosecution of the work. Copies of the various provisions and the stand-
ard form of notice herein referred to can be secured from the State with-
out charge.
No fee of any kind shall be asked or accepted by the Contractor or any of
his agents from any person who obtains work on the Project; nor shall.any
person be required to pay any fee to any other person or agency for ob-
taining employment for him on the project.
No laborer shall be charged for any tools used in performing his duties
except for reasonably avoidable lose or damage thereto.
Every employee on the work shall be permitted to lodge, board and trade
where and with whom he elects and neither the Contractor nor his agents
nor his employees shall directly or indirectly require as a condition of
employment that an employee shall lodge, board or trade at a particular
place or with a particular person.
No charge shall be made for any transportation furnished by the Contractor
or his agents to any person employed on the work.
No individual shall be employed as a laborer on the Project except on a
wage basis, but this shall not be construed to prohibit the rental of teams,
trucks or other equipment from individuals. No such rental agreement, or
any charges for feed, gasoline, supplies, or repairs on account of such
agreement, shall cause any deduction from the wages accruing to any em-
ployee except as authorized by the regulations of the Secretary of Labor,
under the "Anti -Kickback" Act, as amended, 18 U.S.C. 8749 4p u.S.C. Mo.
The time allowed any hourly laborer shall be the period from the time such
laborer is required to report for duty at the site of the work until re-
leased cr permitted to leave the site of the work. No deductions from the
time allowed any hourly laborer will be permitted for delays of lose than
30 consecutive minutes.
A-3
Area 1 & 2 (Revised September 21, 1960)
September 15, 1960
A-2 (Continued)
H12= LABORERS CLASSIFICATIONS
Except as provided ab,3ve and except for those labor position titles for which
different rates are specified in the following list, the minimum hcurly rates
of pay for the various types of labor in the Highway Laborers classifications
shall be:
SKILL LABOR 03.525
MW0EDIATE GRADE LABOR $2.95
MISKIMED LABOR $2.85
C=
LABOR POSIT ION T TTI P
$ate
U
Bituminous Batohe- in (Stationary Plant)
$ 2.95
I
Bituminous Raker ilcater and Utility Man
3.30
U
Bituminous Tampe:
3.15
U
Blacksmith Helper
2.95
U
Bottommman(Sewer,
Water or Gas Trench
2.90
U
Bottomsmman
(Sever, Water or Gas Trench (More than 8 feet
belov starting level of manual work
3.10
I
Brick or Block Paving Better
3.275
U
Brioklayer, Tender
2.95
I
Caisson Work
3.10
I
Cofferdam Work
3.10
I
Chain Saw Man
2.95
I
Chipping Hammer Operator
2.95
I
Conduit Layers (Without Wiri )
2.95
U
Cement Coverman (Be ch Trucks)
2.95
U
Cement Handler (Bulk or Bag)
2.95
I
Cement Gun Operator
1-1/2 Inch and Over
3.20
U
Concrete Batcherman
Proportioning Plant
2.95
U
Concrete Longitudinal Float Man (Manual Bullfloat on
Paving)
2.95
I
Concrete Mixer Operator (1 Bag Capacity)
2.95
U
Concrete Shoveler, Tamper and Puddler (Paving)
2.95
I
Concrete Vibrator Operator
2.95
U
Curb Setter (Stone or Precast Concrete)
2.95
I
Drill Rinner (Heavy, including Chum Drill)
2.95
U
Dumper (Wagon, Trucks Etc.)
2.95
U
Dump Nan
2.95
U
Dump Man (Paver) (Dumping Batch Trucks at Mixer)
2.95
U
Flagman
2.85
U
Formsetter (Municipal Type Curb and Sidewalk)
2.95
U
Forms-tter (Pavement)
2.95
U
Hydrant and Valve Setter
2.95
I
Jackhammer Man and Paving Buster
3.00
I
Joint Filler (Concrete Pavement)
2.9;
A-4
Area
1 & 2
September
15, 1960
A-2
(Continued)
@IGHWAY LAE„ QQ ' IrATL)R
(Continued)
cl= LM POSITmN TMX
I
Kettleman (Bituminous or Lead)
3 2.95
U
Laborer, Wreaking and Demolition
2.85
U
Mortar Miser
2.98
U
Open Ditch Work
3.10
0
Other Work More than 8 Feet Below Starting Level of
Manual Work
3.10
U
Pipe Derrickman (Tripod, Manual)
3.00
U
Pipe Handler (Water, Gas or Cast Iron)
3.00
I
Pipe Layer (Sewer, Water or Gas)
3.3.5
S
Powderman
3.525
U
Powder Monkey
2.85
I
Pump Operator (3 Inches and Under Semi -Skilled)
2.95
U
Reinforced Steel Setter (Pavemntl
2.85
U
Reinforced Steel Laborer
2.85
I
Sand Cushion and Bed Maker
3.15
U
Serrioe Connection Macer (Water or Gas)
2.95
U
Stabilising Batchermen (Stationary Plant)
2.95
U
Squeegee Man (Bituml us# Briok or Block Pavement)
2.95
U
Stone Mason Tender
2.95
U
Tunnel Laborer (Atmospheric Pressure)
3.10
U
Tunnel Man (Air Pressure)
3.525
U
Tunnel Work
3.10
I
Tunnel Miner
3.525
U
Underground Laborers
3.10
U
Underpinning Work
3.10
U
Unskilled Laborers
2.85
U
watobmsn
2.55
U
Winoh Handler (Manual)
2.85
A-5
Area 1 & 2
September 15, 1960
A-2 (Continued) EgUI r OPERATOR qLasiZEATM
Except as provided above and except for those labor position titles for which
different rates are specified in the following list, the minimum hourly rates
of pay for the various types of labor in the equipment operator classifications
shall be:
SKILLED LABOR 03.23
IIQTERMEDIATE GRADE LABOR 32.85
LABOR .12S:�p.S $8 c
I Air Compressor Operator 3 3.12
S Asphalt, Bituminous Stabilize- Plant Operator 3.45
S Backfill or Operator 3.45
3 Bituminous Spreader and Finishing Operator (Power) 3.45
I BituminousDread d Bi ominous Finishing Machine
Operator (Helper)Power 2.85
I
Brakaman or Switchman
2.95
S
S
Cableway Operator
Concrete Miner Operator, Job Site 14S
3.67
3.45
on over
S
Concrete Mixer Operator, on Job Site 14S and under
3.23
S
Concrete Miner, Stationary Plant Operator, over 34E
3.67
I
Concrete Distributor and Spreader Operator, Finishing Machine,
Longitudinal Operator, Joint Machine Operator and
tudp�
Spray Operator
3.12
I
Concrete Saw Operator (Multiple Blade) (Power Operated)
3.12
S
Crashing Plant Operator (Gravel and Stone) or Gravel Washing,
Crushing and 3areening Plant Operator
3.45
S
Derrick Operator (Guy and Stiffleg) (Power)(Skids or Stathmary)
3.67
I
Dredge Deck Hand
2.85
S
Dredge Operator or Engineer, Dredge Operator (Power)and Engineer
3.67
S
Drill Rig Operator, Heavy Duty Rotary or Churn Drill
3.45
S
Euclid Loader Operator
3.67
S
Engineer in charge of plant requiring first class license
3.45
I
Fireman or Tank Car Heater Operator
2.95
I
Fine Grade Operator
3.12
S
Fork Lift or Lumber Stacker Operator (For Construction Job Site)
3.45
S
Fork Lift or Straddle Carrier Operator
3.45
I
Form Trench Digger Operato (Power
3.12
I
Front End Loader Operator Under H.P., rubber tired
3.23
S
S
Front End Loader Operator All Types- 30 H.P. and over;
Gra3er or Motar Patrol Operator tF12shing Earthwork
3.45
and Bitimi nal
3.55
I
Grader Operator Motor Patrol)
3.23
I
Gravel Screening Plant Operator (Portable, not Crushing or
Washlsg
2.85
I
Gres, or (Truck and Tractor)
2.85
S
Hoist Engineer (Power)
3.45
I
Launchman (Tankerman or Pilot License)
3.45
I
Leverman
2.85
S
Loader Operator (Barber -Greens or similar type)
3.23
A-6
Area 1 & 2
September 15, 1960
A-2 (Continued) IgMMM 0E=3 Qg'ICAT.MNS
MAW LMR. M§IT�'t- BATE
S Locomotive Operator (All Types) 3.45
S Locomotive Crane Operator 3.67
S Master Mechanic 3.67
S Mechanic or Welder 3.45
I Mechanical Space Heater Operator (Temporary Heat) 2.85
S Mixer Operator, Concrete Paving (Road) 3.67
I Oilers (Power Shovel, Crane, Draglins) 2.85
S Paving Breaker or Tamping Machine Opdrator (Power driven)
(Mighty -Mite or similar type) 3.45
S Pick-up Sweeper Operator (pot including Tennant or similar types)3.45
S Powe. Shovel Operator (and/or other equipment with shovel type
controls, * Cu.Yda. and over)
3.9:
S Power Shovel Operator (and/or other equipment with shovel type
controls, up to 3Cu.Yds. )
3.67
S Power Plant Engineer (100 S.W.H. and over)
3.45
S Papill Operator
3.45
I Pump Operator
3.12
S Pumporete Operator
3.55
S Refrigeration Plaut Engineer
3.67
I Roller Operator ( lf-propelled roller for compaction, including
stabilised base)
3.07
I Roller Operator (Self-propsled, rubber tired, for compaction
includingstabilised basal
2.95
S Roller 0 ator, up to and inalading 6 tons for bituminous
finishing and/or wearing course
S Roller Operator, over 6 tons for bituminous finishing and/or
3.23
wearing courses
3.45
S Rubber Tired Farm Tractor Oflerator, Back Hge Attachment
3.45
I Shouldering Machine Operator (Power) (Apsoo o similar type
incl,
3.12
self-propelled sand and chip spreaders
S Tie Tamper and Ballast Machine Operator
3.45
S :rector Operator - Boom Type
3.67
I Tractor Operator, ')2, TD6, or similar h.p. with power take -off
3.23
S Tractor Operator, over D2. TD6, or similar h.p. with power
take -off
3.45
I Tractor Operator, 50 h.p. or less without power take -off
2.86
S Tractor Operator, over 50 h.p. without power take -off
3.45
S Trenching Machine Operator (Sewer, Water, Gas)
3.45
S Truck Crane Operator
3.67
I Truck Crane Oiler
2.95
S Tournapull Operator (or similar type)
3.45
A-7
Area 1 E 2
September 15, 1960
A-2 (Continued)
Except as provided above and except for those labor position titles for which
different rates are specified in the following list, the minimum hourly rates
of pay for the various types of labor in the truck driver classifications shall
be:
DnV MBDIArS (}RADE LABOR 02.85
UNSKILLED LAOR 82.75
I
Bituminous Distributor Driver 8
2.90
U
Bituminous Distributor Spray Operator (Rear end Oiler)
2.85
I
Bituminous Distributor Driver (oene men operation)
3.10
I
Boom and "A" Frame Driver
3.00
I
Dumpman
2.85
I
Dumpster Operator (no H.P. Limit)
3.10
I
Greaser and truck serviceman
2.85
I
Mechanical Broom Driver
3.00
I
Pilot Car Driver
2.85
I
Ready -Mix Driver (Miser capacity up to and including 4 Cu.Yds.)
2.85
I
Ready -Mix Driver (Mixer capacity over 4 Cu.Yds. up to and
including 6 Cu.Yds.)
3.00
I
Ready -Mix Driver (Mixer capacity over 6 Cu.Yds.)
3.10
I
Self-propelled Pecker operator
3.00
U
Tank Truck Helper (Gas, Oil, Road Oil and Water)
2.75
U
Teamster or Stableman
2.75
I
Tractor Operator (Uheel type used for any purpose)
2.85
I
Truck Driver(up
to and including 6 Cu:Yds. box water evel)
2.85
I
Truck Driver
((over b Cu.Yds. up to and including 8 Cu.Yde.
box water level)
3.00
I
Truck Driver (over 8 Cu.Yds. up to and including 12 Cu.Yds.
box water level)
3.10
I
Truck Driver (over 12 Cu.Yds. up to and including ib Cu.Yds*
box water level)
3.20
I
Truck Driver er 16 Cu.Yds. box water level)
3.30
I
Truck Drivar izuling machinery for contractors' own use inal.
operation of hand or power operated winches)
3.00
I
Truck Mechanic (ik2 cases where an operating engineer mechanic
In not employed)
3.00
I
Truck welder
3.00
All drivers not covered by the above classifications (including equipment with
hand or
power operated winches) shall be paid at least the following rates,
depending on the number of axles on the unit.
Single axle or 2 axle unit
2.85
Tandem axle or 3 axle unit
3.00
Four axle unit
3.10
Five axle unit
3.20
For each additional axle, 10¢ additional per hour
A-8
Area 1 aid 2
September 15, 1960
A-2 (Continued)
SPEC IAL CRAFTS C SAT MNS
accept as provided above and except for those labor position titles for whin b
different rates are specified in the folloving list, the minim= hourly rates of
pay for the various types of labor in the special crafts classifications shall be:
SKILLED LADOR S 2.85
9."V
S Bricklayer
6 3.875
S Carpenter
3.50
S Cement Mason
3.70
S Electrician
3.959
S Ironworker (ornamental)
3.62
S Ironworker Reinforcing)
3.62
S Ironworker Structural)
3.62
S Painter
2.85
S Piledriver Man
3.50
S Stone Mason
3.875
A-9
Area 1 and 2
A-3
September 15, 1960
The following provisions apply only to trucks owned and operated by indivi-
dual truck owners. An individual truck owner is a person who owns only one
truck and operates it.
A-3.1 Under any agreement made between the Contractor and an individual truck
owner to hire his truck at any agreed rate per cubic yard mile, ton mile
or on an Wwly basis, which agreed rate is to include income for services
as driver of the truck, the total amount paid to the owner for the entire
time the truck is earning truck rental shall be at least equal to the amount
which would have been paid if the truck and the driver had been hired separ-
ately for this same earning time at the minimum hourly rates for each as
specified in these labor and truck rental provisions.
A-3.2 An minimum rates listed in the following tabulations include compensation
for all costs of operating the equipment except the operator's wages and
workman's compensation insurance or any other assessments or taxes based on
such wages.
A-3.3 The minimum rental or compensation rates to be paid by the Contractor for
any truck hired or rented on an hourly basis shall be in accordance with'
the following schedule, except as otherwise specified b,alow:
Track Size Hourly Truck Rental Rate
Service Trucks 2 C.Y. $ 1.90
Trucks hauling 2j C.Y. 2.15
Trucks hauling 3 C.Y. 2.20
Trucks hauling A C.Y. 2.40
Trucks hauling 4 C.Y. 2.60
Trucks hauling 4 C.Y. 2.75
Trucks hauling 5 C.Y. 2.90
Trucks hauling 5j C.Y. 3.15
Trucks hauling 6 C.Y. 3.40
Trucks hauling 6j C.Y. 4.10
Trucks hauling 7 C.Y. 4.45
Trucks hauling 7j C.Y. 4.0
Trucks hauling 8 C.Y. 5.15
Trucks hauling 81 C.Y. 5.60
Trucks hauling 9 C.Y. 5.95
Trucks hauling 9j C.Y. 6.30
Tracks hauling 10 C.Y. 6.65
A-3.4 Batch hauling trucks which are hired or rented by the Contractor for hauling
batches on a concrete paving contract shall be hired or rented on an hourly
basis and the rdninum rental or compensation rates paid by the Contractor
for such trucks shall be in accordance with the following schedules
2 Dry Batches 2.90
3 Dry Batches 3.40
4 Dry Batches 5.15
5 Dry Batches 5.95
A-10
Area 1 and 2
September 15# 1960
A-3.5 Trucks which are hired or rented by the Contractor for hauling mixtures of
bituminous material and aggregates on a bituminous surfacing contract shall
be hired or rented on an hourly basis and the minimum rental or compensation
rates paid by the Contractor for such trucks shall be in accordance with the
following schedule:
TrgLqk Slap
5.4 ton or less
$ 2.40
5.5
thru 6.4 ton
2.6o
6.5
thru 7.4 ton
2.75
7.5
thru 8.4 ton
2.90
8.5
thru 9.4 ton
3.15
Q.5
thru 10.4 ton
4.10
10.5
thru. 11.4 ton
4.80
11.5
thru 12.4 ton
5.15
12.5
thru 13.4 ton
5.95
A-4 Enforcement of Labor Provisionae
A. If, upon investigation of complaints or allegations of violation of the
minimum wage rates contained in the Contract, such violation is found to be
non -willful, the Contractor shall make immediate restitution to the affect-
ed employee.
B. If, upon investigation there is substantial evidence that the violations
are willful or if the Contractor or any subcontractor without just cause
refuses to make restitution, the Commissioner of Highways may withhold from
any sums due or coming due to the Contractor under the Contract and pay
directly to the employees employed by the Contractor or any subcontractor
on the Project the difference between the amount due under the wage rates
required by the Contract and the amount received by such employees. The
Commissioner may also require the Contractor and any subcontractor there-
after to submit to the Department of Highways certified copies of the week-
ly payrolls and he may take such actions as are necessary to cancel the
Contract and/or to declare the Contractor and any subcontractor eangaged on
the Project ineligible to work on future highway projects for a period of
two years or, in oases where Federal Funds are involved, for such other
periods as are approved by the Bureau of Public Roads.
A-11
S.P. 2722-28 (T.H. 55-188) Eta,
October 14, 19W
S-1 (1204) =TASIBLE M=AZMS IN PROPOSALS
In addition to the reservations permitted by 1204, the following
reservation will also be permitted.
5-1.1 If a Bidder has submitted a Proposal jointly with others as a joint
venture, he may limit the amount of work (in addition to the joint venture
work) on which he will accept awards at any one time by inserting in one
or more proposals the following stipulation (verbatim except for inserting
Project numbers or descriptions and the name under which the joint venture
Proposal was submitted):
S-2
S-3
"This Bidder has also submitted Proposals on this date for Project
as a joint venture with others under the nems
This Bidder will not accept an award on the
Projects covered by this Proposal if the said (name an -Joint tym
Proposal) is awarded Project (Pro_ i_ ce t in Joint verdure Prokmt ."
This wording may be modified to specify any single Project or combin-
ation of Projects.
Bidders are advised that, for informational purposes, Agreements,
Permits and Orders with Utility Companies covering the relocation of their
facilities are on file at the Utilities Section, 7th Floor, Highway Butild-
ing, and may be examined by prospective bidders upon request.
It is expressly understood that the foregoing reference to said Agree-
ments, Permits and Orders does not make them a part of this Contract.
Furthermore, the State makes no warranty, express or implied, that the
Utility Companies will relocate their facilities in accordance with the
terms of said Agreements, Permits or Orders.
The above shall not be construed to be a modification of any of the
provisions of 1409.
requirements
and the following:
conform to the
5-3.1 The percentage of Soft Particles (3137.2 D1,5) shall be determined by
the "Method of Test for Scratch Hardness of Coarse Aggregate Particles" on
file at the Minnesota Highway Department Laboratory.
S-4 (2104) RD== HISCMIJMUS=TUMS
Miscellaneous structures shall be removed in accordance with the pro-
visions of 21049 and the following:
5-4.1 Removing precast concrete cattle passes will be measured by length
including end sections and will be paid for as Item No. 104.631 (Remove
Precast Concrete Cattle Passes) at the Contract price per linear foot.
S-1
S.P. 2722-28 (T.H. 55=188) Ete.
October 14, 1960
S-5 0105 ) FQM y MMAVATMN
Roadway excavation shall be performed in accordance with the provis-
ions of 2105, except as modified below:
3-5.1 Payment for Class A Excavation will be made on the basis of planned
quantities as shown on the plan -profile sheets of the Plans, except that
adjustments will be made under the conditions provided in 2105.5.
S-5.2 Where the existing Roadbed is to be obliterated or reconstructed, the
bituminous surfacing and aggregate base shall be salvaged separately to
the width and depth as directed by the Engineer, and shall be used on the
new Roadbed as follows:
A. The btiuminous surfacing shall be used in the embankment 3 feet
below the bottom of the sub -base. The Contractor will not be required to
Pulverize this mixture before placing it in the embankment.
Be The aggregate base in place shall be salvaged and used for sub-
base aggregate anywhere on the project the Contractor elects.
S-5.3 Salvaging the bituminous surfacing and aggregate base will be paid
for as Item No, 2105.514.
S-6 (21o6) SPFCI& VM Z&Ay.%T3DN
Special swamp excavation 9& -%Il be performed in accordance with the
provisions of 2106, except as modified below&
S-6.1 The excavated material net ured as top soil shall be disposed of in
the areas indicated in the Plans.
S-7 (2` GREGATE PRO!*UCTMN (GWUL)
Aggregates shall be produced in accordance with the provisions of
21229 and the following:
S-7.1 If the Contractor elects to obtain material from State owned Pit
No. 4381A, the cost of the material to the Contractor will be 14 cents per
cubic yard or 10 cents per ton, whichever price is applicable.
S-7.2 Send -gravel material to be used for submerged backfills and for "Sand -
Gravel Fill in Place" shall be obtained in Pit No. 3326B where it will be
furnished without cost to the Contractor.
S-8 (2208) MAD -MIXED BITOMIldOQS BASE
The road -mixed bituminous base for the Eastbound lane from Station
1214+00 to Stat'l.on 1302+88 and for the frontage roads shall be constructed
in accordance with the provisions of 2208, and the following:
5-8.1 The bituminous material for the mixture shall be NC -2 or M-3.
S-2
S.P. 2722-28 (T.H. 55=188) Etc.
Octot er 14, 1960
S-9 (2331) PLANT -M= BI=- IF= I=
The plant -mixed bituminous base for the Eastbound lane Station 1302+
88 to 1438+98.5, 1462400 to 1474+53.7, 1478+98.36 to 1485+43.39 and for
the Westbound lane Station 1421+00 to 1472+33.4 shall be constructed in
accordance with the provisions of 2331, except as modified below:
6-9.1 Bituminous Materials shall be:
For prime coat, Cut-back Asphalt or Road Tar;
For tack coat, Cut-back Asphalt, Road Tar or Asphalt Emulsion;
For mixture, AC -1 120-150 penetration.
S-10 (2331) &=--N= BITUMMUF SURFACE
The plant -mixed bituminous surface for the shoulders on the Eastbound
lane Station 1214+00 to 1302+88.2 shall be constructed in accordance with
the provisions of 2331, except as modifieA below:
S-10.1 Bituminous Materials shall be:
For prime coat, Cut-back Asphalt or Road Tar;
For mixture, AC -1 120-150 penetration.
S-11 (2_33AI) PLANT -M= BMMUNS SURFACE
The plant -mixed bituminous surface for shoulders on the Eastbound
lane Station 1302+W to 1438+98.5, 1462+00 to 1474+53.7 and 1478+98.36 to
1485+43.39 and for the Westbound lane Station 1421+00 to 1472+33.4 shall
be constructed in accordance with the provisions of 2341, and the follow-
ing:
5-11.1 Bituminous Materials shall be:
For prime coat, Cut-back Asphalt or Road Tar;
For mixture, AC -1 120-150 penetration.
S-12 (33 1) ASPM IC CONCRETE SSUAGE
The asphaltic concrete surface for the Eastbound lane Station 1214+00
to 1.438+98.51, 1462+00 to 1474+53.7 and 1478+98.36 to 1485+43.39 and for
the Westbound lane Station 1421+00 to 1472+33.4 shall be constructed in
accordance with the provisions of 2351, and the following:
S-12.1 Bituminous Materials shall be:
For tack coat, Cut-back Asphalt, Asphalt Emulsion or Road Tar;
For mixture, AC -1 85 -IOC penetration.
S-12.2 Composite Aggregate Gradation
The gradation of the composite aggregate shall be Type B for the
wearing course mixture and Type C for the binder course mixture.
S-13 (56) BITUMINOUS SEAT
The bituminous seal coat for the shoulders shall be constructed in
accordance with the provisions of 2356, and the following:
S-3
S.P. 2722-28 (T.H. 55=188) Etc.
October 14, 1960
S-13.1 The bituminous material for the seal coat shall be RC -4, RC -5 or RS -2.
The aggregate for the seal coat shall be FA -5.
S-14 (2%6) _ MUMLES AM CATCH BASINS
Manholes and catch basins shall be constructed in accordance with the
details shown in the Flans and the provisions of 2506, except as follows:
S-14.1 The pipe for the riser for catch basins, Design I, shall be 24 inch
reinforced concrete pipe, Class +I.
S-15 (2555 ) CABLE GU&M RAIL
Cable guard rail shall be constructed in accordance with the provis-
ions of 2555, except as modified below:
S-15.1 The bolt holes in treated guard rail posts may be bored prior to the
treatment of the posts. If this is done the brushing treatment will not
be required.
5-16 WPM. BY OTHERS
Bridge He. 27013 (over Minneapolis Industrial Wlway Company's track)
will be constructed under a previously awarded Contract, the operations
under which will be concurrent with the operations under this Contract,
and which provides that:
(a) Construction operations shall be started on or before March 1,
1961;
(b) All work required by the Contract shall be completed on or before
Auguet 1, 1961.
S-17 (ib) LIQUIDATED DAMAGES
In addition to the deduction for engineering costs specified in 1806,
the State will deduct from any moneys due or coming due to lhe Contractor
an amount equal to y50.00 per calendar day during the entire period from
the Contract completion date until all work required by the Contract (ex-
cept the operations specified in 1806 as being exempted from deductions
for engineering costs) has been completed.
S-18 TRAFFIC EWISIONS
Restricted use of the highway by traffic shall be permitted in accord-
ance with the provisions of 1707.2, except as modified below:
S-18.1 Traffic will be routed over the present Roadbed until such time as the
adjoining new Roadbed is oompleted, except for the asphaltic concrete binder
and wearing courses.
S-18.2 The Contractor shall construct temporary crossovers for use by traffic
if so directed by the Engineer. Such crossovers shall be constructed to
the alignment, grade and cross-section directed by the Engineer and shall
be surfaced also as directed by him. Construction and removal of such
temporary crossovers (as well as any reconstruction or resurfacing) will
S-4
S.P. 2722-28 ( -H. 55=IW) Etc.
October 14, it ,0
be paid for at the appropriate Contract prices, each operation being
measured esperatekm,
5-16.3 The Contractor will not be required to maintain, at his expense, any
existing Roadbed, completed new Roadbed, or crossover constructed by order
of the Engineer, while traffic is routed thereon.
5-19 TZ
5-19.1 Construction operations shall be started on or before May 1, 1961.
S-19.2 The precast concrete cattle passes inplacs at Station 1432+86 and
Station 1449+91 shall not be removed until the new Westbound Roadbed has
been completed.
S-19.3 All work required by the Contract shall be completed within 60 Work-
ing Days.
S-20 MEDW WAGE RATES
The minimum wage rates to be paid by the Contractor under this Contract
shall be those specified in Division A of these Special Provisions for
Wage Areas 1 and 2.
S"5