*2005*
Special Provisions Section
Drains to
be Maintained Under the Special Provisions Section in *2005* are:
Bonnie View Extension
Cypress Dale Maddox
Eagle Slough
East Side Urban North Half
East Side Urban South Half-portions
Edmond Ditch
Harper Ditch
Henry Ditch
Hirsch Ditch*
Keil Ditch
Kolb Ditch
Pond Flat Main*
Sonntag Stevens Ditch
(*These
projects require additional field study, engineering and design to address
hydrology and permitting issues.)
Drains or parts thereof not listed above will be maintained under General Specifications or under specifications published at a later date.
Persons interested in bidding any ditch listed above are advised that all work performed on these ditches will be described, performed, inspected, and approved only in accordance with the conditions and requirements set out in the Special Provisions Section and General Specifications (where applicable), unless otherwise specified in Section SP-200.
PREPARED
BY:
BILL
JEFFERS
VANDERBURGH
COUNTY SURVEYOR
ROOM 325
CIVIC CENTER COMPLEX
ONE NW ML
KING JR BLVD.
EVANSVILLE,
IN 47708-1833
OFFICE:
812-435-5210
FAX:
812-435-5023
February 22, 2005
The purpose of the Special Provisions Section is to detail needed ditch maintenance activities supplemental to, additional to, or in lieu of those described in the Standard or General Specifications.
For all drains and ditches listed to be maintained under Special Provisions in *2005*, the Bidder must submit bids in accordance with conditions, requirements, and other information contained in the Special Provisions Section and on the Bid Schedules attached in Section SP-200.
Only those bids submitted in accordance with the Special Provisions Section will be considered for awards of contracts for work on Special Provisions Projects.
Individual
drains will be separated into multiple work areas in order that each work area of
a ditch receives specific treatments that address specific needs.
For
example, a single ditch may need brush removal by mowing and chipping only
along half its length; and the same ditch may require broadleaf herbicide
treatment with no mowing needed along only the other half of its length.
The
separation of drains into work areas will be at the direction and discretion of
the Surveyor who shall determine the treatment needed to address specific
existing conditions.
Separate
work areas are specified and described in the Special Provisions Section, and
ditch footage together with the category of treatment is specified again on the
separate Bid Schedules attached in Section SP-200.
Wherever
single drains are separated into multiple work areas as described above, the
Board may award the work on a single drain to one individual bidder, or to a
combination of bidders as recommended by the Surveyor.
The
bidders selected for contract awards will be determined based upon their
qualifications to perform the work and their appropriate response(s) to the
invitation to bid in accordance with the applicable specifications and
statutes.
The
Board, at its discretion, or upon the recommendation of the Surveyor, may:
(a)
Accept a bid and award a contract based upon the bid;
(b)
Set the bid aside for thirty (30) days or longer, if agreeable with the bidder;
or
(c)
Disregard or reject the bid for any legitimate reason including lack of
available funds to pay for all the work for which bids are received.
Work on the drains shall be divided into several categories of treatment to address the specific needs of the drains listed under the Special Provisions Section for this year.
The
Bidder is advised to read each category closely to determine the exact nature
of the work required, and to calculate and submit the bid(s) accordingly.
ADVISORY: The Bidder is advised to visit each work site prior
to bidding to determine if there are any existing conditions, materials,
obstructions, or other factors within or associated with the ditch and the work
area that will prevent the bidder from accomplishing the work exactly as
described herein; or to determine if manpower or special equipment not normally
employed by the bidder will be needed to complete the work.
This category of work includes
sterilizing the ditch bottom by spraying approved herbicides in an appropriate
and effective manner resulting in the eradication of all vegetation as
described under the General Specifications with regard to herbicide
applications.
The bidder must read the specific
requirements, make the bid, and accomplish the work in accordance with all
conditions and requirements pertaining to herbicide handling, licensing,
permitting, insuring, recording in the log, and application dates as directed
in the General Specifications and Special Provisions with regard to sterilizing
ditch bottoms with herbicides.
If standing water, weather
conditions, or other factors prevents the application of the herbicide in a
significant portion of the ditch designated to be sterilized, the Contractor
shall have the choice of:
(a) Returning to the untreated site(s) at a
later time and completing the work.
(b) Leaving the work unfinished and reducing
the claim for payment by an amount equal to the number of untreated feet times
the price bid per foot to complete the treatment; and in accordance with the
formula below:
“A significant portion of the
ditch” shall be defined as: A continuous stretch of ditch greater than two
hundred (200) feet in length as measured along the top of its longest bank.
Untreated “significant portions” shall be measured along the top of the longest
bank, totaled, rounded-off downward to the closest multiple of ten (10) feet,
and the resulting distance shall be multiplied times the price bid per foot to
determine the deduction for unfinished work that will be subtracted from the
payment otherwise due the Contractor.
The method and formula given
above for deducting untreated footage from the total bill for a drain shall be
employed only in cases where the remainder of a drain was treated
satisfactorily, but a “significant portion” was left untreated due to standing
water, or other conditions preventing proper application of specific
herbicide(s).
In cases where the entire drain
(or specified work area thereof) was not treated, no payment shall be
considered due nor shall be paid to the Contractor.
Any application of herbicide not
in accordance with all above said or referenced specifications must receive
approval of the Surveyor prior to the application.
Payment for work described in
Category One shall be only for the footage of the drain verified as treated in
accordance with the specifications, conditions, and requirements described
and/or referenced above, and only at the rate per foot as shown on the Bid
Form(s) of the successful bidder (Contractor.)
The
invitation to submit bids to perform work described in Special Provisions
Category One covers the following drains:
1. EAST SIDE URBAN – SOUTH HALF:
KELLY, NURRENBERN AND STOCKFLETH ONLY
2. KOLB DITCH
3. HARPER DITCH
All
Category One – Sterilizing Ditch Bottoms spraying shall start no sooner than
April 1 and prior to potential crop damage with completion no later than June
30, of the contract year.
See
Section SP-200 for details of Work Areas, Bid Schedules, and other bidding
information related to drains to be bottom sterilized.
Category Two covers the
application of approved broadleaf herbicides, growth retarding chemicals,
and/or approved brush killers to the side banks and top banks of drains in an
appropriate and effective manner resulting in the eradication of all broadleaf
and undesirable vegetation, and/or the retardation of grass growth, if
applicable, and all as described under the General Specifications with regard
to herbicide applications. Coverage shall extend to five (5) feet from the top
of banks. Except for applications made to Aiken Ditch south of the levee and
Eagle Slough, which shall be twenty-five (25) feet from the top of banks in
non-residential, non-cropland areas.
The bidder must read specifications, make the bid, and accomplish the work in accordance with all of the conditions and requirements pertaining to herbicide handling, licensing, permitting, insuring, recording in the log, and application dates as directed in the General Specifications and Special Provisions for the particular herbicide (spraying) applications.
There will be no allowances made
for adverse weather and ditch conditions as in ditch bottom sterilization.
The determination of finished
work under Category Two shall be made according to the required kill rate of
ninety (90) percent as described in the Standard Specifications, unless:
(a) otherwise provided for in the
Special Provisions Section, or;
(b) by prior arrangement such as
a bid statement attached to the Bid Form(s) with the authorization of the
Surveyor and approval by the Board.
The only other allowance which
may be made, and then only by prior agreement authorized by the Surveyor, is
that if the kill rate is achieved on one bank of the ditch but cannot be
achieved on the opposite bank due to conditions beyond the control of the
Contractor, the Surveyor may recommend payment of no more than fifty (50)
percent of the total payment that otherwise would have been due for that
particular stretch (footage) of ditch as measured along its centerline.
Payment for work described in
Category Two shall be made only for the footage of the drain actually physically
treated in accordance with the specifications, conditions, and requirements
described and/or referenced above, and only at the rate per foot as shown on
the Bid Form(s) of the successful bidder (Contractor.)
The invitation to submit bids to
perform work described in Special Provisions Category Two covers the following
drains:
1. AIKEN DITCH
2. EAGLE SLOUGH**
3. ESU NORTH: CRAWFORD BRANDEIS
EXTENSION & BOESCHE DITCH
4. ESU SOUTH: CRAWFORD
BRANDEIS-PORTION, HIRSCH*, KELLY, NURRENBERN, STOCKFLETH, & WABASH ERIE
ONLY
5. HARPER DITCH
6. KEIL DITCH
7. KOLB DITCH
8. SONNTAG STEVENS DITCH-PORTION
*Construction
debris
**Different
application dates – start no sooner than April 1 & complete by May 15
All
Category Two – Broadleaf Herbicides / Brush Killers spraying shall start no
sooner than April 1 and prior to potential crop damage with completion no later
than June 30, of the contract year.
See SP-200 for details of Work
Areas, Bid Schedules, and other bidding information relative to application of
broadleaf herbicides/brush killers.
Work described as Category Three
includes mowing the entire waterway channel and to a distance of five (5) feet
outside the top edges of the ditch banks as specified in the General
Specifications, or:
Mowing the waterway more
particularly as specified for an individual drain within the Special Provisions
Sections, including as described in the attachments found in SP-200.
The bidder
shall enter a “per foot” price under the heading of “Category Three Waterway
Mowing” for which price the bidder is willing to complete the contracted
mowing(s) of the waterway(s) in accordance with all requirements and conditions
of the General Specifications and applicable Special Provisions, as well as in
accordance with the following conditions:
.03a. The Contractor shall “Late Spring Mow” the
entire drain, or the designated portion(s) thereof, once between May 15, and
June 15, contract year, unless the Surveyor authorizes alternate mowing dates.
.03b. The Contractor shall “Mid Summer Mow”
designated portions of the drain(s) contracted once between July 15, and August
15, year of contract, unless otherwise ordered or authorized by the Surveyor.
.03c. The Contractor shall “Fall Mow” the entire
drain, or the designated portion(s) thereof, once between September 15, and
October 15, year of contract, unless the Surveyor authorizes alternate mowing
dates.
.03d. “Special Mowing” notices will be given by
the Surveyor only in cases where the mowing is needed to comply with weed
control ordinances, to promote public health or safety, or to address a serious
drainage problem. “Special Mowing” will be paid for at the per foot price
submitted by the Contractor for Category Three.
.03e In all cases CATEGORY THREE:
MOWING WATERWAYS must be started and completed by the dates indicated in
the Special Provisions SP-190.00
DATES FOR STARTING WORK AND COMPLETION DATES, unless
otherwise specified in SP-200 or ordered by the Surveyor to commence mowing.
.03f Any soil disturbed by mowing, including
equipment, personnel, etc. shall be seeded and mulched as described in Special
Provisions SP-180.01 SEEDING
AND MULCHING.
.03g. The Contractor shall begin mowing only after
giving the Surveyor or his designated representative a notice twenty-four (24)
hours prior to the commencement of mowing activities on an individual ditch or
drain.
.03h. The Contractor shall give a verbal progress
report to the Surveyor or his designated representative at least once every
working day during the course of the Contractor’s mowing activity, including
“rain days.”
.03i. The Contractor shall notify the Surveyor or
his designated representative within twenty-four (24) hours of completion of
mowing of an individual drain or ditch.
.03j. The Bidder shall be aware prior to
submitting a bid that the General Specifications may give mowing dates different
than mowing dates given in the Special Provisions Section; and that:
The
mowing dates given in the Special Provisions Section shall prevail over the
dates given in General Specifications only for those ditches and drains listed
in the Special Provisions Section.
.03k. Unless otherwise specifically described
and/or defined, “Mowing” shall be
defined as the removal of all standing vegetation by cutting with mechanically
driven or hand held blades, from the vegetation’s standing height down to a height
of no more than four (4) inches nor less than one (1) inch as measured from the
average top remaining level of the vegetation to the ground from which it
stands over the entire work area of the waterway and its banks.
The invitation to submit bids to
perform work described in Special Provisions Category Three covers the
following drains:
1. AIKEN DITCH AS DESCRIBED
2. EAST SIDE URBAN SOUTH HALF –
PORTION: BONNIE VIEW EXTENSION PART OF CRAWFORD BRANDEIS
3. HARPER DITCH*
4. KOLB DITCH
5. SONNTAG STEVENS DITCH
*shopping carts & debris to
be removed by mowing Contractor
See SP-200 for details of Work
Areas, Bid Schedules, and other bidding information related to ditch mowing.
WORK classified as Brush and Tree
Removal consists of removing standing living, dormant or dead vegetation
general classified as or commonly called brush, brambles, vines, saplings, tree
sprouts, briars, etc. from an area within and alongside the waterway as
specifically described for certain drains listed within the Special Provisions.
When removing brush and trees the
“Work Area” will be described by exact location and dimensions such as:
“The entire waterway of Eagle Slough from Weinbach Avenue thence East to Green River Road and the tops of the ditch banks to a distance of twenty-five (25) feet outside of both ditch banks … or as determined and directed by the Surveyor.”
The removal of brush and trees within
the defined, described Work Area shall include:
Removal of all standing live,
dormant or dead vegetation with a primary stalk, primary stem, or trunk
diameter up to twelve (12) inches when measured at a vertical distance of three
(3) feet above the plant’s emergence from the ground:
EXCEPT FOR: agricultural crops and gardens, bald cypress trees of any size, and
desirable grass cover where it can be avoided. The Contractor shall not harm or
cause harm to any trees that are havens for brown bats or wood ducks (wood duck
boxes).
The removal of the brush and
trees shall be complete to the extent that no remains of the primary stem,
primary stalk, or trunk shall protrude upward from the ground greater than (4)
inches in height within the waterway nor greater than two (2) inches in height
within the twenty-five (25) foot wide areas outside the top of either ditch
bank.
The removal of the brush and
trees shall be accomplished by mechanical or hand held bladed equipment or
machinery together with other necessary ancillaries. Tree and brush removal
shall not include excavation, uprooting, or other land surface disturbance
other thank that associated with tire and track trails necessary to access and
leave the site. Rubber-tired equipment is preferred.
All cuttings from the brush and
tree removal operation shall be removed from the site or shall be chipped and
spread on site within the work area so long as the chipping and spreading
results in a mat of chips no deeper than six (6) inches anywhere within the
work area or on private or public property adjacent to the work area; except on
paved surfaces, railways or other road beds, all which shall be left broom
clean. Soil disturbed areas (over one acre) shall be seeded and mulched in
accordance with NRCS guidelines.
The Contractor shall leave the
work area free of all other waste generated during the course of the work by
his workmen, equipment, visitors, service persons, and other parties associated
with the work.
The
invitation to submit bids to perform work described in Special Provisions
Category Four covers the following drains:
NO
DITCHES INCLUDED IN CATEGORY FOUR IN 2005.
See
Section SP-200 for bid schedule to submit bid for brush and tree removal in
greater detail.
Removing and disposing of
accumulated silt, sediment, earth, along with associated organic material
within such accumulated sediment all from the bottom of the waterway, and/or
from the side banks if specified, and all as specifically described for certain
drains listed within the Special Provisions.
The Contractor shall use
excavation machinery and equipment outfitted with buckets and blades to reach
into the waterway and remove all accumulated soil, silt, and associated
sediment and debris from the ditch bottom area between the two toes of the two
bank slopes.
The ditch bottom area between
from the toe of one bank slope to the toe of the opposite bank slope shall be shaped
in such a manner that will restore the originally planned or previously
constructed flow line, grade, and ditch bottom configuration.
The resulting stream grade along
the bottom of the repaired ditch shall be free flowing and uninterrupted by
obstructions of silt, soil, grass, or other debris at the completion of the
work as inspected and determined by the Surveyor or authorized representative.
The dirt spoil and organic waste
removed from the ditch bottom by the silt dipping operation shall be removed
from the site, or shall be spread evenly across the land laying on either bank
of the ditch and to a distance of up to seventy-five (75) feet outward from the
top of either bank unless otherwise specified or directed by the Surveyor.
The spoil, if spread, shall be
spread as thinly and evenly as possible, and in no case shall the spreading of
the spoil redirect or obstruct the previously existing surface water drainage
patterns whether overland or through channels, nor cause the pooling of storm
water in the lands adjacent to the drain.
The spoil may be placed to fill
voids or cavities in the land only if directed by the Surveyor or by the
landowner(s) of the real estate over which the seventy-five foot wide drain
“easements” exist.
The ditch bottom shall be defined
as the area from the toe of one ditch bank across the flow line to the toe of
the opposite ditch bank; or that area which is generally submerged, wet or damp
during low water conditions.
When silt or accumulated material
is removed from the side banks of the drain, either in association with the
bottom dipping operation, due to the necessity to stabilize the side bank or
toe, or at the direction of the Surveyor, such removal shall result only in the
restoration of the originally designed or previously existing side bank slope,
or shall conform generally to the existing upstream and/or downstream stable
portions of the ditch banks.
Silt dipping projects shall be accomplished from one side of the ditch bank only. The contractor may move to the other side, but shall not disturb both banks along the same portion of the ditch. The embankments and channel shall be repaired and all disturbed areas (except ditch bottom or normal flow line) shall be seeded and mulched in accordance with NRCS recommended practices.
“Over-excavation” of the ditch
bottom or excavation which extends below the normal, pre-existing, or planned
flow line shall be only for the installation of “silt traps” at the direction
or determination of the Surveyor; and in no case shall such “silt traps” be
excavated greater than two (2) feet deeper than the normal flow line, nor shall
any one “silt trap” exceed twenty (20) feet in horizontal length, nor shall any
two “silt traps” be placed closer together than six hundred sixty (660) feet.
All work in this category shall be accomplished by September 15th and shall include seeding and mulching as directed by the County Surveyor. Seed mixtures will include grasses, legumes and other seed appropriate to the site and as listed in the specifications for the jobs or as specified by the USDA, NRCS or per the Vanderburgh County Surveyor’s direction.
Invitations
to perform work described in Special Provisions Category Five include:
1. POND
FLAT MAIN*
*Pond Flat Main will be done when
the Corps of Engineers and Indiana Department of Natural Resources approve
plans.
See SP-200 for details of Work
Areas, Bid Schedules, and other bidding information related to Category Five.
Removing specific obstructions
such as beaver dams, large fallen trees, waste concrete and/or other improperly
discarded construction materials, old pipes, bridges, or other ditch crossings,
log jams, flood debris, or other items which may be designated as
“obstructions” by the Surveyor during the course of the work year.
This category also allows the
Bidder to designate certain work which obviously needs to be done, but for
which work the Bidder either was not asked to bid, does not normally
accomplish, does not have the equipment to accomplish, etc.; but which work the
Bidder decides to offer a bid price, or the Surveyor decides to ask for a bid
price because the need for the work was discovered during an inspection of the
work site.
Work found to be needed after a
windstorm, beaver invasion, flood, or other natural or man-made causes are
examples of Category Six work.
All bids submitted for Category
Six work must be very specific as to how the work will be accomplished, what
equipment will be used, how and where the debris and waste material will be
disposed, how the work site will be left, etc.; and the names of subcontractor,
if any, must be listed with the bid.
The
invitation to submit bids to perform work described in Special Provisions
Category Six covers the following:
1. ESU S
1/2 – Portion - Crawford Brandeis, Hirsch & Wabash Erie Canal*
*This project will be done when
the Corps of Engineers and Indiana Department of Natural Resources approve
plans.
See
Section SP-200 for bid schedule to submit bid for obstruction removal in
greater detail.
Category “X” covers very specific
additional maintenance as described per individual drain within the Special
Provisions.
Most of Category “X” work is
specialized work which may be needed only once in a great while; or special
projects which require extensive additional specification.
Examples of Category “X” work
might be:
1) Installation of riprap or other
revetment treatment along a bank or end of a pipe culvert where erosion control
is required.
2) Installation of paved ditch
liners replacing old earthen channels.
3) Installation of a variety of
erosion control practices per Indiana Handbook on Erosion Control in Developing
Areas.
4) Installation of specially
designed check dam structures or other grade control or water elevation control
structures.
The invitation to submit bids to
perform work described in Special Provisions CATEGORY “X”: EXTRA OR ADDITIONAL WORK covers the
following:
NO
DITCHES INCLUDED IN CATEGORY “X” IN 2005.
See SP-200 for details of Work
Areas, Bid Schedules, and other bidding information related to Category “X”.
Category Eight covers the
application of approved dormant herbicides to the side banks and top banks of
drains in an appropriate and effective manner resulting in the eradication of
all undesirable vegetation. Coverage shall extend to five (5) feet from the top
of banks. Except for applications made to Aiken Ditch south of the levee and
Eagle Slough, which shall be twenty-five (25) feet from the top of banks in
non-residential, non-cropland areas.
The bidder must read
specifications, make the bid, and accomplish the work in accordance with all of
the conditions and requirements pertaining to herbicide handling, licensing,
permitting, insuring, recording in the log, and application dates as directed
in the General Specifications and Special Provisions for herbicide (spraying)
applications.
There will be no allowances made
for adverse weather and ditch conditions as in ditch bottom sterilization.
The determination of finished
work under Category Eight shall be made according to the required kill rate of
ninety (90) percent as described in the Standard Specifications, unless:
(a)
otherwise provided for in the Special Provisions Section, or;
(b) by
prior arrangement such as a bid statement attached to the Bid Form(s) with the authorization
of the Surveyor and approval by the Board.
The only other allowance which
may be made, and then only by prior agreement authorized by the Surveyor, is
that if the kill rate is achieved on one bank of the ditch but cannot be
achieved on the opposite bank due to conditions beyond the control of the
Contractor, the Surveyor may recommend payment of no more than fifty (50)
percent of the total payment that otherwise would have been due for that
particular stretch (footage) of ditch as measured along its centerline.
Payment for work described in
Category Eight shall be made only for the footage of the drain actually
physically treated in accordance with the specifications, conditions, and
requirements described and/or referenced above, and only at the rate per foot
as shown on the Bid Form(s) of the successful bidder (Contractor.)
The invitation to submit bids to
perform work described in Special Provisions Category Eight covers the
following drains:
1. AIKEN DITCH AS DESCRIBED
2. CYPRESS DALE MADDOX - PORTION
3. EAGLE SLOUGH
4. EAST SIDE URBAN NORTH HALF
5. EAST SIDE URBAN SOUTH HALF:
CRAWFORD BRANDEIS - PORTION, HIRSCH*, KELLY, NURRENBERN – PORTION, STOCKFLETH,
WABASH ERIE
6. EDMOND DITCH - PORTION
7. HENRY DITCH
8. KEIL DITCH
9. SONNTAG – STEVENS – PORTION
*Construction debris
See SP-200 for details of Work
Areas, Bid Schedules, and other bidding information related to dormant
spraying.
All payments to Contractors shall
be made only for approved completed work and only in accordance with all
applicable statutes, as well as with the following:
All work specified in Category
One through Category Five and Category Eight shall be bid on a “per foot” basis
unless otherwise specified in SECTION SP-200 “Bid Schedules”.
That is, the Bidder shall submit
a Bid for the work described at the per foot rate for which the Bidder is
willing to perform the work no matter how few or how many feet of the drain are
completed during the course of the work.
In every case there is a
designated minimum footage given in Section 200 for each drain or part thereof
for which a contract is anticipated to be let in this year. No Contractor will be obligated to mobilize
to treat less than the minimum footage shown for each drain or part of a drain
as specified in SP-200.
After determining the per foot
bid price, the Bidder must enter the per foot price in the appropriate blank on
the Bid Schedule and on Bid Form 96.
The Bidder then must multiply the
per foot price times the number of feet specified to be treated under to
determine the Total Sum of the Bid for each category of work.
The sum(s) must be shown on the
Bid Schedule(s) and on Bid Form(s) 96
Example:
Blackwater Ditch: Category Two: 1000 L.F. Broadleaf Herbicide Application
$0.749 per foot X
1,000.00 linear feet = $749.00 Total Bid
Except where specifically noted,
bids submitted for Category Six shall be given as a “Lump Sum” reflecting the
total amount for which the Bidder is willing to accomplish described work; for
example:
Hawk
Slough: Category Six: Remove Beaver Dam 1320’ west of Vicks Road:
$250.00 Lump Sum
Due to the special nature of the
work designated under Category “X” the Bids shall be submitted exactly as
specified by the description of the work and exactly as called for on the
designated Bid Schedule attached for use by the Bidder.
The Board shall determine the
successful Bidder after opening and examining the bids, hearing the advise of
the Board’s council, and receiving the recommendation of the Surveyor with
regard to the bids.
Awards of contracts for the
completion of work may be made to one or more Bidders or Contractors on a
single drain based upon the specifications and descriptions of work herein, the
recommendation of the Surveyor with regard to bid price(s), qualifications of
the bidder(s), and other criteria and considerations as allowed by statute.
For example, the Surveyor may
recommend that on a single drain there be one mowing contractor, and a
different contractor to spray herbicides.
Or the Surveyor may determine
that all the bids submitted on a particular drain exceed the available funds;
and that only half the drain will be treated in a given year; or that it will
be mowed only once; or that it will be sprayed but not mowed; or any other
appropriate decision based upon funds, needs, and other criteria.
In all cases, the determinations
and decisions of the Surveyor will be made based upon sound judgment in
accordance with needs and funds and shall be reported to the Board whenever and
however is appropriate.
All payments of all claims for
work shall be made in accordance with the prices shown on the successful Bid
and in the awarded Contract, in accordance with applicable statutes of the
State of Indiana, and in accordance with the following:
SP-107.01: Payment of claims shall be made only for
services rendered and work completed.
No payment shall be made for footage not treated nor for unfinished work
regardless of the reason the work was not accomplished, except that:
Partial payment for partially
completed work (whether bid per foot or bid as a lump sum) may be paid only if
determined appropriate by the Surveyor and the Board; and only in an amount
equal to the percentage of work completed or the actual footage completed.
SP-107.02: Payment of claims will be made only after
the Surveyor or his designated representative(s) has/have visited and inspected
the work site, approved the work, and reported approval to the Board.
The Bidder must be qualified to
perform the work on which the Bidder submits a bid; and the qualification of
the Bidder shall be by virtue of licensing, experience, equipment ownership or
leasing, and other specifics either given herein, appended hereto, or generally
understood and accepted by the industry of which the work is a part.
If the Bidder does not enter a
bid under a particular category listed on the Bid Schedule for a drain listed
in the Special Provisions, the lack of an entry in that category shall indicate
that the Bidder either is not interested in that particular category of work,
or that the Bidder is not qualified to perform that category of work.
If the Bidder enters a bid under
a particular category listed on the Bid Schedule for a drain, the entry of a
bid in that category shall indicate that the Bidder is qualified to perform the
work described by virtue of licensing, experience, equipment ownership or
lease, skill of the Bidder’s work force, and other qualifications necessary to
perform the work adequately.
A bidder who is discovered or
determined to be not qualified to perform work for which the bidder submitted a
bid shall be subject to be disregarded for all work specified under these
General Specifications and Special Provisions.
Any Bidder who specifies a
subcontractor who is discovered or determined to be not qualified to perform
the work also shall be subject to be disregarded for work specified under these
General Specifications and Special Provisions.
PAST PERFORMANCE: THE
PAST PERFORMANCE OF A BIDDER WILL BE CONSIDERED WITH REGARD TO QUALITY OF WORK
COMPLETED BY A CONTRACTOR FOR SAME OR SIMILAR WORK, AND WITH REGARD TO HISTORY
OF DEPENDABILITY TO PERFORM WORK IN CONFORMANCE WITH SPECIFICATIONS.
The Surveyor requires and the
Spraying Contractors shall guarantee a kill percentage on ninety (90) percent
of targeted vegetation unless otherwise specified in these Special Provisions
or as specifically noted in the Contract.
The Contractor must control the following prohibited noxious weeds if they are found within the trapezoidal channel between the ditch banks, or within the areas up to five (5) feet from the tops of the ditch banks:
Canada Thistle
Field Bindweed
Hoary Cress
Johnson Grass
Perennial Sowthistle
The responsibility and the costs of
any additional applications (re-spraying) of herbicides required to achieve the
designated kill rate shall be the Contractor’s responsibility and at the
Contractor’s cost; and such additional applications shall continue until the
designated kill rate is achieved.
The General Specifications hereby
are made a part of the Special Provisions, and the Special Provisions are made
a part of the General Specifications.
The conditions and the
requirements of the General Specifications must be met by the Contractors
performing work on drains covered by the Special Provisions except where such
conditions and requirements are in direct conflict, in which case the decision
and determination of the Surveyor shall prevail
The conditions and requirements
of the Special Provisions are additional to the General Specifications.
Any questions or corrections the
Bidder may have or may offer regarding the General Specifications, Special
Provisions, or material and attachments thereto must be made prior to
submitting a bid, or the Board and the Surveyor shall assume that the Bid is
made with the understanding that the Bidder shall abide solely according the
General Specifications, Special Provisions, and the determinations of the
Surveyor and the Board.
If there is a question by the Bidder
or the Contractor as to the intended interpretations or expressed requirements
of the General Specifications, Special Provisions, State Statutes, or any other
written or verbal directives, the Bidder must ask the Surveyor prior to
submitting a bid, and the Contractor must ask prior to performing the Work.