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HomeMy WebLinkAboutRoad TR - Type II Micro-Surface 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 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 261 OF 2005 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON APRIL 26, 2005: 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) $1.42 per sq. yd. $92.00 per ton Elizabeth A. Neville Southold Town Clerk 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) 765q1800 southoldtown.novthfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 261 OF 2005 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON APRIL 26, 2005: 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) $1.42 per sq. yd. $92.00 per ton Elizabeth A. Neville Southold Town Clerk 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 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD May 4, 2005 CERTIFIED MAIL RETURN RECEIPT REOUESTED Thomas H. Garmon Jr. Thomas H. Gannon & Sons, Inc. P O Box 505 Middle Island NY 11953 Dear Mr. Gannon: Congratulations. The Southold Town Board, at its regular meeting of April 26, 2005, accepted the bid of Thomas H. Gannon & Sons, Inc. to furnish and place "Type II Micro-Surfacing" for the Southold Town Highway Department. A certified copy of the resolution is enclosed. Also, attached hereto you 2004 $100 bid check and also the 2004 bid check held for the Nova Chip Ultra Thin Surfacing Course Your 2005 bid check will be returned at the end of the contract period. Thank you. 027 , $0. O0 · ck, 8er.~ 420812793 ~, ~, ~ON ~ ~$ INC, 420812793 1 / 0 4 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 (63D 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BIDS Opening 4/21/05 ~ 10:00 AM #7 - Tvoe II Micro-Surfacing 1 Bid Received: Thomas H. Gannon & Sons, Inc P O Box 505 Middle Island NY 11953 Type II Micro-Surfacing Turing & Leveling (Type 5 - Shim) $1.42 sq. yd $92.00 per ton PROPOSAL FORM DATE: 4/20/05 NAME OF BIDDER: Thos. H.Gannon & Sons, Inc. 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 othe[ 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 fumish 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 71" 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 One dollar and forty-two cents (written in words) Per Sq. Yd. $1 .42 (wdtten i. numbers) Per Sq. Yd. TRUING & LEVELING (Type 5 - Shim) Ninety-two dollars (written in words) Per Ton $92.00 (wdt~en 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 p~=rind Signature of Bidder: Business Address: po Rnx q05 Middle Island, NY 11953 TelephoneNumber: 696-8798 Date: 4/20/05 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 cSt/sec, 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 requirements. Test Quality Specification AASHTO T176 ASTM D2419 Sand Equivalent 60 min. AASHTO T104 ASTM C88 Soundness 15% max. using NA~ 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 (+h 4%) # 8 65-90 (+/-5%) #100 10-21 (+h 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 matedal 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 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. la.) 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. lb,) 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. lc.) 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 read 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 matedal 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. Tt~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 tmdersigned bidder certifies that this bid has been arrived at by the bidder independemly 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. Prkntname Thomas H.Gannon, Jr. Co~orateTitle (ifan~ President Company Name Thos.H.Gannon & Sons,Inc. MaJhngAddress PO Box 505 Middle Island, NY 11953 Phone Number 631 -696-8798 BID ON ROAD TREATMENT - Type 1I Micro Surfacing $ 1 . 42 p/sq. yd. DER: Thos.H.Gannon & Sons, Inc. ~)AD i971 hat the only persons, company; or parties interested in this proposal is proposal is made without any Connection, directly or indirectly with mt it is in all respects fair and without collusion or fraud, and that no bremenfioned owner is or will be interested directly or indirectly, in the ~plies relating to it, or in any portion of the profit thereof; that he has nents, including bidding requirements, contract, general and special ~, if any (Note: acknowledgment of addenda and their dates must be ~that he has satisfied himself by personal examination of the proposed nay have chosen, as to the conditions and requirements of the work; tis proposal be accepted he will contract to furnish all materials not :ions) and to perform all the work required to construct, perform and t he will start the work as directed by the Town, he will accept, in full ,NG OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED DANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE 5 COMPLETED FOR THE STIPULATED "UNIT PRICE" OF: o cents TRUING & LEVELING (Type 5 - Shim) Ninety-two dollars (wdUen in words) Per Ton $92. O0 (written in numbers) Per Ton ~posal shall be accepted by the Town and that if he shall refuse, fail or aant to such proposal and to the requirements of the Town, shall have I to him at the address given in the proposal, that he shall be considered at this proposal shall be reviewed by the Town to correct any deficiencies : I~ ~,~-~- no corrections are necessary, further agree that this proposal is a formal eriod of forty-five (45) days, the Town will accept or reject this proposal or by mutual agreement may extend this time p~rind Signature of Bidder: Business Address: pc) Rox ~,d ~, Middle Island, NY I 1953 Telephone Number: 696-8798 Date: 4 / 20 / 05 Page I of 7 RO. BOX 505 MIDDLE ISLAND, N.Y. 11953 · (631) 696-8798 · Fax (631)696-0892 April 19, 2005 Mr. Peter Harris Superintendent of Highways Town of Southold Peconic Lane Peconic, NY Dear Mr. Harris: The following represents a list of Microsurfacing jobs completed within the last year: Town of Brookhaven Town of Babylon Town of Islip Town of Huntington Town of Southampton 350,000 s.y. John Rouse, Supt. 451-9200 350,000 s.y. John Miller, Comm. 957-3167 300,000 s.y. John Petito, Jr. 224-5623 150,000 s.y. Bill Naughton, Supt. 499-2133 150,000 s.y. Bill Masterson, Supt. 728-3600 If you require additional information, please don't hesitate to call me. Very truly yours, Thomas H. Gannon, Jr. President E41KOCH KOCH MATERIALS COMPANY ASPHALT DIVISION January 31, 2005 Tom Gannon Thomas H. Gannon & Sons 75 Cedarhurst Avenue Medford, NY 11763 Dear Tom: This letter is to state that bituminous material meeting microsuffacing (Ralumac) specifications will be manufactured by Koch Materials Company for Thomas H. Gannon & 'Sons during the year 2005. it is understood and agreed that Koch shall not be liable for any damages for any default or delay, either in delivery or performance due to any shortages caused by Federal, State or supplier rationing. Sincerely, KOCH MATERIALS C~0MPANY Technical Marketing[ l~epresentafive Eastern Region v 3847 Pottsville Pike Reading, Pennsylvania 19605-1723 · 610/921-0271 IgKDCH KOCH MATERIALS COMPANY ASPHALT DIVISION APRIL 5, 1995 MR. THOMAS GANNON P.O. BOX 505 MIDDLE ISLAND, NY. 11953 TYPICAL ANALYSIS ON RALUMAC MICRO-SURFACING EMULSION IS AS FOLLOWS. VISCOSITY, SAYBOLT FUROL @ 77 F, SEC 49 STORAGE STABILITY TEST, 1 DAY < 1 PARTICLE CHARGE POSITIVE SIEVE, % .015 RESIDUE BY DISTILLATION, % 64.0 MIXING TESTS PASS % POLYMER > 3 TEST ON RESIDUE FROM DISTILLATION @ 350 F PENETRATION, 77 F, 100g, 5 SEC 60 DUCTILITY, 77 F, 5 cm/min, CM 60+ ABSOLUTE VISCOSITY @ 140 F-POISE 18,259 SOLUBILITY IN TRICHLORETHYLENE 99.0 SOFTENING POINT, RING & BALL, F 143 I HOPE THIS INFORMATION IS SUFFICIENT FOR YOUR NEEDS. SINCERELY DAVID E. NEGRO LAB TECHNICIAN 1194 Zinn~s Quarry Road · York, Pennsylvania 17404 · 717/843-0975 'KOCH Pavement Solutions" longer L~.~s~in~ ,'~oods Micro-Surfacing Design Date: 05/27/2004 Contractor: Thomas Gannon Materials Aggregate Source: Tilcon, Haverstraw Screenings Rock Type: Asphalt Emulsion Source: Koch Materials Co. Grade: Polymer Modified Cationic CSS-1 H (Ralumac®) Portland Cement* Source: Lehigh Cement Co. Grade: Type I *Note: Alternate sources of Portland cement will be suitable in most cases, Project: Agency: NY DQT Aggregate Sieve Analysis % Passing Sieve % Passing w/1.0% Filler 1/2" (12,5mm) 100,0 100.0% 3/8 (9.Sram) 100.0 100.0% ~4 (4.75 mm) 99,8 99.8% #8 (2.38mm) 77.1 77.3% #16 (1.18mm) 50.5 51.0% #30 (600~Lm) 34.2 34,9% #50 (300~.m) 21.9 22.7% #100 (150pm) 11.5 12.4% #200 (75Fm) 5.3 6.2% Type II Microsuffacing Stockpile Tolerance Min Max Min Max 100% 100% 100.0% 100.0% 100% 100% 100.0% 100.0% 90% 100% 94.8% 100.0% 65% 90% 72.1% 62.1% 45% 70% 45.5% 55.5% 30% 50% 30.0% 39.2% 18% 30% 18.0% 25.9% 10% 21% 10.0% 14.5% 5% 15% 5.0% 7.3% Sand Equivalence:J 76 Specification Min Max 65 Test Method AASHTO T 176 2209 Childs Road · St, Paul MN 55106 · 651.774..9763 "Fax 651.774.8258 Field Simulation Tests Specification Min Max 14 kg-cm 12 kg-cm 20 kg-cra 20 kg-cm Cohesion: 30 min. 60 min. Wet Track Abrasion Test: 1 hour soak 323.5 g/m2 538 g/m2 6 day soak 269.5 g/m~ 807 g/m2 LWT Sand Adhesion: 194.6 538 g/m~ Boiling Water Stripping: 100% 90% Lateral Displacement: 2% 5% Gsb 1000 cycles 2.064 2.1 Classification Compatibility: 12 11 Trial Mix Time 25°C: 280 120 sec Test Method ISSA TB 139 ISSA TB-100 ISSA TB 109 ISSA TB 114 ISSA TB 147 ISSA TB-113 Interpretation of Results and Job Mix Formula Design Minimum Maximum Mineral Filler 1.0% 0.75% 1.5% Total Water 8.0% 8,0% 11.0% Field Control Additive*** 0.50% 0% 4.00% CSS-lh Latex Modified Emulsion 12.0% 11,5% 13.0% Residual Content of Emulsion 64.1% 62.0% - Re. sidual Asphalt in Mix 7.7% 7.1% 8.3% *** Typical field control additive is 35oz per ton. Test data reported herein have been secured by reliable testing procedures. As we have no knowledge of, or control over, the conditions that may affect the use of the materials from which the samples were taken, we assume no responsibility in furnishing these data other than to warrant they represent reliable measurement of the properties of the sample tested. Signed ~ Design Engineer NEW YORK STATE DEPARTMENT OF TRANSPORTATION MATERIALS BUREAU TYPE 2 MICRO-SURFACING MIXTURE DESIGN FORM MIX DESIGN AGGREGATE: EMULSION: RESIDUAL ASPHALT: POLYMER MODIFIER: FIELD CONTROL ADDITIVE: MINERAL FILLER: WATER: TRAFFIC VOLUME: 8-10R No. 100.0 : 12.0 7.7 3.0+ as needed 1.0 as needed AGGREGATE 100% 1sOuRCE N°' & BLEND %: GRADATION SIEVE % SIZE PASSING 9.5 mm 100.0 4.75 mm 99.8 2.36 mm 77.1 1.18 mm 50.5 o.6oo mm 34.2 n.3oo mm 21.9 0.180 mm 11.5 0.OTS mm 5.3 SAND EQUIVALENCY SPECIFICATION min~rnax 100 90 - 100 65 - 90 TYPE 2 AGGREGATE GRADATION 20-- t0~ 0075 0300 11a 23e 4*5 Sieve sizes Raised to 0.45 {mm) 45 - 70 30 -50 18 - 30 10 -21 5-15 76.0 MINERAL FILLER I FIELD CONTROL ADDITIVE PRODUCT: SOURCE; Petal 417 KPS PRODUCT; 9¸5 POLYMER MODIFIER SYSTEM ASPHALT EMULSION SOURCE: TYPE: Koch Materials Residue After Distillation: TESTS ON RESIDUE Softening Point (AASHTO TS3) Penetration at 25C (AASHTO T49) Ralumac 64.0 LAaORATORYICOMPANY NAME: Koch Pavement Solutions COMPANY NAME: 'Wet Cohesion (ISSA TB t39) Wet Track Abrasion Loss (_ISSA TB 100) Mix Time (ISSA TB 1t3) MIX DESIGN TEST RESULTS 30minutes 60 minutes 1 hour soak 6 day soak Classification Compatibility (ISSA TB 144) Wet Stripping (tSSA TB 114) Loaded Wheel Test I Excess Asphalt Lateral Displacement (ISSA TB 109 & J~sg~}lO00 ISS? TB 147A) cycles_ TESTING PERFORMED BY: I;~2';~S~hildsRd.,St. PauI, MN65106(651)774-9763 SUBMITTED FOR APPROVAL BY: 61 c 59 dram 14.0 kg-cra 20.0 kg*cra 323.5 g/m^2 269.5 glm^2 280 sec. 12 points 90+ % t94.6 g 2.0 % 2.064 APPROVED: Main Road, fork 11971, Friday, 8:00 amt0Z The s~ with i~ual t)lmk, draf~._~L'yt_ifl~l SouthoN' Td~-~,HaI1, 53095 Main Road, SoUthold, New Thursday, Apffi 21, 2005, at which t~:~t~ey Will:be opined ~d ~ad aloud in pubhc. ~e To~ Board of ~e Town of Southold rese~es ~e fi~t m rej~t ~y and all bids ~d waive any and all info~alities in any bid should it be deemed ~ the best interest of the Town of Sou~old to do so .... MI bids mst be Si~ed and sealed iff envelopes plainly ~k~ with the Wpe of road ~a~t being bid on, ~d sub- miaed m the Offi~ of the To~ Clerk. ~e bid price s~ll not ~ci~e a~y ~;federa[, state, 0r local, ~om which the Town ~f Sou~old i~ exempt. Dated: M~ch 29, 2005 . ELIZ~ETH A: ~V~LE SOUTHOLD TOWN CLE~ IX 4/7/05 (698) COUNTY OF SUFFOLK STATE OF NEW YORK ss: Jacqueline M. Dub6, being duly sworn, says that she is the Legal Advertising Coordinator, of the Traveler Watchman. a public newspaper printed at Southold, in Suflblk County; and that the notice of which the annexed is a printed copy, has been published in said Traveler Watch~nan once each week for....t. ...... week(s) ~/ successively, cot~n~n_g on the ................. day of ...... lAT...-:., ................ , 2005. ..... .;-..._. : .5. .L .................. S~ m t before me this ~/ day .... -/' Notary Public NOTARY PUBLIC, State of New York No. 01 HA5059984 Qualified in Suffolk CounW Commissio~l expires May 06, 2006 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. Oiland Sand 2. Oil and Stone 3. Liquid Asphalt 4. Sand Mix (type 5 Shim) 5. Type 6 Top 6. RC-250 Liquid Asphalt Oil & Recycled Stone 7. Type II Micro-Surfacing 8. Nova Chip Ultra-thin Surfacing Course 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 $100.00, 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, April 21, 2005, 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: March 29, 2005 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON APRIL 7~ 2005, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971 Copies to the following: Traveler Watchman Town Attorney John Cushman, Comptroller Brown's Letters Construction Data Town Board Members Superintendent of Highways Harris Dodge Reports Burrelle's Information Services Town Clerk's Bulletin Board 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 day of ,2005, 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 Southoldl Suffolk County, New York, to wit: Town Clerk's Bulletin Board, 53095 Main Road, Southold, New York. Road Treatment Bids 2005 Elizabeth A. Neville Southold Town Clerk Sworn before me this day of ,2005. PETER W. HARRIS Superintendent Highway Department Town of Southold 275 Peconic Lane · P.O. Box 178 Peconic, N.Y. 11958-0178 Tel. (631) 765-3140 (631) 7344211 Fax (631) 765-1750 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 "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 TRUING & LEVELING (Type 5 - Shim) (written in words) Per Sq. Yd. (written in words) Per Ton (written in nu~nbem) Per Sq. Yd. (written 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 fody-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 pumhase 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 cSt/sec, 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 C'128, 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. mquimmen~. 15% max. using NA~ 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 # 4 90 - 100 (+/- 5%) # 8 65-90 (+/-5%) #16 45-70 (+/-5%) Water. # 30 30 - 50 (+/- 5%) # 50 18 - 30 (+/- 4%) #100 10 - 21 (+/- 3%) #200 5 - 15 (+/- 2%) 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 Matedal 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 Equipment. All equipment, tools and machines used in the performance of.this wo[k 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 mad 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 $ 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. ^ sufficient amount of matedal 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. T~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 Macmseal 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: Print name Corporate Title (if any) Company Name Mailing Address Phone Number BID ON ROAD TREATMENT - Type II Micro Surfacing ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STAT][STICS 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 southoldtown.nor~hfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 182 OF 2005 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MARCH 29, 2005: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for the followin~ 2005 Road Treatment items: 1. Oil and Sand 2. Oil and Stone 3. Liquid Asphalt 4. Sand Mix (type 5 Shim) 5. Type 6 Top 6. RC-250 Liquid Asphalt Oil & Recycled Stone 7. Type II Micro-Surfacing 8. Nova Chip Ultra-thin Surfacing Course Elizabeth A. Neville Southold Town Clerk