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HomeMy WebLinkAboutRoad TR - Nova Chip Ultra ThinPETER 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) 734-5211 Fax (631) 765-1750 2004 INVITATION TO BID FOR THE P~CRASi~ & APPLICATION OF ASPRALT ROAD lqATERIALS NOVA (:HIP ULTRA-THIN SURFACING COURSE TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK NOTE: THE TOWN OF SOUTHOLD MAY ALSO REQUIRE +/- 30,000 SQUARE YARDS (more or less as may be needed}, OF ASPHALT ROAD MATERIAL TO BE APPLIED ON FISHERS ISLAND. ULTRATHIN SURFACING COURSE 1. Description Under this Item the Contractor shall fumish all plant, labor, equipment and materials and shall perform all operations necessary for the placement of an Ultrathin Surfacing Course to provide new wearing course for an existing pavement. The placement of the Ul~rathin Surfacing Course shall consist of the application of a warm polymer modified emulsion membrane coat followe immediately with the placement of an Ultrathth Surfacing Course of a hot bituminous concrete mixture. The polymer modified asphalt emulsion membrane shall be spray applied immediately prior to the application of the hot bituminous concrete mixture so as to produce a homogeneous wearing course that can be opened to ti'afl.lC immediately upon suffident cooling. 2. Materials 2,1 Coarse Aa~renate Coarse Aggregate shall meet thc requirements of Section 703-02, Coarse Aggregate of the Standard Specifications of the New York State De. pa,/anent of Transportation with the following modifications: The mineral aggregate used shall be of the type and grade specified for high performance surfaces. The aggregate shall be manufactured crushed stone such as granite, slag, limestone chat, or other high quality aggregate or combination thereof. Wappinger Dolomite aggregate a defined by the New York State Department of Transportation is excluded from the use in Item 720SS Coarse aggregates, such as crushed gravel, limestone, dolomite, sandstone, granite, traprock, ore, tailings, slag or other similar materials, or blends of iwo or more of the above may be acceptable. When coarse aggregates for these mixes are from more than one source or of more than one type of material, they shall be proportioned and blended to provide a uniform mixture approved by the Superintendent. Coarse aggregates, materials retained above the No. 4 sieve, shall be from an approved source and shall also meet the requirements as listed in Table I. Table 1: Coarse Aggregate-Properties Los Angeles abrasion value, % loss Soundness % loss Magnesium Sulfate or Sodium Sulfate Flat & Eloagared Ration, % ~ 3:1 % Crushed, single face % Crushed Two or more mechanically crushed faces Micro-Deval % loss Method Limit AASHTO T 96-94 35 max AASHTO T 104-94 18 max 12 max ASTM D 4791 25 max ASTM D 5821 95 min ASTM D 5821 85 mia AASHTO TP 58-99 18 max 2.2 Fine ARnreRnte Fine aggregate shall meet the requirements of Section 703-01, Fine Aggregate of the Standard Specifications of the New York State Department of Transportation, with the following modifications: Fine aggregate shall consist of one hundred (100%) percent crashed stone. Fine aggregate shall be part of the asphaltic mastic. Fine aggregates, material passing the No. 4 sieve, shall be fi.om an approved source and shall also meet the requirements as listed in Table 2. Table 2: Fine Aggregate-Properties Tests Method Send Equivalent AASHTO T 176-86 Methylene Blue (on materials passing 200) AASHTO T P 57-99 Uncompacted Void Content AASHTO T 304-96 Limit 45 min 10max 40 rain 2.3 Mineral filler Mineral filler may be used as an option to aid in meeting the gradation requirements. Hydrated lime, certain classes of fly ash, baghouse fines and Type I Portland cement are acceptable as mineral filler. Mineral filler shall meet the requirements of Section 703-08, Mineral Filler of the Standard Specifications of the New York State Department of Transportation with the following modifications: Mineral Filler used must be from en approved source and shall meet the requirements of Table 3. Table 3: Mineral Filler Requirements Typical acceptable gradation: 100% passing #30 sieve 75-100% passing #200 sieve 2.4 Asnhalt Binder The asphalt binder used shall be the appropriate performence graded binder for the project's location. Asphalt binder shall be from an approved soume end shall also meet the requirements as listed in Table 4. Table 4: Asphalt Binder Requirement Tests Methods Min Max Separation Test, % AASHTO PP-5 10 Elastic Recovery Test, % ASTM D 6084 60 2.5 Polymer Modified Emulsion Membrane Polymer Modified Emulsion Membrane shall meet the requirements of Section 702-Bittmfinous Materials, CRS-Ip. ltem 702-.4701 oftbe Standard Specifications of the New York State Department of Transportation, with the following exceptions. Emulsion shall be polymer modified from en approved soume and shall also meet the requirements as listed in Table 5. Table 5: Polymer Modified Emulsion Membrane Requirements Test on Emulsion Method Min. Max Viscosity, Saybolt Furol @ 77° F. s AASHTO T 20 100 59 Storage Stability Test AASHTO T 1 59 Sieve Test AASHTO T 0.05 59 Residue by Distillation, % AASHTO T 63 59 Oil Distillation, % AASHTO T 2 59 Demulsibility, % 35ml 0.02 N Cael2 OR AASHTO T 60 59 35 mi, 0.8% dioetyl sodium AASHTO T 60 sulfosuccinate . Pump Stability Test on Residue fi.om Distillation Penetration Solubility on Organic Solvent, % Elastic Recovery % TM xxx Report AASHTO T 60 150 49 AASHTO T 97.5 44 AASHTO T 60 301 Note: After standing undisturbed for 24 hours, the surface shall show no white, milky colored substance but shall be a smooth homogeneous color throughout. Note: AASHTO T 59 with modifications to include a 400°F=10°F maximum temperature to be held for a period of 15 minutes. Note: The organic solvent shall be approved by the Superintendent as suitable. En~lneertn~ 3.1 General A minimum of five (5) days prior to the start of surfacing the Contractor shall be submit to the Superintendent for approval a signed mix design coveting the specific materials to be used on the project. This design shall be performed by a qualified laboratory. Once the materials are approved, no substitution will be permitted unless first tested and approved by the laboratory preparing the mix design. No surfacing shall be applied until such approval is received in writing. 3.2 Mix Designs The qualified laboratory shall develop the job mix design and present certified test results for the Superintendent's approval. Compatibility of the aggregate and modified emulsion shall be verified by the mix design. All component materials used in the mix design shall be representative of the material prepared by the Contractor for use on the project. The Superintendent shall approve the design mix and ali surfacing materials and methods prior to use, The job mix formula shall meet the Mixture Requirements as listed in Table 6. Table 6: Mixture Requirements (composition by weight percentages) Sieve Size ~4-Type A 3/8 in-Type B V2 in-Type C Design General Limits Design General Limits Design General Limits % Passing % Passing % Passing g inch 100 % inch 100 85-100 3/8 inch 100 85-100 60-80 g4 40-55 25-38 25-38 #8 22-32 22-32 22-32 #16 15-25 15-23 15-23 #30 10-18 10-18 10-18 #50 8-13 8-13 8-13 #100 6-10 6-10 6-10 #200 4-7 4-7 4-7 Asphalt Content% 5.0-5.8 4.8-5.6 4.6-5.6 Note A target of 100% passing the 5/8" sieve is recommended. Mixtures containing 5/8" aggregate size will require greater paving thickness, The limits of the target applications rote of the asphalt emulsion shall be 0.20 + 0,07 gal/sq, yd. The mix design shall determine the target application rote. The finished wearing course shall have a minimum thickness of ½ inch for Type A and 5/8 inch for Type 13 and Type C, Drain down from the loose mixture shall not exceed 0.10% when tested in accordance with AASHTO T 305. The tensile strength shall meet or exceed 80% when tested in accordance with AASHTO T 283 Specimens for AASHTO T 283 shall be 4-in diameter and compacted in accordance with AASHTO TP- 4 to 100 gyrations. The mixing and compaction temperatures shall be those recommended by the PG binder supplier. The mixture shall not contain reclaimed materials. Eoulument 4.1 General All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working condition at all times to ensure high quality product. Descriptive information on the mixing equipment and applying equipment to be used shall be submitted for approval not less than five (5) days before work begins. 4.2 Lavdown E0uinmcnt The paver shall be self-priming, designed and built for applying the Ultrathin Course and be approved by the Superintendent. The paver shall have a receiving hopper, feed conveyor, asphalt emulsion storage tank a system for measuring the Polymer Modified Asphalt Emulsion Membrane volume applied, spray bar and a heated, variable width, combination vibratory tamping bar sereed. The paver shall be capable of spraying Polymer Modified Asphalt Emulsion Membrane, applying the hot bituminous concrete mixture and leveling the surface of the mat in one pass. The paver shall be capable of placing the hot bituminous concrete mixture within 5 seconds after the application oftha Polymer Modified Asphalt Emulsion Membrane. The paver shall be capable of paving at a controlled speed from 30-90 fl/minute. No wheel or other part of the paving machine shall come in contact with the Polymer Modified Emulsion Membrane before the hot bituminous concrete mixture-wearing course is applied. The screed shall have the ability to drown the pavement at the center and have vertically adjusted extensions to accommodate the desired pavement profile. 4.3 Comnaction Eoulnment Steel-wheeled double-drum asphalt rollers with a minimum weight of 10 tons will be required to be used. Rollers shalI be well maintained in reliable operating condition, and be equipped with a functioning water system and scrapers to prevent adhesion of the fresh mix onto the roller drums 4.4 Additional Enuinment a) Cleaning Equipment. Power brooms, power blowers, air compressors, water flushing equipment and hand brooms shall be suitable for cleaning the surface and cracks oftbe old surface. b) Auxiliary Equipment. Water truck, pneumatic tire roller, hand squeegees, shovels, and other equipment as necessary, shall be provided to perform the work. Machine Calibration Each laydown unit to be used in performance of the work shall be calibrated in the presence of the Superintendent prior to constraction, or previous calibration documentation covering the exact materials to be used may be acceptable provided they wore made during that calendar year. The documentation shall include the individual calibration of ench material at various settings, which can be related to the machine's metering devices. Weather Limitations The Ultmthin Surfacing Course shall not be placed on a wet pavement. The pavement surface temperature and the ambient air temperature shall be not less than 50 o F at the time of placement. A 10. damp pavement surface is acceptable for placement if it is free of standing water and favorable weather conditions are expected to follow. Notification and Traffic Control 7.1 Notification All homeowners and business affected by the construction shall be notified one day in advance of the surfacing. This notification shall be in the form of a written posting stating the times and dates that construction is expected on their mad. In addition, the Contractor shall check to make sure all homeowners and businesses have been notified just prior to application. 7.2 Traffic Control Suitable methods such as barricades, flagmen, pilot cars, etc., shall be used to protect the surface from all types of traffic. Any damage to the surface will be the responsibility of the Contractor and shall be corrected by the Contractor at no expense to the Town. The Superintendent shall give the final approval of the method used to control traffic. The cost of traffic control is included under the unit price bid. Surface Prenaration 8.1 General Manholes, valve boxes and other service entrances will be protected from the surfacing mater/al with plastic or building felt. Reference each for location and adjustment after plecemant of the wearing 8.2 CleanlnR ofthe Surface Immediately prior to the application of the surfacing mixture, the surface shall be cleaned of all loose material, silt spots, vegetation, and other objectionable material. Any standard cleaning method will be acceptod except water flushing will not be permitted. The use of a power broom or tractor-drawn sweeper is recommended for cleaning the surface. The cost to clean the existing surface prior to application of the surface is included under the unit price bid. Stockoile. Storage and SamnlinR Precautions shall be taken to insure that stockpiles do not become contaminated. The mineral aggregate shall be screened prior to being weighed for job site delivery. This weight shall be done by means of a scale approved by the Superintendent. Storage. The Contractor shall provide suitable storage facilities for the asphalt emulsion. The Contractor shall be equipped to prevent water from entering the emulsion. Suitable heat shall be provided if neceasary to prevent freezing. Stockpiling and Storage Location. Materials may be stockpiled at a location to be designated by the Town. The exact location oftbe storage location shall be designated by a Town representative. The Town assumes no rasponsibility for theft or damage to material and equipment. Sampling. Samples of materials shall be furnished by the Contractor, as directed by the Superintendent, during the progress of the work. Test reports may be requested from the Contractor as additional materials arrive. Application 10.1 General The Polymer Modified Emulsion Membrane shall be sprayed by a metered mechanical pressure spray bar at a temperature of 120-180°F or as recommended by the Polymer Modified Asphalt Emulsion Membrane supplier. The sprayer shall accurately and continuously monitor the rate of spray and provide a uniform application across the entire width to be overlaid. The Superintendent may make adjustments to the spray rate based upon the existing pavement surface conditions and the recommendations of the Polymer Modified Emulsion Membrane supplier. The hot'bituminous concrete mixture shall be applied at a temperature of 290-330°F and shall be spread over the Polymer Modified Emulsion Membrane immediately afier the application of the Polymer Modified Emulsion Membrane. l]~e hot bituminous wearing course shall be placed over the fall width of the Polymer Modified Emulsion Membrane with a heated, combination vibratory-tamping bar screed. The finished wearing course shall have a minimum thickness of !4 inch for Type A and 5/8 inch for Type B and Type C. 10.2 Comnaction Compaction of the wearing coume shall consist of a minimum of two passes with a steel double drum asphalt roller of minimum weight of 10 tons, before the material temperature has fallen below 195° F. At no time shall the roller or rollers be allowed to remain stationary on the freshly places asphalt concrete. Rolling shall immediately follow the placement of the Ultmthin Surface Coume with an approved asphalt miler(s). Roller(s) shall be well maintained, in reliable operating condition and be equipped with functioning water system and scrapers to prevent adhesion of the fresh mix onto the roller drums. Adequate roller units shall be supplied so the rolling will be accomplished promptly following the placement of the material. A release agent {added to the water systero) may be required to prevent adhesion of the fresh mix to the roller drum and wheels. Rolling shall normally he done in the static mode. The new pavement shall be protected from damage and not be opened to traffic until the rolling operation is complete and the material has cooled below 185°F. 10.3 Hand Work Areas, which cannot be reached with the mixing machine, shall be surfaced using hand shovels to provide complete and uniform coverage. The area to be hand worked shall be lightly dampened prior to mix placement. Care shall be exercised to leave no unsightly appearance from handwork. The same type finish as applied by the spreader box shall be required. The Contractor shall protect all curbs and castings during application of the mixture with a plastic wrap, tape or plywood, or by other means approved by the Superintendent. 10.4 Lines Care shall be taken to insure straight lines along curbs and shoulders. No ronoff on these area will be permitted. Lines at intersections will be kept straight to provide a good appearance. 10.5 Excess Materials Prior to the opening of the roadway to traffic, the Contractor shall clean up all excess materials on a daily basis. 11. Oualit~ Control 11.1 Materials The Contractor will permit the Superintendent to take samples of the aggregate asphalt emulsion and hot bituminous concrete mixture to be used in the project at the Superintendent's discretion. Gradation and sand equivalent tests may be mn on the aggregate, residual asphalt content tests on the emulsion, and asphalt content and gradation on the hot bituminous concrete mixture. Test results will be compared to specifications. 11.2 UItrathln Surfacinn Course Samples of the mixture may be taken daily and may be taken directly from the mixing unit(s). Consistency and residual asphalt content tests may be made on the samples and compared to the specifications. The Superintendent may use the recorders and measuring facilities of the unit to determine application rates. 12. The Contractor shall provide a measuring stick with each truck so that the emulsion level may be determined at the beginning and at the end of each truckload. The measuring stick shall be a straight piece of one-inch by two-inch stock lumber whose length is approximately two feet longer than the depth of the emulsion stgrage tank. The Contractor shall provide a laborer to assist the Superintendent in checking the emulsion level at the beginning and end of each truck mn. Prior to the start of the surfacing operation the Contractor shall~ in the presence of the Superintendent, determine the tare weight of the truck and the weight of the truck filled to the water line with the hot bituminous concrete mixture. The measurements taken shall be used to determine the yield of the emulsion and hot mix bituminous concrete mixture per square yard of pavement for each truckload of surface placed. The actual yields of the emulsion and hot mix bituminous concrete mixture shall conform to the rotes as determined fi.om the approved job mix formula. Failure of the Contractor to cooperate in this quality control procedure will be cause for the rejection of the work performed. 11.3 Non-Comollance If any two successive tests fail on the stockpile material, tho job shall be stopped. It is the responsibility of the Contractor, at his own e~tpensa to prove to the Superintendent that the conditions have bean corrected. If any two successive tests on the mix from the same machine fail, the use oftbe machine shall be suspended. It will be the responsibility of the Contractor as his own expense, to prove to the Supe~Sntendent that the problems have been corrected and that the machine is working properly. [fin the Superintendent's opinion, defective areas warrant removal, the Contractor shall remove and replace those areas at the Contractor's expense with materials meeting the specification requirements. Measurement and Method of uavment The Ultrathin Surfacing Course shall be measured and paid for by the square yard completed and accepted, as determined by the Superintendent, at the unit price bid for Ultrathin Surface Course Type A, Type B, and Type C. The unit price bid per square yard for this Item shall include all labor, materials, tools, equipment and all incidentals necessary to satisfactorily complete the required work, including application of the mixture, the aggregate and mineral additive, and all other raw materials use in the process, the emulsion and any required mix designs and quality control testing, the preparation and cleaning of the existing surface, maintenance and protection of traffic, compaction of the cured surface, laboratory tests and reports. SPECIFICATIONS: BITUMINOUS SURFACE TREATMENT "OIL & STONE" Town of Southold A: DESCRIPTION: Bids am requested for the pumhase and application of Bituminous Surface Treatment that consists of OIL (Grade RC-250) & STONE (No, lA 1/4" Blue Stone) for the use in repair & maintenance of the Town Highways for the calendar year 2004 The contractor shall also be required to provide & place quantities of Schim Mix Asphalt (Ty~e 5) as needed and directed by the Superintendept of Highways. The attention of the bidder is specifically called-to the fact that the quantities specified herein are considered an estimate only and may not be the quantity of matedal that will actually be required by the Town for the 2004calendar year. MATERIALS: Asphalt Road Material shall be Grade RC-250 and shall meet the following Specifications: TEST Water, Max. (%) Flash Point, C.O.C. F, Min. Kinematic Viscosity @ 140 F, Centistokes Distillation: % Total Distillate to 680 F, by Vol. To 437 F Min. To 500 F Min. To 600 F Min. Residue from Distillation to 680 F % Volume by Difference, Min. Tests on Residue Absolute Viscosity 140 F Ductility, 5 cra/min. @ 77 F, cm. min. % SoL In CCL4, Min. Required Temperature Mixing Spraying Grade RC-250 0.2 250-500 35 60 80 65 600-2400 100 99 100-175 80-250 Blue Stone shall be No. lA - 1/4" Stone. Percent passing 1/4" screen Percent passing 1/8" Screen 90-100 0 Weather Limitations: The material shall be spread only when: 2. 3. 4. The road surface and atmospheric temperatures are at least 45 degrees F and dsing. The weather is not foggy or raining. There is no forecast of temperatures below 32 degrees F within 48 hours from the time of placement cf the Asphalt MatedaL Construction limits shall be between May 1 & November 1. Equipment. Delivery & ADolicetion: All asphalt & stone materials must be delivered to and applied within the Town of Southold. The successful bidder will be required to deliver and apply such asphalt & stone materials in quantities as directed by the Superintendent of Highways. All bituminous matedal distribution vehicles shall have full circulation spray bars & be equipped with a wheel calibrated instrument that will indicate pump output in gallons per minute to verify accuracy of application. Aggregate spreader shall be capable of spreading material up to ten (10') feet in width on a single pass and shall be capable of providing variable widths. The spreader shall be self propelled and have dual operator stations. Pneumatic tired rollers shall be required for compacting the surface treatment. Schim Mix Asphalt Concrete (Type 5) shall be applied at the discretion of the Highway Superintendent. Applications at all pot holes, broken & uneven pavement surfaces and other required areas shall be as directed by the Town. All existing pavement surfaces where Schim Mix Asphalt Concrete work is required shall be fog sealed with RC 250 at 0.10 gallon per Square Yard pdor to placement of pavement. All manholes, catch basins, curbs and other structures shall be protected against the application of bituminous material. After the area to be treated has been prepared to the satisfaction ef the Highway Superintendent, an application of bituminous material (RC-250 Liquid Asphalt) shall be applied at the rate of three tenths (0.3) gallons per square yard and immediately covered with No. lA 1/4" Stone at the approximate rate of 25 Ib's. Per square, yard. The stone course shall be completely rolled twice with a self-proplled pneumatic roller. 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 Item # 2 - Oil & Stone ELIZABETH A. NEVILLI~, 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.nort hfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD May 19, 2004 CERTIFIED MAIL RETURN RECEIPT REOUESTED Thomas H. Garmon, Jr. Thomas H. Gannon & Sons, Inc. Po Box 505 Middle Island, NY 11953 Dear Mr Garmon: Congratulations. The Southold Town Board, at its regular meeting of May 18, 2004, accepted the bid of Thomas H. Gannon & Sons, Inc. for furnishing and placing of Road Treatment #8 - Nova Chip Ultra Thin. A certified copy of the resolution is enclosed. Your current bid check will be returned to you at the end of the contract. Very truly yours, Elizabeth A. Neville Southold Town Clerk Enc. U.S. Postal Service,,~ ru.r~ CERTIFIED MAIL, RECEIPT ~0 ~ (Domestic Mail Only: No Insurance Cover,~ge Provided) 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. 418 OF 2004 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MAY 19, 2004: RESOLVED that the Town Board of the Town of Southold hereby accepts the Bid of Thomas H. Gannon & Sons, Inc. for the furnishin~ and olacino of Nova Chio Ultra-Thin Surfacing Course at $5.65 per square yard, within the Town of Southold, all in accordance with the bid specifications. Elizabeth A. Neville Southold Town Clerk 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 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING Road Treatment Item #8 - Nova Chio Ultra Thin Bid Opening 6/6/02 10:00 A.M. Thos. H. Gannon & Sons, Inc PO Box 505 Middle Island, NY 11953 $ 5.65/sq. yd RO. BOX 505 MIDDLE ISLAND, N.Y. 11953 · (631) 696-8798 · Fax (631) 696-0892 May 12, 2004 Southold Town Board Town Hall - 53095 Main Road Southold, NY 11971 Members of the Board: Bid on Item #8 Nova Chip Ultra-Thin Surfacing Course in accordance with the project requirements and published specifications. PRICE PER SQUARE YARD wrMen in words ,~1~, ~-~ We the undersigned 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 fo~ty-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 nW N.A., New YorK, NY 99,3 F~# 027 Ck, Ser.~t ****ONE HUNDRED $0. O00NL 4208i2794: * * * * * *,~* * i DOLLARS~ , *~*THE TOWN OF $OUTHOLD~~ TNOS. H. GANNON AND;SONS INC. DATE 0 5 / i 1 / 0 4 0 0 · 0 O* *:~< ':0 2200D~8 · ~28D0~ 208 ~ 2 ?~1' I1' ?90 5~ 211' LEGALNOTICE 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. 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 Sonthold at the Southold Town Hall, 53095 Main Road, Southold, New York, until 10:00 A.M., Thursday, May 13, 2004, 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 20, 2004 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON APRIL 29, 2004, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971 Copies to the following: Suffolk Times 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 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) 734~5211 Fax (631) 765-1750 2004 INVITATION TO BIB FOR THE PURCHASl~ & APPLICATION OF ASPHALT ROAD MATERIALS NOVA CHIP ULTRA-THIN SURFACING COURS]~ TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK NOTE: THE TOWN OF SOUTHOLD MAY ALSO REQUIRE +/- 30,000 SQUARE YARDS (more or less as may be needed}, OF ASPHALT ROAD MATERIAL TO BE APPLIED ON FISHERS ISLAND. ULTRATHIN SURFACING COURSE 1. Descriotion Under this Item the Contractor shall furnish all plant, labor, equipment and materials and shall perform all operations necessary for the placement of an Ultrathin Surfacing Course to provide new wearing course for an existing pavement. The placement of the Ultrathin Surfacing Course shall consist o~ the application ora warm polymer modified emulsion membrane coat followe immediately with the placement of an Ultrathin Surfacing Course of a hot bituminous concrete mixture. The polymer modified asphalt emulsion membrane shall be spray applied immediately prior to the application of the hot bituminous concrete mixture so as to produce a homogeneous wearing course that can be opened to traffic immediately upon sufficient cooling. 2. Materials 2.! Coarse A~nreeate Coarse Aggregate shall meet the requirements of Section 703-02, Coarse Aggregate of the Standard Specifications of the New York State De'par'anent of Transportation with the following modifications: The mineral aggregate used shall be oftbe type and grade specified for high performance surfaces. The aggregate shall be manufactured crushed stone such as granite, slag, limestone chat, or other high quality aggregate or combination thereof. Wappinger Dolomite aggregate a defined by the New York State Department of Transpurtation is excluded from the use in Item 720SS Coarse aggregates, such as crashed gravel, limestone, dolomite, sandstone, granite, traprock, ore, tailings, slag or other similar materials, or blends of two or more of the above may be acceptable. When coarse aggregates for these mixes are fi.om more than one source or of more than one type of material, they shall be proportioned and blended to provide a uniform mixture approved by the Superintendent. Coarse aggregates, materials retained above the No. 4 sieve, shall be from an approved source and shall also meet the requirements as listed in Table I. Table 1: Coarse Aggregate-Properties Tests Los Angeles abrasion value, % loss Soundness % loss Magnesium Suit:ate or Sodium Sulfate Flat & E]ongatzxt Ration, % ~ 3:1 % Crushed, single face % Crashed Two or more mechanically crushed faces Micro-Deval % loss Method Limit AASHTO T 96-94 35 max AASHTO T 104-94 18 max 12 max ASTM D 4791 25 max ASTM D 5821 95 rain ASTM D 5821 85 rain AASHTO TP 58-99 18 max 2.2 Fine AnereRate Fine aggregate shall meet the requirements of Section 703-01, Fine Aggregate of the Standard Specifications of the New York State Department of Transportation, with the following modifications: Fine aggregate shall consist 0f one hundred (100%) percent crashed stone. Fine aggregate shall be part of the asphaltic mastic. Fine aggregates, matecial pessing the No. 4 sieve, shall be fi.om an approved source and shall also meet the requirements as listed in Table 2. Table 2: Pine Aggregate-Properties Tests Method Limit Send Equivalent AASHTO T 176-86 45 rain Methylene Blue (on materials passing 200) AASHTO T P 57-99 10 max Unenmpaeted Void Content AASHTO T 304-96 40 rain 2.3 Mineral filler Mineral filler may be used as an option to aid in meedng the gradation requirements. Hydrated lime, certain classes of fly ash, baghouse fines and Type I Portland cement are acceptable as mineral filIer. Mineral filler shall meet the requirements of Section 703-08, Mineral Filler of the Stendard Specifications of the New York State Department of Transportation with the following modifications: Mineral Filler used must be from en approved source end shall meet the requirements of Table 3. Table 3: Mineral Filler Requirements Typical acceptable gradation: 100% passing #30 sieve 75-100% passing #200 sieve 2.4 Asohalt Binder The asphalt binder used shall be the appropriate performance graded binder for the project's location. Asphalt binder shall be from an approved source and shall also meet the requirements as listed in Table 4. Table 4: Asphalt Binder Requirement Tests Methods Min Max Separation Test, % AASHTO PP-5 10 Elastic Recovery Test, % ASTM D 6084 60 2.5 Polymer Modified Emulsion Membrane Polymer Modified Emulsion Membrene shall meet the requirements of Section 702-Bituminous Materials, CRS- I p. Item 7024701 of the Standard Specifications of the New York State Department of Trensportation, with the following exceptions. Emulsion shall be polymer modified from an approved source end shall also meet the requirements as listed in Table 5. Table 5: Polymer Modified Emulsion Membrane Requirements Test on Emulsion Viscosity, Saybolt Furel ~ 77° F. s Storage Stability Test Sieve Test Residue by Distillation, % Oil Distillation, % Demulsibility, % 35ml 0.02 N Cacl2 OR 35 mi, 0.8% dioctyl sodium Method Min. Max · . AASHTO T 20 I00 AASHTO T 1 59 AASHTO T 0.05 59 AASHTO T 6B 59 AASHTO T 2 59 AASHTO T 60 59 AASHTO T 60 sulfosuccinate Pump Stability Test on Residue fi.om Distillation Penetration Solubility on Organic Solvent, % Elastic Recovery % TM xxx Report AASHTO T 60 150 49 AASHTO T 97.5 44 AASHTO T 60 301 Note: After standing undisturbed for 24 hours, the surface shall show no white, milky colored substance but shall be a smooth homogeneous color throughout. Note: AASHTO T 59 with modifications to include a 400°F= 10°F maximum temperature to be held for a period of 15 minutes. Note: The organic solvent shall be approved by the Superintendent as suitable. Eneineerine 3,1 Genera! A minimum of five (5) days prior to the start of surfacing the Contractor shall be submit to the Superintendent for approval a signed mix design covering the specific materials to be used on the project. This design shall be performed by a qualified laboratory. Once the materials arc approved, no substitution will he permitted unless first tested and approved by the laboratory preparing the mix design. No surfacing shall be applied until such approval is received in writing. 3.2 Mix Desleus The qualified laboratory shall develop the job mix design and present certified test results for the Superintendent's approval. Compatibility of the aggregate and modified emulsion shall be verified by the mix design. All component materials used in the mix design shall be representative of the material prepared by the Contractor for use on the project. The Superintendent shall approve the design mix and all surfacing materials and methods prior to use. The job mix formula shall meet the Mixture Requirements as listed in Table 6. Table 6: Mixture Requirements (composition by weight percentages) Sieve Size #4-Type A 3/8 in-Type B ½ in-Type C Design General Limits Design General Limits Design General Limits % Passing % Passing % Passing h inch 100 ½ inch 100 85-100 3/8 inch 100 85-100 60-80 ~4. 40-55 25-38 25-38 #8 22-32 22-32 22-32 # 16 l 5 -25 15 -23 15-23 #30 10-18 10-18 10-18 #50 8-13 8-13 8-13 #100 6-10 6-10 6-10 //200 4-7 4-7 4-7 Asphalt Content% 5.0-5.8 4.8-5.6 4.6-5.6 Note A target of 100% passing the 5/8" sieve is recommended. Mixtures containing 5/8" aggregate size will require greater paving thickness. The limits of the target applications rate of the asphalt emulsion shall be 0.20 + 0.07 gal/sq, yd. The mix design shall determine the target application rate. The finished wearing course shall have a minimum thickness of ¼ inch for Type A and 5/8 inch for Type B and Type C. Drain down from the loose mixture shall not exceed 0.10% when tested in accordance with AASHTO T 305. The tensile strength shall meet or exceed 80% when tested in accordance with AASHTO T 283 Specimens for AASHTO T 283 shall be 4-in diameter and compacted in accordance with AASHTO TP- 4 to 100 gyrations. The mixing and compaction temperatures shall be those recommended by the PG binder supplier. The mixture shall not contain reclaimed materials. Eauinment 4.1 General All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working condition at all times to ensure high quality product. Descriptive information on the mixing equipment and applying equipment to be used shall be submitted for approval not less than five (5) days before work begins. 4.2 Lavdowa Eauinment The paver shall be self-priming, designed and built for applying the Ultrathin Course and be approved by the Superintendent. The paver shall have a receiving hopper, feed conveyor, asphalt emulsion storage tank a system for measuring the Polymer Modified Asphalt Emulsion Membrane volume applied, spray bar and a heated, variable width, combination vibratory tamping bar sereed. The paver shall be capable of spraying Polymer Modified Asphalt Emulsion Membrane, applying the hot bituminous concrete mixture and leveling the surface of the mat in one pass. The paver shall be capable of placing the hot bituminous concrete mixture within 5 seconds after the application of the Polymer Modified Asphalt Emulsion Membrane. The paver shall be capable of paving at a controlled speed from 30-90 fi/minute. No wheel or other part of the paving machine shall come in contact with the Polymer Modified Emulsion Membrane before the hot bituminous concrete mixture-wearing course is applied. The screed shall have the ability to drown the pavement at the center and have vertically adjusted extensions to accommodate the desired pavement profile. 4.3 Comoaction Eauinment Steel-wheeled double-drum asphalt rollers with a minimum weight of 10 tons will be required to be used. Rollers shall be well maintained in reliable operating conditioa, and be equipped with a functioning water system and scrapers to prevent adhesion of the fresh mix onto the roller drums 4.4 Addtiionol Eauiomeat a) Cleaning Equipment. Power brooms, power blowers, air compressors, water flushing equipment and hand brooms shall be suitable for cleaning the surface and cracks of the old surface. b) Auxiliary Equipment. Water truck, pneumatic tire roller, hand squeegees, shovels, and other equipment as necessary, shall be provided to perform the work. Machine Calibration Each laydown unit to be used in performance of the work shall be calibrated in the presence of the Superintendent prior to construction, or previous calibration documentation covering the exact materials to be used may be acceptable provided they were made during that calendar year. The documentation shall include the individual calibration of each material at various settings, which can be related to the machine's metering devices. Weather Limitations: The Ultrathin Surfacing Course shall not be placed on a wet pavement. The pavement surface temperature and the ambient air temperature shall be not less than 50 ° F at the time of placement_ A 10. damp pavement surface is acceptable for placement if it is free of standing water and favorable weather conditions are expected to follow. Notification and Traffic Control 7.1 Notification All homeowners and business affected by the construction shall be notified one day in advance of the surfacing. This notification shall be in the form ora written posting stating the times and dates that construction is expected on their road. In addition, the Contractor shall check to make sure all homeowners and businesse~ have been notified just prior to application. 7.2 Traffic Control Suitable methods such as ban'icades, flagmen, pilot cars, etc., shall be used to protect the surface from all types of traffic. Any damage to the surface will be the responsibility of the Contractor and shall be corrected by the Conttactor at no expense to the Town. The Superintendent shall give the final approval of the method used to control traffic. The cost of traffic control is included under the unit price bid. Surface Preoaration 8.1 Genergl Manholes, valve boxes and other service entrances will be protected from the surfacing mater/al with plastic or building felt. Reference each for location and adjustment after placement of the wearing 8.2 Clcaning of the Surface Immediately prior to the application of the surfacing mixture, the surface shall be cleaned of all loose material, silt spots, vegetation, and other objectionable material. Any standard cleaning method will be accepted except water flushing will not be permitted. The use of a power broom or tractor-drawn sweeper is recommended for cleaning the surface. The cost to clean the existing surface prior to application of the surface is included under the unit price bid. Stockoile, Storage and Samoling Precautions shall be taken to insure that stockpiles do not become contaminated. The mineral aggregate shall be screened prior to being weighed for job site delivery. This weight shall be done by means of a scale approved by the Superintendent. Storage. The Contractor shall provide suitable storage facilities for the asphalt emulsion. The Contractor shall be equipped to prevent water from entering the emulsion. Suitable heat shall be provided if necessary to prevent freezing. Stockpiling and Storage Location. Materials may be stockpiled at a location to be designated by the Town. The exact location of the storage location shall be designated by a Town representative. The Town assumes no responsibility for theft or damage to material and equipment. Sampling. Samples of materials shall be furnished by the Contractor, as directed by the Superintendent, during the progress of the work. Test reports may be requested from the Contractor as additional materials arrive. Application 10.1 General The Polymer Modified Emulsion Membrane shall be sprayed by a metered mechanical pressure spray bar at a temperature of 120-180°F or as recommended by the Polymex Modified Asphalt Emulsion Membrane supplier. The sprayer shall accurately and continuously monitor the rote of spray and provide a uniform application across the entire width to be overlaid. The Superintendent may make 11, adjustments to the spray rate based upon the existing pavement surface conditions and the recommendations of the Polymer Modified Emulsion Membrane supplier. The hoi'bituminous concrete mixture shall be applied at a temperature of 290-330°F and shall be spread over the Polymer Modified Emulsion Membrane immediately after the application of the Polymer Modified Emulsion Membrane. The hot bituminous wearing course shall be placed over the full width of the Polymer Modified Emulsion Membrane with a heated, combination vibratory-tamping bar seread. The finished wearing course shall have a minimum thickness of ¼ inch for Type A and 5/8 inch for Typo B and Type C. 10.2 Comnactiun Compaction of the wearing course shall consist of a minimum of two passes with a steal double drum asphalt roller of minimum weight of 10 tons, before the material temperature has fallen below 195° F. At no time shall the roller or rollers be allowed to remain stationary- on the freshly places asphalt concrete. Rolling shall immediately follow the pineament of the Ultra, bin Surface Course with an approved asphalt rollex(s). Roller(s) shall be well maintained, in reliable operating condition and be equipped with functioning water system and scrapers to prevent adhesion of the fresh mix onto the roller drums. Adequate roller units shall be supplied so the rolling will be accomplished promptly following the placement of the material. A release agent (added to the water system) may be required to prevent adhesion of the flesh mix to the roller drum and wheels. Rolling shall normally be done in the static mode. The new pavement shall be protected from damage and not be opened to traffic until the rolling operation is complete and the material has cooled below I 10.3 Hand Work Areas, which cannot be reached with the mixing machine, shall be surfaced using hand shovels to provide complete and uniform coverage. The area to be hand worked shall be lightly dampened prior to mix placement. Care shall be exercised to leave no unsightly appearance from handwork. The same type finish as applied by the spreader box shall be required. The Contractor shall protect alt curbs and castings during application of the mixture with a plastic wrap, tape or plywood, or by other means approved by the Superintendent. 10.4 Lines Care shall be taken to insure straight lines along curbs and shoulders. No renoffon these area will be permitted. Lines at intersections will be kept straight to provide a good appearance. 10.5 Exceas Materials Prior to the opening of the roadway to traffic, the Contractor shall clean up all excess materials on a daily basis. Quality Control 11.1Mgteri~l$ The Contractor will permit the Superintendent to take samples of the aggregate asphalt emulsion and hot bituminous concrete mixture to be used in the project at the Superintendent's discretion. Gradation and sand equivalent tests may be mn on the aggregate, residual asphalt content tests on the emulsion, and asphalt content and gradation on the hot bituminous concrete mixture. Test results will be compared to specifications. 11.2 Ultrnthln Snrfachl~ Course Samples of the mixture may be taken daily and may be taken ~Y~rectly from the mixing unit(s). Consistency and residual asphalt content tests may be made on the samples and compared to specifications. The Superintendent may use the recorders and measuring facilities of the unit to determine application rates. 12. The Contractor shall provide a measuring stick with each truck so that the emulsion level may be determined at the beginning end at the end of each truckload. The measuring stick shall be a straight piece of one-inch by two-inch stock lumber whose length is approximately two feet longer then the depth of the emulsion stgrage tank. The Contractor shall provide a laborer to assist the Superintendent in checking the emulsion level at the beginning and end of each truck run. Prior to the start oft,he surfacing operation the Contractor shall, in the presence of the Superintendent, determine the tare weight of the truck end the weight of the truck filled to the water line with the hot bituminous concrete mixture. The measurements taken shall be used to determine the yield of the emulsion end hot mix bituminous concrete mixture per square yard of pavement for each truckload of surfaea placed. The actual yields of the emulsion and hot mix bituminous concrete mixture shall conform to the rates as determined from the approved job mix formula. Failure of the Contractor to cooperate in this quality control procedure will be cause for the rejection of the work performed. 11_3 Non-Compliance If any two successive tests fail on the stockpile material, the job shall be stopped. It is the responsibility of the Contractor, at his own expense to prove to the Superintendent that the conditions have been corrected, lfany two successive tests on the mix from the same machine fail, the use of the machine shall be suspended. It will be the responsibility of the Contractor as his own expense, to prove to the Superintendent that the problems have been corrected end that the machine is working properly. If in the Superintendent's opinion, defective areas warrant removal, the Contractor shall remove and replace those areas at the Contractor's expense with maturials meeting the specification requirements. Measurement and Method of uavment The Ultrathin Surfacing Course shall be measured end paid for by the square yard completed and accepted, as determined by the Superintendent, at the unit price bid for Ultrathin Surface Course Type A, Type B, and Type C. The unit price bid per square yard for this Item shall include all labor, materials, tools, equipment end all incidentals necessary to satisfactorily complete the required work, including application of the mixture, the aggregate and mineral additive, and all other raw materials use in the process, the emulsion end any required mix designs end quality control testing, the preparation and cleaning of the existing surface, maintenenoa end protection of traffic, compaction of the cured surface, laboratory tests end reports. 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. Printname //40~£ ,/-d- ~q ~..',~,'.~,,, ," ' ' ~-""'- Corporate Title (if any) Mailing Address Phone Number BID ON ROAD TREATMENT Itc... # 2 Oil & #6039 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) Joan Ann Weber of Mattituck, in said county, being duly sworn, says that he/she is Principal clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks successively, commencing on the 29th day of April ,2004. CHRISTINA VOLINSKI NOTARY PUBLIC-STATE OF NEW YORK NO. 01-V06105050 Qualified In Suffolk County ~;omml$$fon Expires February 28, 2008 Sworn to before me this 2004 Principal Clerk ¢-~ ~ day of ~ 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 TO: FROM: DATE: RE: FAX TRANSMITTAL CONSTRUCTION INFO - 800 962-0544 DODGE REPORTS 293-5456 BROWN'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 Aoril 29, 2004 "BIDS" ADVERTISEMENT/PUBLICATION Number of Pages (including cover): 2 I£total transmittal is not received, please call 631 765-1800. COMMENTS: Road Treatments 2004 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 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, May 13, 2004, 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 20, 2004 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON APRIL 29, 2004, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971 Copies to the following: Suffolk Times 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 So?thold, New York being duly sworn, says that on the ~ day of ( j~ , 2004, she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk Cotmty, New York, to wit: ToWn Clerk's Bulletin Board, 53095 Main Road, Southold, New York. Road Treatment Bids 2004 Southold Town Clerk Sworn before me thifi~\ , . (hg.~ day of [.~3Lt ~., 2004. LYNDA M. R. OHN IqOTARY PUBLIC, State Of New York No. 01 B©6020932 Qualified in Suifolk County Term Expires March 8, 20 ~ ELIZABETH A. NE~LLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRL~GE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southo]dtown.northfork.net THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 341 OF 2004 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON APRIL 20, 2004: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Town Clerk Elizabeth Neville to advertise for bids for the following road surface treatments for the year 2004 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. 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