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HomeMy WebLinkAboutHighway - Type II Micro-SurfaceACORDT. CERTIFICATE OF LIABILITY INSURANCE PRODUCER (631)736-7500 FAX (631)736-7619 Michael 3. Ro~eo & Sons, Inc. 3237 Rte 112 Medford, NY 11763 INSURED Thos. H. Gannon & Sons P O Box 505 Middle /s]and, NY 11953 DATE (MMIDD/YY) 01/23/2002 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: INSURER B INSURER C INSURER D INSURER E Westchester Fire /nsurance Co Transportation /nsurance Co. Gulf /nsurance Group First Cardinal Corporation COVERAGES THE POLICIES OF INSURANCE LrSTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD iNDiCATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE (MMIDD/YY) DATE [MMIDD/YY) LIMITS GENERAL MABILITY GLN683968 08/O7/2001 08/07/2002 EACH OCCURRENCE $ 1,OOO,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any one fire) $ 50, OOO J CLAIMSMADE [] OCCUR MEDEXP(Anyoneporson) $ 5,000 A-- PERSONAL & ADV INJURY $ 1 s 000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/DP AGO $ 1,000 ~ 000 08/07/2001 08/07/2002 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY O8/07/2OO1 O8/01/2002 EACH OCCURRENCE $ 4,0OO, O00 AGGREGATE $ 4,0OO, 000 $ $ 01/01/2OO2 01/O1/2OO3 X ITORYL,MITSl I E. EL E,'~CH ACCIOENT $ 1OO, OOO EL DISEASE- EA EMPLOYEE $ 1OO, 000 EL DISEASE-POUCYL~MIT $ 500~000 EQUIPMENT COVERAGE GEN'L AGGREGATE LIMIT APPLIES PER: JECT I ILOC AUTOMOBILE LIABILITY C2049740123 X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS B -- X HIRED AUTOS X NON-OWNED AUTOS C GARAGE LIABILITY ANY AUTO EXCESS LIABILITY CU2855501 X-'~ OCCUR I~1 CLAIMS MADE X~ DEDUCTIBLE RETENTION $ 10, 000 WORKERS COMPENSATION AND CTR35218-03 EMPLOYERS' LIABILITY D /~LANDTHER MAR/NE QT660615X9658T/L01 05/10/2001 05/10/2002 E ~EscR~PT~N~PERAT~Ns~CAT~N~vEH~cLE$~E~cLUs~NsADDED~YEN~RSEMENT~PEc~ALPR~$~Ns Re: Micro-Surfacing Certificate ho]der is named as additional insured. RECEIVED JAN 2 4 2002 CERTIFICATE HOLDER I X I ADDITIONAL INSURED; INSURER LETTER: A Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971 ACORD 2S-S (7~97) CANCELLATION $outhold Town Clerl. SHOULD ANY OF THE ABOVE DESCRIBEO POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAiL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY HIND UPON THE COMPANY~ ITS AGENTS OR REPRESENTATIVES. AU THORIZED REPRESENTATIVE ~'~ ~.~__,~.~,~/,~ ~ ~--'~' Michael Romeo/LOR/ ©ACORD CORPORATION 1988 PROPOSAL 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