HomeMy WebLinkAboutHighway - Type II Micro-SurfacePROPOSAL FORM
DATE:
NAME OF BIDDER:
TO:
SOUTHOLD TOWN BOARD
TOWN HALL - 53095 MAIN ROAD
SOUTHOLD, NEW YORK 11971
MEMBERS OF THE BOARD:
The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal
as principals are named below; that this proposal is made without any connection, directly or indirectly with
any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no
person acting for or employed by the aforementioned owner is or will be interested directly or indirectly, in the
performance of the contract, or the supplies relating to it, or in any portion of the profit thereof; that he has
carefully examined all project requirements, including bidding requirements, contract, general and special
conditions, specifications, and addenda, if any (Note: acknowledgment of addenda and their dates must be
included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed
work, and by such other means as he may have chosen, as to the conditions and requirements of the work;
and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not
provided by the Town (See Specifications) and to perform all the work required to construct, perform and
complete the specified work; and that he will start the work as directed by the Town, he will accept, in full
payment thereof as listed below:
BID ON TYPE "Il" MICRO-SURFACING OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED
ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE
REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF:
TYPE "11" MICRO-SURFACING
(written in words) Per Sq. Yd.
(written in nup~bers) Per Sq. Yd.
TRUING & LEVELING (Type 5 - Shim)
(written in words) Per Ton
(wfiffen in numbers) Per Ton
And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fail or
neglect to enter into a Contract pursuant to such proposal and to the requirements of the Town, shall have
been deposited in the mail addressed to him at the address given in the proposal, that he shall be considered
to have abandoned the contract.
We the undersigned, further agree that this proposal shall be reviewed by the Town to correct any deficiencies
in the proposed scope of work and, if no corrections are necessa~, further agree that this proposal is a formal
bid and shall remain in effect for a period of forty-five (45) days, the Town will accept or reject this proposal
or by mutual agreement may extend this time period /
Signature of Bidder:
Business Address:
Telephone Number:
474.-o° 7 ?o
Date: ,3""~ / *'7 - 4) ~ Page 1 of 7
POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT
"TYPE I1" MICRO-SURFACING
1. DESCRIPTION:
Bids are requested for the purchase and application of a Polymer Modified Asphalt
Pavement Course to fill ruts or provide a wearing course for the existing pavement. The
paving material shall be "Macroseal" or approved equal. The surface shall provide a
dense smooth topping free of ravels and blemishes. It shall fill minor depressions, cracks
and voids, and be non-bleeding. The mixture shall consist of a polymer modified cationic
asphalt emulsion, mineral aggregate, mineral and field control additives and water. The
mixture shall be properly proportioned, mixed and spread on the paved surface in
accordance with this specification and as directed by the engineer. The contractor shall
also be required to provide & place quantities of Schim Mix Asphalt ("Type 5") as needed
and directed by the Superintendent of Highways. The attention of the bidder is specifically
called to the fact that the quantities specified herein a~e considered an estimate only and
may not be the quantity of matedal that will actually be required by the Town for the
calendar year.
2. MATERIALS:
Emulsified Asphalt. The emulsified Asphalt shall be a quick-set polymer modified CSS-1H
emulsion and shall conform to the requirements specified in AASHTO M208 and ASTM
D2397. The polymer material shall be milled or blended into the asphalt or blended into
the emulsifier solution prior to the emulsification process. The Emulsified Asphalt shall be
produced by an approved materials manufacturing company capable of manufacturing a
Micro-Surfacing Emulsion (MSE) meeting the following requirements.
When tested, the Micro-Surfacing Emulsion (MSE) shall meet the requirements of
AASHTO M208 and ASTM D2397 for CSS-1H plus the following:
Test Quality Specification
AASHTO T59 Residue after 62% Min.
SDTM F244 Distillation
* The temperature for this test should be held below 280 F (138 C).
Tests on Residue
AASJTP T59
ASTM D36
AASHTO T49
ASTM D36
ASTM 2170
Softening Point
Penetration at
77°F (25°C)
Kenematic Vis
@ 275°F (135°C)
135°F (57°C) min.
40-90
650 cSFsec, min.
Each load of emulsified asphalt shall be accompanied with a certificate of
analysis/compliance to assure that it is the same as that used in the mix design.
Page 2 of 7
^ggregate. The Type II mineral aggregate shall be manufactured crushed stone, sand,
slag, crusher fines, or combination thereof. Smooth textured sand of less than 1.25%
water absorption, as tested by ASTM C128, shall not exceed 50% of the total combined
aggregate. The aggregate shall be clean and free from organic matter, dirt, dust, and other
deleterious substances.
When tested, the Type II aggregate shall meet the following
requirements.
Test Quality
Specification
AASHTO T176
ASTM D2419
Sand Equivalent
60 min.
AASHTO T104
ASTM C88
Soundness
15% max. using
NA2 SO4 or 25% max.
using MgSO4
AASHTO T96 Abrasion 30% max.
ASTM C131 Resistance
Abrasion tests shall be run on the aggregate before it is crushed.
All aggregate shall meet New York State approved polishing values.
Grading. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 -
(ASTM C117), the target mix design or aggregate gradation shall meet the following:
Type II Aggregate
Sieve Size Percent Passing
Sieve Size Percent Passing
3/8" 100 # 30
30 - 50 (+/- 5%)
# 4 90 - 100 (+/- 5%) # 50
18 - 30 (+/- 4%)
# 8 65-90 (+/-5%)
#100 10 - 21 (+/- 3%)
# 16 45 - 70 (+/- 5%) #200 5 - 15 (+/- 2%)
Water. The water shall be potable and shall be free of harmful soluble salts.
Polymer Modifier. The Polymer Modifier shall be milled into the asphalt emulsion. The
emulsified asphalt shall be so formulated that when the paving mixture is applied at a
thickness of one (1) inch with the relative humidity at not more than 50 % and the ambient
air temperature of at least 75 degrees F., the material will cure sufficiently so that rolling
traffic can be allowed in one (1) hour with no damage to the surface, as verified by the
engineer.
Page 3 of 7
Mineral Filler. The mineral filler shall be any recognized brand of nonairentrained portland
cement or hydrated lime that is free from lumps. The type and amount of mineral filler
needed shall be determined by laboratory mix design and will be considered as part of the
mineral gradation requirement. An increase or decrease of less than one percent may be
permitted when the Micro-Surfacing is being placed if it is found to be necessary for better
consistency or set times.
3. GENERAL REQUIREMENTS:
Truing & Leveling with Bituminous Asphalt Concrete. The pavement shall be equal to
NYSDOT-Type 5 Shim and shall be applied at the discretion of the Highway
Superintendent. Bituminous pavers shall be self-powered units, provided with an activated
screed or strike-off assembly. The machine shall be capable of spreading and finishing
courses of bituminous plant mix material in lane widths up to twelve (12') feet or thickness
up to four (4") inches as may be specified by the Highway Superintendent. All existing
pavement surfaces where Schim Mix Asphalt Concrete work is required shall be fog sealed
with RC 250 at 0.10 gallons per Square Yard prior to placement of pavement. After
placement, the Asphalt Concrete Material shall be thoroughly and uniformly compacted
with an approved vibrator type or static steel wheel roller conforming to section 401-3,12
of the NYSDOT construction manual to obtain a thoroughly compacted pavement.
Mix Design. Before the work commences, the contractor shall submit a signed mix design
report covering the specific materials to be used on the project. This design shall be
performed by the emulsion producer. Once the materials are approved, no substitutions
will be permitted unless first tested and approved by the emulsion producer and the
engineer.
The materials manufacturer shall develop the job mix design and present certified test
results for the engineer's approval. Compatibility of the aggregate and the emulsion shall
be verified by the mix design. The job mix formula shall prov!de a minimum Marshall
stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM
1559 or AASHTO 2450 procedure. All component materials used in the mix design shall
be representative of the materials proposed by the contractor for use on the project.
Specifications. The engineer shall approve the 'design mix and all Micro-Surfacing
materials and methods prior to use. The component materials shall be within the following
limits.
Residual Asphalt
Mineral Additive
Polymer Based Modifier
Field Control Additive
Water
- 5% .to 9% by dry weight of aggregate
- 0.5% to 3% by dry weight of aggregate
- minimum 3% solids based on bitumen weight content
- As needed to provide specified properties
- As needed to provide proper consistency
Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all
times so as to provide an application rate of 22 - 27 # Per Square Yard.
Page 4 of 7
Equipment. All equipment, tools and machines used in the performance of this work shall
be maintained in satisfactory working order at all times. Descriptive information of the
mixing and application equipment to be used shall be submitted for approval not less than
10 days before work starts.
(a.) Mixing Equipment - The material shall be mixed by a mixing machine which shall be
a continuous-flow mixing unit able to accurately deliver and proportion the aggregate,
emulsified asphalt, mineral filler, field control additive and water to a revolving multi-blade
mixer and discharge the thoroughly mixed product on a continuous basis. The machine
shall have sufficient storage capacity for aggregate, emulsified asphalt, mineral filler, field
control additive and water, to maintain an adequate supply to the proportioning controls.
(b.) Proportioning Devices - Individual volume or weight controls for proportioning each
material to be added to the mix shall be provided. Each material control device shall be
so calibrated and properly marked. They shall be accessible for ready calibration and to
be equipped with a revolution counter or similar device so that the engineer may determine
the amount of each material used at any time.
(c.) Emulsion Pump - The emulsion pump shall be a heated positive displacement type.
(d.) Spreading Equipment - The paving mixture shall be spread uniformly by means of
a mechanical type squeegee box, equipped with paddles to agitate and spread the
materials throughout the box. The equipment shall provide sufficient turbulence to prevent
the mix from setting in the box or causing excessive side build-up or lumps. Flexible seals
shall be in contact with the road surface to prevent loss of mixture from the box. The rear
seal shall act as a final stdke off and shall be adjustable. The contractor shall operate the
spreading equipment in such a manner to prevent the loss of the mixture on super-elevated
curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave
a uniform skid-resistant surface without causing skips, lumps or tears in the finished
surface.
(e.) Auxiliary Equipment - Other tools or equipment such as brushes, hand squeegees,
hose equipment, tank truck water distributors and flushers, power blowers, barricades, etc.,
shall be provided as required..
Machine Calibration. Each mixing unit to be used in the performance of the work shall be
calibrated in the presence of the engineer prior to construction, or previous calibration
documentation covering the exact materials to be used may be acceptable provided they
were made during the current calendar year.
Weather Limitations. The material shall be spread only when:
1. The road surface and atmospheric temperatures are at least 45 degrees F. and
rising.
2. The weather is not foggy or rainy.
3. There is no forecast of temperatures below 32 degrees F. within 48 hours from the
time of placement of the mixture.
Page 5 of 7
Surface Preparations. The area to be surfaced shall be thoroughly cleaned of vegetation,
loose aggregate, dirt, grease, oil or any type of objectionable surface film. Manholes, valve
boxes and other service entrances shall be protected from the surfacing material.
Stockpiles. Precautions shall be taken to insure that stockpiles do not become
contaminated. Stockpiles shall be kept in areas that drain readily.
Application. The surface shall be pre-wetted by fogging ahead of the spreader box. The
entire surface should be damp with no apparent flowing water in front of the box. The
surfacing mixture shall be of the desired consistency upon leaving the mixer and no
additional materials should be added. A sufficient amount of material shall be carried in
all parts of the spreader at all times so that a complete coverage is obtained. Overloading
of the spreader box should be avoided. No lumping, bailing, or unmixed aggregate shall
be permitted. No streaks, such as those caused by oversized aggregate, will be left in the
finished surface. If excess oversize develops, the job will be stopped until the contractor
proves to the engineer that the situation has been corrected. No excess build-up,
uncovered areas or unsightly appearances shall be permitted on longitudinal or transverse
joints. The contractor shall provide suitable width spreading equipment to produce a
minimum number of joints. The finished surface shall present a uniform and skid resistant
texture satisfactory to the engineer. Areas which cannot be reached with the mixing
machine shall be surfaced using hand squeegees to provide complete and uniform
coverage. The area to be hand-worked shall be lightly dampened prior to the mix
placement. Care shall be exercised to leave no unsightly appearance from hand-work.
Quality Control. Tl'{e contractor shall be responsible for any and all fees relating to
materials testing. The contractor will permit the engineer to take samples of the aggregate
and asphalt emulsion to be used in the project at the engineers discretion. Gradation and
sand equivalent tests may be run on the aggregate and residual asphalt tests on the
emulsion. Test results will be compared to the specifications. Samples of the mixture
could be taken as often as two (2) times each day. Consistency and residual asphalt
content tests may be made on the samples and compared to the specifications. The
contractor will be notified immediately if any tests fails to meet the specifications.
If any two successive tests on the material fail, the job shall be stopped, if any two
successive tests on the mix from the same machine fail, the use of that machine will be
suspended.
Traffic Maintenance. The contractor shall be responsible for providing maintenance and
protection of vehicular and pedestrian traffic associated with this work. Opening to traffic
does not constitute acceptance of the work.
Method of Payment. The quantity to be paid for under this item shall be the number of
square yards of pavement covered in accordance with the specification.
Page 6 of 7
Qualifications. The contractor shall have or be associated with a company that has a
minimum of three years experience in the application of micro-surfacing material. In order
to insure the efficient application of the product, the contractor must own or show the ability
to rent and maintain a minimum of two mixing units capable of meeting the minimum
requirements set forth in these specifications.
Submittals. The contractor shall be required to submit the following information with his
bid:
2.
3.
4.
A letter of availability from the intended MSE supplier.
A certified mix design from the materials manufacturer.
A typical analysis of Macroseal Emulsion or approved equal.
A list of at least (5) micro-surfacing projects which used the same emulsion and
design mix indicated in the bid documents. These projects must have been
completed within the last three years and the list must include the locations, amount
of square yards applied and a reference name and telephone number.
.* Note: Any and all exceptions or substitutions to the specifications contained herein must
be listed seperatly and included within the contractors formal bid proposal.
END OF SPECIFICATION:
Page 7 of 7
NON-COLLUSIVE BID CERTIFICATE
The undersigned bidder certifies that this bid has been arrived at by the bidder
independently and has been submitted without collusion with any other vendor of
materials, supplies or equipment of the type described in the invitation for bids, and the
contents of this bid have not been communicated by the bidder, nor, to its best knowledge
and belief, by any of its employees or agents, to any pemon not an employee or agent of
the bidder or its surety on any bond furnished herewith prior to the official opening of the
bid.
(Corporate Title)
(if any)
(Comp any~....~,
Bid on 2001 Road Treatment
Item #8 Type II Micro-"Re-Surfacing
RESOLUTION
MAY 22, 2001 V - 402
RESOLVED that the Town Board of the Town of Southold hereby accepts the Bid of Thomas
H. Gannon & Sons, Inc. for the application of Polymer Modified Emulsified Asphalt
Pavement, Type II Micro-Surfacim, within the Town of Southold, all in accordance with the
bid specifications, and as follows:
Type "II" Micro-Surfacing
Truing & Leveling (Type 5 - Shim)
$1.17 per sq. yd.
$65.00 per ton
PROPOSAL FORM
DATE:
NAME OF BIDDER:
TO:
SOUTHOLD TOWN BOARD
TOWN HALL - 53095 MAIN ROAD
SOUTHOLD, NEWYORK 11971
MEMBERS Of THE BOARD:
The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal
as principals are named below;, that this proposal is made without any connection, directly or indirectly with
any other bidder for the same work; that it js in all respects fair and without collusion or fraud, and that no
person acting for or employed by the aforementioned owner is or will be interested directly or indirectly, in the
performance of the contract, or th~' supplies relating to it, or in any portion of the profit thereof; that he has
carefully examined all project requirements, including bidding requirements, contract, general and special
conditions, specifications, and addenda, if any (Note: acknowledgment of addenda and their dates must be
included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed
work, and by such other means as he may have chosen, as to the conditions and requirements of the work;
and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not
provided by the Town (See Specifications) and to perform all the work required to construct, perform and
complete the specified work; and that he will start the work as directed by the Town, he will accept, in full
payment thereof as listed below:
BID ON TYPE "11" MICRO-SURFACING OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED
ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE
REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF:
TYPE "11" MICRO-SURFACING
(written in words) Per Sq. Yd.
(wfl~en in numbers) Per Sq. Yd.
TRUING & LEVELING (Type 5 - Shim)
(written in words) Per Ton
(wdffen in numbers) Per Ton
And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fail or
neglect to enter into a Contract pursuant to such proposal and to the requirements of the Town, shall have
been deposited in the mail addressed to him at the address given in the proposal, that he shall be considered
to have abandoned the contract.
We the undersigned, further agree that this proposal shall be reviewed by the Town to correct any deficiencies
in the proposed scope of work and, if no corrections are necessary, further agree that this proposal is a formal
bid and shall remain in effect for a period of forty-five (45) days, the Town will accept or reject this proposal
or by mutual agreement ma~ time e~~.~,
Signature of Bidder:
Business Address:
/
Telephone Number:
Date: ,-q'"' / '7 -4) I Page 1 of 7
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 402 OF 2001
WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD
ON MAY 22, 2001:
RESOLVED that the Town Board of the Town of Southold hereby accepts the Bid of Thomas
H. Gannon & Sons, Inc. for the aoolication of Polymer Modified Emulsified Asohalt
Pavement, Tvoe II Micro-Surfacing within the Town of Southold, all in accordance with the
bid specifications, and as follows:
Type "II" Micro-Surfacing
Truing & Leveling (Type 5 - Shim)
$1.17 per sq. yd.
$65.00 per ton
Elizabeth A. Neville
Southold Town Clerk
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTRJ~I~ OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
BID OPENING
Road Treatment Item #8 - Tvoe II Micro-surfacing
Bid Opening 5/17/01 10:00 A.M.
One bid wasr¢c¢ivcd:
Thomas H. Gannon & Sons Inc.
P. O. Box 505
Middle Island, NY 11953
Bid attached
RAYMOND L. JACOBS
Superintendent
Highway Department
Town of Southold
Peconic Lane
P.O.Box 178
Peconic, New York 11958
Tel. (516) 765-3140
(516) 734-52li
Fax, (516) 765-1750
2001
SPECIFICATIONS
POLYMER MODIFIED
EMULSIFIED ASPHALT PAVEMENT
TYPE II
MICRO - SURFACING
NOTE: THE TOWN OF SOUTHOLD
WILL ALSO REQUIRE ,/- 30.000
SQUARE YARDS (more or less as
may be needed ) OF PAVEMENT TO
BE APPLIED ON FISHERS ISLAND.
THE CONTRACTOR SHALL BE
REQURIED TO NOTIFY EACH
RESIDENT AT LEAST 24 HOURS
PRIOR TO ANY WORK ON TOWN
ROADS. RESIDENTS MUST BE
RE-NOTIFIED AFTER DELAYS DUE
TO INCLEMENT WEATHER OR
JOB OPERATIONS.
Calendar Year
PROPOSAL FORM
DATE:
NAME OF BIDDER:
TO:
SOUTHOLD TOWN BOARD
TOWN HALL - 53095 MAIN ROAD
SOUTHOLD, NEWYORK 11971
MEMBERS OF THE BOARD:
The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal
as principals are named below; that this proposal is made without any connection, directly or indirectly with
any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no
person acting for or employed by the aforementioned owner is or will be interested directly or indirectly, in the
performance of the contract, or the supplies relating to it, or in any portion of the profit thereof; that he has
carefully examined all project requirements, including bidding requirements, contract, general and special
conditions, specifications, and addenda, if any (Note: acknowledgment of addenda and their dates must be
included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed
work, and by such other means as he may have chosen, as to the conditions and requirements of the work;
and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not
provided by the Town (See Specifications) and to perform all the work required to construct, perform and
complete the specified work; and that he will start the work as directed by the Town, he will accept, in full
payment thereof as listed below:
BID ON TYPE "11" MICRO-SURFACING OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED
ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE
REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF:
TYPE "Il" MICRO-SURFACING
TRUING & LEVELING (Type $ - Shim)
(written in words) Per Sq. Yd.
(written in words) Per Ton
(written in numbers) Per Sq. Yd.
(wdtten in numbers) Per Ton
And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fail or
neglect to enter into a Contract pursuant to such proposal and to the requirements of the Town, shall have
been deposited in the mail addressed to him at the address given in the proposal, that he shall be considered
to have abandoned the contract.
We the undersigned, further agree that this proposal shall be reviewed by the Town to correct any deficiencies
in the proposed scope of work and, if no corrections are necessary, further agree that this proposal is a formal
bid and shall remain in effect for a period of forty-five (45) days, the Town will accept or reject this proposal
or by mutual agreement may extend this time period.
Signature of Bidder:
Business Address:
Telephone Number:
Date:
Page I of 7
POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT
"TYPE I1" MICRO-SURFACING
1. DESCRIPTION:
Bids are requested for the purchase and application of a Polymer Modified Asphalt
Pavement Course to fill ruts or provide a wearing course for the existing pavement. The
paving material shall be "Macroseal" or approved equal. The surface shall provide a
dense smooth topping free of ravels and blemishes. It shall fill minor depressions, cracks
and voids, and be non-bleeding. The mixture shall consist of a polymer modified cationic
asphalt emulsion, mineral aggregate, mineral and field control additives and water. The
mixture shall be properly proportioned, mixed and spread on the paved surface in
accordance with this specification and as directed by the engineer. The contractor shall
also be required to provide & place quantities of Schim Mix Asphalt ("Type 5") as needed
and directed by the Superintendent of Highways. The attention of the bidder is specifically
called to the fact that the quantities specified herein a~'e considered an estimate only and
may not be the quantity of matedal that will actually be required by the Town for the
calendar year.
2. MATERIALS:
Emulsified Asphalt. The emulsified Asphalt shall be a quick-set polymer modified CSS-1H
emulsion and shall conform to the requirements specified in AASHTO M208 and ASTM
D2397. The polymer material shall be milled or blended into the asphalt or blended into
the emulsifier solution prior to the emulsification process. The Emulsified Asphalt shall be
produced by an approved materials manufacturing company capable of manufacturing a
Micro-Surfacing Emulsion (MSE) meeting the following requirements.
When tested, the Micro-Surfacing Emulsion (MSE) shall meet the requirements of
AASHTO M208 and ASTM D2397 for CSS-1H plus the following:
Test Quality Specification
AASHTO T59 Residue after 62% Min.
SDTM F244 Distillation
* The temperature for this test should be held below 280 F (138 C).
Tests on Residue
AASJTP T59
ASTM D36
AASHTO T49
ASTM D36
ASTM 2170
Softening Point
Penetration at
77°F (25°C)
Kenematic Vis
@ 275°F (135°C)
135°F (57°C) min.
40 - 90
650 cStJsec, min.
Each load of emulsified asphalt shall be accompanied with a certificate of
analysis/compliance to assure that it is the same as that used in the mix design.
Page 2 of 7
Aggregate. The Type II mineral aggregate shall be manufactured crushed stone, sand,
slag, crusher fines, or combination thereof. Smooth textured sand of less than 1.25%
water absorption, as tested by ASTM C128, shall not exceed 50% of the total combined
aggregate. The aggregate shall be clean and free from organic matter, dirt, dust, and other
deleterious substances.
When tested, the Type II aggregate shall meet the following
Test Quality
AASHTO T176
ASTM D2419
Sand Equivalent
AASHTO T104
ASTM C88
Soundness
Specification
60 min.
requirements.
15% max. using
NA~ SO4 or 25% max.
using MgSO4
AASHTO T96 Abrasion 30% max.
ASTM C 131 Resistance
Abrasion tests shall be run on the aggregate before it is crushed.
All aggregate shall meet New York State approved polishing values.
Grading. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 -
(ASTM C117), the target mix design or aggregate gradation shall meet the following:
Type II Aggregate
Sieve Size Percent Passing
Sieve Size Percent Passing
3/8" 100 # 30 30 - 50 (+/- 5%)
# 4 90 - 100 (+/- 5%) # 50 18 - 30 (+/- 4%)
# 8 65-90 (+~-5%) #100 10-21 (+/-3%)
# 16 45 - 70 (+/- 5%) #200 5 - 15 (+/- 2%)
Water. The water shall be potable and shall be free of harmful soluble salts.
Polymer Modifier. The Polymer Modifier shall be milled into the asphalt emulsion. The
emulsified asphalt shall be so formulated that when the paving mixture is applied at a
thickness of one (1) inch with the relative humidity at not more than 50 % and the ambient
air temperature of at least 75 degrees F., the material will cure sufficiently so that rolling
traffic can be allowed in one (1) hour with no damage to the surface, as verified by the
engineer.
Page 3 of 7
Mineral Filler. The mineral filler shall be any recognized brand of nonairentrained portland
cement or hydrated lime that is free from lumps. The type and amount of mineral filler
needed shall be determined by laboratory mix design and will be considered as part of the
mineral gradation requirement. An increase or decrease of less than one percent may be
permitted when the Micro-Surfacing is being placed if it is found to be necessary for better
consistency or set times.
3. GENERAL REQUIREMENTS:
Truing & Leveling with Bituminous Asphalt Concrete. The pavement shall be equal to
NYSDOT-Type 5 Shim and shall be applied at the discretion of the Highway
Superintendent. Bituminous pavers shall be self-powered units, provided with an activated
screed or strike-off assembly. The machine shall be capable of spreading and finishing
courses of bituminous plant mix material in lane widths up to twelve (12') feet or thickness
up to four (4") inches as may be specified by the Highway Superintendent. All existing
pavement surfaces where Schim Mix Asphalt Concrete work is required shall be fog sealed
with RC 250 at 0.10 gallons per Square Yard prior to placement of pavement. After
placement, the Asphalt Concrete Material shall be thoroughly and uniformly compacted
with an approved vibrator type or static steel wheel roller conforming to section 401-3.12
of the NYSDOT construction manual to obtain a thoroughly compacted pavement.
Mix Design. Before the work commences, the contractor shall submit a signed mix design
report covering the specific materials to be used on the project. This design shall be
performed by the emulsion producer. Once the materials are approved, no substitutions
will be permitted unless first tested and approved by the emulsion producer and the
engineer.
The materials manufacturer shall develop the job mix design and present certified test
results for the engineer's approval. Compatibility of the aggregate and the emulsion shall
be verified by the mix design. The job mix formula shall provide a minimum Marshall
stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM
1559 or AASHTO 2450 procedure. All component materials used in the mix design shall
be representative of the materials proposed by the contractor for use on the project.
Specifications. The engineer shall approve the 'design mix and all Micro-Surfacing
materials and methods prior to use. The component materials shall be within the following
limits.
Residual Asphalt
Mineral Additive
Polymer Based Modifier
Field Control Additive
Water
- 5% to 9% by dry weight of aggregate
- 0.5% to 3% by dry weight of aggregate
- minimum 3% solids based on bitumen weight content
- As needed to provide specified properties
- As needed to provide proper consistency
Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all
times so as to provide an application rate of 22 - 27 # Per Square Yard.
Page 4 of 7
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
BID OPENING
Road Treatment Item #8 - Tvoe II Micro-surfacing
Bid Opening 5/17/01 10:00 A.M.
One bid was received:
Thomas H. Gannon & Sons Inc.
P. O. Box 505
Middle Island, NY 11953
Bid attached
LEGAL NOTICE
NOTICE TO BIDDERS
NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the
General Municipal Law, that sealed bids are sought and requested for furnishing and
placing within the Town of Southold, the following road treatments:
1 .Oil and Sand
2. Oil and Stone
3. Liquid Asphalt
~: 4. Sand Mix (Type 5 Shim)
5. Type 6 Top
6. Emulsions and Stone
7. RC-250 Liquid Asphalt Oil & Recycled Stone.
ill~ 8. Type II Micro-surfacing
Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town
Hall, 53095 Main Road, Southold, New York 11971, Monday through Friday, 8:00 am to
4:00 pm
The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft, certified
check, or bid bond in the amount of 2% of the amount of the bid, will be received by the
Town Clerk of the Town of Southold at the Southold Town Hall, 53095 Main Road,
Southold, New York, until 10:00 A.M., Thursday, May 17, 2001, at which time they
will be opened and read aloud in public.
The Town Board of the Town of Southold reserves the right to reject any and all bids and
waive any and all informalities in any bid should it be deemed in the best interest of the
Town of Southold to do so.
All bids must be signed and sealed in envelopes plainly marked with the type of road
treatment being bid on, and submitted to the Office of the Town Clerk.
The bid price shall not include any tax, federal, state, or local, from which the Town of
Southold is exempt.
Dated: April 26, 2001.
ELIZABETH A. NEVILLE
SOUTHOLD TOWN CLERK
PLEASE PUBLISH ON MAY 3, 2001, AND FORWARD ONE (1) AFFIDAVIT OF
PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO
BOX 1179, SOUTHOLD, NY 11971
Copies to the following:
The Suffolk Times
Town Board Members
Town Attorney
Superintendent of Highways Jacobs
John Cushman, Comptroller
PROPOSAL FORM
DATE:
NAME OF BIDDER:
TO: SOUTHOLD TOWN BOARD
TOWN HALL - 53095 MAIN ROAD
SOUTHOLD, NEWYORK 11971
MEMBERS OF THE BOARD:
The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal
as principals are named below;, that this proposal is made without any connection, directly or indirectly with
any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no
person acting for or employed by the aforementJoned owner is or will be interested directly or indirectly, in the
performance of the contract, or th~ supplies relating to it, or in any portion of the profit thereof; that he has
carefully examined all project requirements, including bidding requirements, contract, general and special
conditions, specifications, and addenda, if any (Note: acknowledgment of addenda and their dates must be
included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed
work, and by such other means as he may have chosen, as to the conditions and requirements of the work;
and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not
provided by the Town (See Specifications) and to perform all the work required to construct, perform and
complete the specified work; and that he will start the work as directed by the Town, he will accept, in full
payment thereof as listed below:
BID ON TYPE "Ii" MICRO-SURFACING OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED
ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE
REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF:
TYPE "11" MICRO-SURFACING
'7
(wdtten in words) Per Sq. Yd.
(wriffen in nut,m) Per Sq.
TRUING & LEVELING (Type 5 - Shim)
(wdt~en in words) Per Ton
(wfiflen in numbers) Per Ton
And he further agrees that if this proposal shall be accepted by the 'l;own and that if he shall refuse, fail or
neglect to enter into a Contract pursuant to such proposal and to the requirements of the Town, shall have
been deposited in the mail addressed to him at the address given in the proposal, that he shall be considered
to have abandoned the contract.
We the undersigned, further agree that this proposal shall be reviewed by the Town to correct any deficiencies
in the proposed scope of work and, if no corrections are necessary, fudher agree that this proposal is a formal
bid and shall remain in effect for a period of forty-five (45) days, the Town will accept or reject this proposal
°r bY mutual agreement may extend this t ~er'i°d~/~_~
Signature of Bidder:
Business Address:
/ /
Telephone Number:
Date: ,3~-' / "7 -<0 t Page ~1 of 7
NON-COLLUSIVE BID CERTIFICATE
The undersigned bidder certifies that this bid has been arrived at by the bidder
independently and has been submitted without collusion with any other vendor of
materials, supplies or equipment of the type described in the invitation for bids, and the
contents of this bid have not been communicated by the bidder, nor, to its best knowledge
and belief, by any of its employees or agents, to any person not an employee or agent of
the bidder or its surety on any bond furnished herewith prior to the official opening of the
bid.
(Corporate Title) ·
(if any) ~rgf~ S , g~ ,~-
(Company
Bid on 2001 Road Treatment
Item #8 Type II Micro-"Re-Surfacing
Equipment. All equipment, tools and machines used in the performance of this work shall
be maintained in satisfactory working order at all times. Descriptive information of the
mixing and application equipment to be used shall be submitted for approval not less than
10 days before work starts.
(a.) Mixing Equipment - The material shall be mixed by a mixing machine which shall be
a continuous-flow mixing unit able to accurately deliver and proportion the aggregate,
emulsified asphalt, mineral filler, field control additive and water to a revolving multi-blade
mixer and discharge the thoroughly mixed product on a continuous basis. The machine
shall have sufficient storage capacity for aggregate, emulsified asphalt, mineral filler, field
control additive and water, to maintain an adequate supply to the proportioning controls.
(b.) Proportioning Devices - Individual volume or weight controls for proportioning each
material to be added to the mix shall be provided. Each material control device shall be
so calibrated and properly marked. They shall be accessible for ready calibration and to
be equipped with a revolution counter or similar device so that the engineer may determine
the amount of each material used at any time.
(c.) Emulsion Pump - The emulsion pump shall be a heated positive displacement type.
(d.) Spreading Equipment - The paving mixture shall be spread uniformly by means of
a mechanical type squeegee box, equipped with paddles to agitate and spread the
materials throughout the box. The equipment shall provide sufficient turbulence to prevent
the mix from setting in the box or causing excessive side build-up or lumps. Flexible seals
shall be in contact with the road surface to prevent loss of mixture from the box. The rear
seal shall act as a final strike off and shall be adjustable. The contractor shall operate the
spreading equipment in such a manner to prevent the loss of the mixture on super-elevated
curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave
a uniform skid-resistant surface without causing skips, lumps or tears in the finished
surface.
(e.) Auxiliary Equipment - Other tools or equipment such as brushes, hand squeegees,
hose equipment, tank truck water distributors and flushers, power blowers, barricades, etc.,
shall be provided as required..
Machine Calibration. Each mixing unit to be used in the performance of the work shall be
calibrated in the presence of the engineer prior to construction, or previous calibration
documentation covering the exact materials to be used may be acceptable provided they
were made during the current calendar year.
Weather Limitations. The material shall be spread only when:
1. The road surface and atmospheric temperatures are at least 45 degrees F. and
rising.
2. The weather is not foggy or rainy.
3. There is no forecast of temperatures below 32 degrees F. within 48 hours from the
time of placement of the mixture.
Page 5 of 7
Surface Preparations. The area to be surfaced shall be thoroughly cleaned of vegetation,
loose aggregate, dirt, grease, oil or any type of objectionable surface film. Manholes, valve
boxes and other service entrances shall be protected from the surfacing material.
Stockpiles. Precautions shall be taken to insure that stockpiles do not become
contaminated. Stockpiles shall be kept in areas that drain readily.
Application, The surface shall be pre-wetted by fogging ahead of the spreader box. The
entire surface should be damp with no apparent flowing water in front of the box. The
surfacing mixture shall be of the desired consistency upon leaving the mixer and no
additional materials should be added. A sufficient amount of material shall be carried in
all parts of the spreader at all times so that a complete coverage is obtained. Overloading
of the spreader box should be avoided. No lumping, bailing, or unmixed aggregate shall
be permitted. No streaks, such as those caused by oversized aggregate, will be left in the
finished surface. If excess oversize develops, the job will be stopped until the contractor
proves to the engineer that the situation has been corrected. No excess build-up,
uncovered areas or unsightly appearances shall be permitted on longitudinal or transverse
joints. The contractor shall provide suitable width spreading equipment to produce a
minimum number of joints. The finished surface shall present a uniform and skid resistant
texture satisfactory to the engineer. Areas which cannot be reached with the mixing
machine shall be surfaced using hand squeegees to provide complete and uniform
coverage. The area to be hand-worked shall be lightly dampened prior to the mix
placement. Care shall be exercised to leave no unsightly appearance from hand-work.
Quality Control. Tl'{e contractor shall be responsible for any and all fees relating to
materials testing. The contractor will permit the engineer to take samples of the aggregate
and asphalt emulsion to be used in the project at the engineers discretion. Gradation and
sand equivalent tests may be run on the aggregate and residual asphalt tests on the
emulsion. Test results will be compared to the specifications. Samples of the mixture
could be taken as often as two (2) times each day. Consistency and residual asphalt
content tests may be made on the samples and compared to the specifications. The
contractor will be notified immediately if any tests fails to meet the specifications.
If any two successive tests on the material fail, the job shall be stopped. If any two
successive tests on the mix from the same machine fail, the use of that machine will be
suspended.
Traffic Maintenance. The contractor shall be responsible for providing maintenance and
protection of vehicular and pedestrian traffic associated with this work. Opening to traffic
does not constitute acceptance of the work.
Method of Payment. The quantity to be paid for under this item shall be the number of
square yards of pavement covered in accordance with the specification.
Page 6 of 7
Qualifications. The contractor shall have or be associated with a company that has a
minimum of three years experience in the application of micro-surfacing material. In order
to insure the efficient application of the product, the contractor must own or show the ability
to rent and maintain a minimum of two mixing units capable of meeting the minimum
requirements set forth in these specifications.
Submittals. The contractor shall be required to submit the following information with his
bid:
2.
3.
4.
A letter of availability from the intended MSE supplier.
A certified mix design from the materials manufacturer.
A typical analysis of Macroseal Emulsion or approved equal.
A list of at least (5) micro-surfacing projects which used the same emulsion and
design mix indicated in the bid documents. These projects must have been
completed within the last three years and the list must include the locations, amount
of square yards applied and a reference name and telephone number.
* Note: Any and all exceptions or substitutions to the specifications contained herein must
be listed seperatly and included within the contractors formal bid proposal.
END OF SPECIFICATION:
Page 7 of 7
NON-COLLUSIVE BID CERTIFICATE
The undersigned bidder certifies that this bid has been arrived at by the bidder
independently and has been submitted without collusion with any other vendor of
materials, supplies or equipment of the type described in the invitation for bids, and the
contents of this bid have not been communicated by the bidder, nor, to its best knowledge
and belief, by any of its employees or agents, to any person not an employee or agent of
the bidder or its surety on any bond furnished herewith prior to the official opening of the
bid.
(Signed)
(Corporate Title)
(if any)
(Company
Name)
Bid on 2001 Road Treatment
Item #8 Type II Micro-"Re-Surfacing
30/04 '01 M0N 14:49 FA~ 51§ 7§5 6145
*** MULTi TX/RX REPORT ***
TX/RX NO
INCOMPLETE TX/RX
TRANSACTION OK
ERROR
2465
[* 15]2449576
[* 16118005243329
[* 17118882329941
[* 18118002582984
[* 32118009620544
Brown's Letters
Burrelle's Info
Data Construct
Dodge Reports
Construct. Info,
ELIZABETH A. NEVILLE
TOWN CLERK
REGiSTt%AR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Ha[t, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO:
FROM:
DATE:
RE:
FAX TRANSMITTAL
CONSTRUCTION INFO - 800 962-0544
DODGE REPORTS 293-5456
BROWNS'S LETTERS 244-9576
BURRELLE'S INFO - 800 524-3329
DATA CONSTRUCTION 888 232-9941
BETTY NEVILLE, Southold Town Clerk Tele. 631 765-1800; fax 765-6145
April 30, 2001
"BIDS" ADVERTISEMENT/PUBLICATION
Number of Pages (including cover): 2
If total transm/ttal is not received, please call 631 765-1800.
COMMENTS:
PLEASE ADVERTISE TH~ FOLLOWING BID AT YOU EARLIEST CONVENIENCE
Bid Opening Date: 10:00 A.M., Thursday, MaY 17, 2001
Please acknowledge receipt of this information by signing below and returning a faxed copy to
me at 631 765-6145, attention: Betty Neville.
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
OFFICE OF THE TOW~q CLERK
TOWN OF SOUTHOLD
TO:
FROM:
DATE:
RE:
FAX TRANSMITTAL
CONSTRUCTION INFO - 800 962-0544
DODGE REPORTS 293-5456
BROWNS'S LETTERS 244-9576
BURRELLE'S INFO - 800 524-3329
DATA CONSTRUCTION 888 232-9941
BETTY NEVILLE, Southold Town Clerk Tele. 631 765-1800; fax 765-6145
Aori130, 2001
"BIDS" ADVERTISEMENT/PUBLICATION
Number of Pages (including cover): 2
If total transmittal is not received, please call 631 765-1800.
COMMENTS:
PLEASE ADVERTISE THE FOLLOWING BID AT YOU EARLIEST CONVENIENCE
Bid Opening Date: 10:00 A.M., Thursday, May 17, 2001
Please acknowledge receipt of this information by signing below and returning a faxed copy to
me at 631 765-6145, attention: Betty Neville.
Thank you.
Received by Date
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 306 OF 2001
WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD
ON APRIL 26, 2001:
RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Town
Clerk Elizabeth Neville to advertise for bids for the followine road surface treatments for the
year 2001 for the Superintendent of Highways:
1. Oil and Sand
2. Oil and Stone
3. Liquid Asphalt
4. Sand Mix (type 5 Shim)
5. Type 6 Top
6. Emulsions and Stone
7. RC-250 Liquid Asphalt Oil & Recycled Stone
8. Type II Micro-Surfacing
Elizabeth A. Neville
Southold Town Clerk
RESOLUTION
APRIL 26, 2001
V - 306
RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Town
Clerk Elizabeth Neville to advertise for bids for the followin~ road surface treatments for the
year 2001 for the Superintendent of Highways:
1. Oil and Sand
2. Oil and Stone
3. Liquid Asphalt
4. Sand Mix (type 5 Shim)
5. Type 6 Top
6. Emulsions and Stone
7. RC-250 Liquid Asphalt Oil & Recycled Stone
8. Type II Micro-Surfacing
Highway Department
Town of Southold
275 Peconic Lane, P.O. Box 178'
Peconic, 11958
RAYMOND L. JACOBS
Superintendent
Tel. (631) 765-3140
(631) 734-5211
Fax. (631) 765-1750
RESOLUTION BY:
SECONDED BY:
RESOLVED: THAT the Town Board of the Town of
Southold hereby authorizes the Town Clerk to adverti~~for
the Superintendent of Highways, Raymond L. Jacobs,~ fo~the
purchase of the following ROAD RESURFACING TREATMENTS:
1. OIL AND SAND
2. OIL AND STONE
3. LIQUID ASPHALT
4. SAND MIX (TYPE $ SHIM)
5. TYPE 6 TOP
6. EMULSIONS AND STONE
7. RC-250 LIQUID ASPHALT OIL & RECYCLED STONE
8. TYPE H MICRO-SURFACING
VOTE OF THE TOWN BOARD
Supervisor Jean W. Cochran
Councilman William D. Moore
Councilman Craig A. Richter
Councilman John M. Romaneili
Councilman Brian G. Murphy
Justice Louisa P. Evans
(Yes) (No)
(Yes) (No
(Yes) (No)
(Yes) (No)
(Yes) (No)
(Yes) (No)
Dated: April 10, 2001
Town Clerk, Town of Southold
30/04
'01M0N 14:38 FAX 516 765 6145
*** TX REPORT ***
TRANSMISSION OK
TX/RX NO
CONNECTION TEL
CONNECTION ID
ST, TIME
USAGE T
PGS, SENT
RESULT
2463
2983287
Suffolk Times
30/04 14:36
02'05
6
OK
ELIZABETH A. NEVILLE
T OVlaW CLERK
REGISTRA~ OF VITAL STATISTICS
iViARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORM_~TION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765.1800
OFFICE OF TIlE TOWN CLEHI~
TOWN OF SOUTHOLD
FAX TRANSMITTAL
TO:
FROM:
DATE:
RE: LEGAL NOTICES
Number of pages being faxed 6~
SUFFOLK TIMES - ATTENTION: CHRISTINA WEBER
LYNDA M. BOHIN
4/30/2001
including cover page
If total transmittal is not received, please call 631 76~-1800.
fax 631 765-6145
THREE (3) Public Hearing Notices:
Park District Bond
Community Development Block Grant
One Way Streets
ONE (1) Notice to Bidders: Road Treatments
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTKAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
FAX TRANSMITTAL
TO:
FROM: LYNDA M. BOHN
DATE: 4/30/2001
RE: LEGAL NOTICES
Number of pages being faxed 6
SUFFOLK TIMES - ATTENTION: CHRISTINA WEBER
__ including cover page
If total transmittal is not received, please call 631 765-1800.
fax 631 765-6145
THREE (3) Public Hearing Notices:
Park District Bond
Community Development Block Grant
One Way Streets
ONE (1) Notice to Bidders: Road Treatments
STATE OF NEW YORK )
SS:
COUNTY OF SUFFOLK)
ELIZABETH A. NEVILLE, Town Clerk of the Town of Southold, New York being
duly sworn, says that on the 30th day of Aoril ,2001, she affixed a notice
of which the annexed printed notice is a tree copy, in a proper and substantial manner, in
a most public place in the Town of Southold, Suffolk County, New York, to wit: Town
Clerk's Bulletin Board, 53095 Main Road, Southold, New York.
Road Treatment Bid
C~Elizabeth A. Nevi{le
Southold Town Clerk
Sworn before me this
~C)~O' day of (~ ~-LJL
,2001.
LYNDA M. BOHN
NOTARY PUBLIC, State o! New York
No. 01 B06020932
Ouallfied in Suffolk County.
Term Expires March 8, 20 ~
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 306 OF 2001
WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD
ON APRIL 26, 2001:
RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Town
Clerk Elizabeth Neville to advertise for bids for the followin~ road surface treatments for the
year 2001 for the Superintendent of Highways:
1. Oil and Sand
2. Oil and Stone
3. Liquid Asphalt
4. Sand Mix (type 5 Shim)
5. Type 6 Top
6. Emulsions and Stone
7. RC-250 Liquid Asphalt Oil & Recycled Stone
8. Type II Micro-Surfacing
Elizabeth A. Neville
Southold Town Clerk
LEGAL NOTICE
NOTICE TO BIDDERS
NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the
Ganeral Municipal Law, that sealed bids are sought and requested for furnishing and
placing within the Town of Southold, the following road treatments:
1 .Oil and Sand'
2. Oil and Stone
3. Liquid Asphalt
4. Sand Mix (Type 5 Shim)
5. Type 6 Top
6. Emulsions and Stone
7. RC-250 Liquid Asphalt Oil & Recycled Stone.
8. Type II Micro-surfacing
Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town
Hall, 53095 Main Road, Southold, New York 11971, Monday through Friday, 8:00 am to
4:00 pm
The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft, certified
check, or bid bond in the amount of 2% of the amount of the bid, will be received by the
Town Clerk of the Town of Southold at the Southold Town Hall, 53095 Main Road,
Southold, New York, until 10:00 A.M., Thursday, May 177 2001, at which time they
will be opened and read aloud in public.
The Town Board of the Town of Southold reserves the right to reject any and all bids and
waive any and all informalities in any bid should it be deemed in the best interest of the
Town of Southold to do so.
All bids must be signed and sealed in envelopes plainly marked with the type of road
treatment being bid on, and submitted to the Office of the Town Clerk.
The bid price shall not include any tax, federal, state, or local, from which the Town of
Southold is exempt.
Dated: April 26, 2001.
ELIZABETH A. NEVILLE
SOUTHOLD TOWN CLERK
PLEASE PUBLISH ON MAY 3, 2001, AND FORWARD ONE (1) AFFIDAVIT OF
PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO
BOX 1179, SOUTHOLD, NY 11971
Copies to the following:
The Suffolk Times
Town Board Members
Town Attorney
Superintendent of Highways Jacobs
John Cushman, Comptroller
Dodge Reports
Brown's Letters
Burrelle's Information Services
Construction Data
Town Clerk's Bulletin Board
LEGAL NOTICE
NOTICE TO BIDDERS
NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the
General Municipal Law, that sealed bids are sought and requested for furnishing and
placing within the Town of Southold, the following road treatments:
1 .Oil and Sand
2. Oil and Stone
3. Liquid Asphalt
4. Sand Mix (Type 5 Shim)
5. Type 6 Top
6. Emulsions and Stone
7. RC-250 Liquid Asphalt Oil & Recycled Stone.
8. Type II Micro-surfacing
Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town
Hall, 53095 Main Road, Southold, New York 11971, Monday through Friday, 8:00 am to
4:00 pm
The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft, certified
check, or bid bond in the amount of 2% of the amount of the bid, will be received by the
Town Clerk of the Town of Southold at the Southold Town Hall, 53095 Main Road,
Southold, New York, until 10:00 A.M., Thursday, May 17, 2001, at which time they
will be opened and read aloud in public.
The Town Board of the Town of Southold reserves the right to reject any and all bids and
waive any and all informalities in any bid should it be deemed in the best interest of the
Town of Southold to do so.
All bids must be signed and sealed in envelopes plainly marked with the type of road
treatment being bid on, and submitted to the Office of the Town Clerk.
The bid price shall not include any tax, federal, state, or local, fi.om which the Town of
Southold is exempt.
Dated: April 26, 2001.
ELIZABETH A. NEVILLE
SOUTHOLD TOWN CLERK
PLEASE PUBLISH ON MAY 3, 2001, AND FORWARD ONE (1) AFFIDAVIT OF
PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO
BOX 1179, SOUTHOLD, NY 11971
Copies to the following:
The Suffolk Times
Town Board Members
Town Attorney
Superintendent of Highways Jacobs
John Cushman, Comptroller
Dodge Reports
Brown's Letters
Burrelle's Information Services
Construction Data
Town Clerk's Bulletin Board
LEGAL NOTICE
NOTICE TO BIDDERS
NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the
General Municipal Law, that sealed bids are sought and requested for fumishing and
placing within the Town of Southold, the following road treatments:
1 .Oil and Sand
2. Oil and Stone
3. Liquid Asphalt
4. Sand Mix (Type 5 Shim)
5. Type 6 Top
6. Emulsions and Stone
7. RC-250 Liquid Asphalt Oil & Recycled Stone.
8. Type II Micro-surfacing
Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town
Hall, 53095 Main Road, Southold, New York 11971, Monday through Friday, 8:00 am to
4:00 pm
The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft, certified
check, or bid bond in the amount of 2% of the amount of the bid, will be received by the
Town Clerk of the Town of Southold at the Southold Town Hall, 53095 Main Road,
Southold, New York, until 10:00 A.M., Thursday, May 17, 2001, at which time they
will be opened and read aloud in public.
The Town Board of the Town of Southold reserves the right to reject any and all bids and
waive any and all informalities in any bid should it be deemed in the best interest of the
Town of Southold to do so.
All bids must be signed and sealed in envelopes plainly marked with the type of road
treatment being bid on, and submitted to the Office of the Town Clerk.
The bid price shall not include any tax, federal, state, or local, fi:om which the Town of
Southold is exempt.
Dated: April 26, 2001.
ELIZABETH A. NEVILLE
SOUTHOLD TOWN CLERK
PLEASE PUBLISH ON MAY 3, 2001, AND FORWARD ONE (1) AFFIDAVIT OF
PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO
BOX 1179, SOUTHOLD, NY 11971
Copies to the following:
The Suffolk Times
Town Board Members
Town Attomey
Superintendent of Highways Jacobs
John Cushman, Comptroller
Dodge Reports
Brown's Letters
Burrelle's Information Services
Construction Data
Town Clerk's Bulletin Board