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Home My WebLink AboutRoad Treatment - Type II Micro Surfacing ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICEK RECOKDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICEK OF SOplyo~ ~~ • ~~0~ ~~'~OOUNT'i ~,,~' 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 21, 2007 Thomas H Gannon & Sons, Inc PO Box 505 Middle Island, NY 11953 Dear Sirs: Congratulations. At the regular Town Boazd meeting held on May 8, 2007, the Town Boazd accepted the bid of Thomas H Gannon & Sons for "Type II Micro- surfacing" Road Treatment bid. A certified copy of the resolution is enclosed. The bid deposit will be returned to you at the end of the contract. Last yeazs bid deposit is enclosed. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Ens. Town of Southold -Letter • ®~ ~ t a' ~`~~. Board Meeting of May 8, 2007 RESOLUTION 2007-447 ADOPTED Item # 23 DOC ID: 2866 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION N0.2007-447 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MAY 8, 2007: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Thomas H. Gannon & Sons, Inc., for the application of Polymer Modified Emulsified Asphalt Pavement. Type II Micro-Surfacine within the Town of Southold, all in accordance with the bid specifications and Town Attorney, and as follows: Type II Micro-Surfacing $ 1.82 per sq. yd. Truing & Leveling (Type 5 -Shim) $95.00 per ton Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Albert Krupski Jr., Councilman SECONDER: William P. Edwards, Councilman AYES: Evans, Wickham, Ross, Edwards, Russell, Krupski ]r. Generated May 14, 2007 Page 37 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VTTAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER ;r,: <z} 1~,~o~~pF SOUryDlo T 0 ~ ~~ A. ~` ~1~~0UNTV ~~i''i OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING One (1) bid was received: Thomas H. Gannon & Sons, Inc P O Box 505 Middle Island NY 11953 Type II Micro-surfacing #7 Type II Micro-Surfacing $ 1.82 sq yd Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.neL Truing & Leveling (Type 5 -Shim) $95.00 ton ~ ;STATE BANK ~ REMITTER f~ js~ ~0 11909 23a fiOUiE 25P, EPST SETNUI~T, NY 11T53 I ~O~ 17~It ~~ Twos H l FNN+'Jh7 Ce S+]N£: ~ INC i~iF'r' i 1 1? r <.t]O? 5o-t6vzia DATE PAY ORDER OF Ttl4lt9 iJF SOUTHOi_O ~ $ :~Li+o .OUY: ~~~:r~ E~~~:rL~€~~~t~C~~+c~~ o DOLLARS AUTHORIZED SIGNATURE CASHIER'S CHECK '~~ ~~'~-~ ffyl^~"/~ AU„T,~H,O, RgIZED SIGNATURE 11. 100 l 190911' ~:0 2 L40 i6 L 7~: 11.00 2 iB00064u' Type II Micro-Surfacing PROPOSAL FORM DATE: R,o ~~l I $ 2 0 0,'7/ NAME OF BIDDER: N oS f-t G A N~/ o N ~ S o N S, Tk ~. d~c~. ~c~,~~ N _y ~ ~ ~.~ To: SOUTHOLD TOWN BOARD TOWN HALL PO BOX 1179 53095 MAIN ROAD SOUTHOLD, NEW YORK 11971 MEMBERS OF THE BOARD: N;ve.~-.~Tcr..c. deLt.~,,-e (written in words) Per Ton The undersigned as bidder, declazes that the only persons, company, or parties interested in this proposal as principals aze 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 relafing to it, or in any portion of the profit thereof; that he has cazefully examined all project requirements, including bidding requirements, contract, general and special conditions, specifications, and addenda, if any (Note: acknowledgment of addenda and their dates must be included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed work, and by such other means as he may have chosen, as to the conditions and requirements of the work; and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not provided by the Town (See Specifications) and to perform all the work required to construct, perform and complete the specified work; and that he will start the work as directed by the Town, he will accept, in full payment thereof as listed below: BID ON TYPE "II" MICRO-SURFACING OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED CUMULATIVE "UNIT PRICE" OF: TYPE II MICRO-SURFACING ~hP o(,LLnr ~q%~i -~~ c~-~ (written in words) Per Sq. Yd. "~/_ ~ z. (written in numbers) Per Sq. Yd. TRUING & LEVELING (Type 5 -Shim) Calendar Yeaz 2007 Item # 7 NOTE: All items listed herein must be bid. Failure to bid any item will be grounds for disqualification. ~qS. 00 (written in numbers) Per Ton Type II Micro-Surfacing Item # 7 Calendar Yeaz 2007 And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fail or neglect to enter into a Contract pursuant to such proposal and to the requirements of the Town, shall have been deposited in the mail addressed to him at the address given in the proposal, that he shall be considered to have abandoned the contract. We the undersigned, further agree that this proposal shall be reviewed by the Town to correct any deficiencies in the proposed scope of work and, if no corrections are necessary, further agree that this proposal is a formal bid and shall remain in effect for a period of forty-five (45) days, the Town will accept or reject this proposal or by mutual agreement may extend this time period. Signature of Bidder: Business Address: m; ~dz~ zs,~ ~,d ~_y. ~ ~ 9s~ Telephone Number: ~ 3 1 - ~ `~ 6 - `~ 7 9 $ Date: ~ ~ / $ ~ ~ /_v /uux ~7 vo Type II Micro-Surfacing Item # 7 Calendaz Yeaz 2007 1. DESCRIPTION Bids aze 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 aze considered an estimate only and may not be the quantity of material that will actually be required by the Town for the calendaz 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. A¢ereeate. 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 Type II Micro-Surfacing Item # 7 Calendar Year 2007 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 requirements Test Quality Specification AASHTO T176 Sand Equivalent 60 min. ASTM D2419 AASHTO T104 Soundness 15% max. using ASTM C88 NA2 S04 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. Gradine. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO Tl l - (ASTM C 117), the target mix design or aggregate gradation shall meet the following: Type II Aggregate Sieve Site Percent Passine Sieve Size Percent Passine 3/8" 100 #30 30 - 50 (+/- 5%) #4 90 - 100 (+/- 5%) #50 18 - 30 (+/- 4%) #8 65-90 (+/-5%) #100 10 - 21 (+/- 3%) #16 45-70 (+/-5%) #200 5 - 15 (+/- 2%) Water. The water shall be potable and shall be free of harmful soluble salts. Polymer Modifier. The Polymer Modifier shall be milled into the asphalt emulsion. The emulsified asphalt shall be so formulated that when the paving mixture is applied at a thickness of one (1) inch with the relative humidity at not more than 50 % and the ambient air temperature of at least 75 degrees F., the material will cure sufficiently so that rolling traffic can be allowed in one (1) hour with no damage to the surface, as verified by the engineer. Mineral Filler. The mineral filler shall be any recognized brand of non-air entrained 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. Type II Micro-Surfacing Item # 7 Calendaz Yeaz 2007 3. GENERAL REQUIREMENTS: Truine & Levelin¢ 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 Squaze Yazd prior to placement of pavement. After placement, the Asphalt Concrete Materials 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. Mia Desien. 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 aze 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 - 5% to 9% by dry weight of aggregate Mineral Additive - 0.5% to 3% by dry weight of aggregate Polymer Based Modifier -minimum 3% solids based on bitumen weight content Field Control Additive - As needed to provide specified properties Water - As needed to provide proper consistency Rate of Aaalication. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Squaze Yard. Equipment. All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Descriptive information of the mixing and application equipment to be used shall be submitted for approval not less than 10 days before work starts. (a.) Mixing Equipment -The material shall be mixed by a mixing machine which shall be a continuous-flow mixing unit able to accurately deliver and proportion the aggregate, emulsified asphalt, mineral filler, field control additive and water to a revolving multi-blade mixer and Type II Micro-Surfacing Item # 7 Calendaz Yeaz 2007 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 mazked. They shall be accessible for ready calibration and to be equipped with a revolution counter or similaz 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 reaz 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 teazs 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 aze 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. 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 Type II Micro-Surfacing Item # 7 Calendaz Year 2007 mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of material shall be carried in all parts of the spreader at all times so that a complete coverage is obtained. Overloading of the spreader box should be avoided. No lumping, bailing, or unmixed aggregate shall be permitted. No streaks, such as those caused by oversized aggregate, will be left in the finished surface. If excess oversize develops, the job will be stopped until the contractor proves to the engineer that the situation has been corrected. No excess build-up, uncovered azeas 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 azea 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. The 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 engineer's discretion. Gradation and sand equivalent tests may be run on the aggregate and residual asphalt tests on the emulsion. Test results will be compazed 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 test 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 vehiculaz and pedestrian traffic associated with this work. Opening to traffic does not constitute acceptance of the work. The contractor shall also be responsible for providing all signage and traffic control during this 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. Qualifications. The contractor shall have or be associated with a company that has a minimum of three years experience in the application ofmicro-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: 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. Type II Micro-Surfacing Item # 7 Calendaz Yeaz 2007 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 squaze yards applied and a reference name and telephone number. * Note: Any and all exceptions or substitutions to the specifications contained herein must be listed separately and included within the contractors formal bid proposal. END OF SPECIFICATION: Type II Micro-Surfacing completed by each Bidder) Item # 7 Calendaz Yeaz 2007 In accordance with Section 103-d General Municipal Law, effective September 1, 1966, every bid or proposal hereafter made to a political subdivision of the State of any public department, agency, or official thereof or to a fore district or any agency or official thereof for work or services performed or to be performed or goods sold or to be sold, shall contain the following statement subscribed to by the bidder and affirmed by such bidder as true under the penalties of perjury; non-collusive bidding certification. A. By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: (1) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or any competitor. (2) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor. (3) No attempt has been made or will be made by the bidder to induce any other person, partnership, or corporation to submit or not to submit a bid for the purpose of restricting competition. B. The person signing this bid or proposal certifies that he has fully informed himself regazding the accuracy of the statements contained in this certification, and under the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the bidder, as well as the person signing in its behalf. C. That attached hereto (if a corporate bidder) is a certified copy of resolution authorizing the execution of this certificate by the signature of this bid or proposal on behalf of the corporate bidder. RESOLUTION Resolved that 7'NOm~S ~ G,q NNO N TiZ of the (Name of signatory) /Nos, fl. GR i/ No H ANd S'o iwS .%.~c_ Be authorized to sign and submit the bid (Name of Corporation) Type II Micro-Surfacing Or proposal of this corporation for the following Project: Item # 7 Calendaz Year 2007 Item #7 TYPE "Il" MICRO-SURFACING Peconic Lane, Peconic, New York 11958 and to include in such bid or proposal the certificate as to non-collusion required by section one- hundred-three-d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or miss-statements in such certificate this corporate bidder shall be liable under the penalties of perjury. The. foregoing is true and correct copy of the resolution adopted by_"rNOS. !-~. GAN,v dN t Su.~s -~-c corporation at a meeting of the Boazd of Directors, held on the / Qi day of Al'r~ (, , 20 07 . (SEAL OF THE CORPORATION) Laws of New York, 1965 Ch. 751, Sec. 103-d, as amended & ~----~_ Q~ r~,~~-~~~ effective on September 1, 1965. Signature ~~o~ . ~ ~u~~o~ u~d So,~~, ~~~. P.O. BOX 505 MIDDLE ISLAND, N.Y. 11953 (631) 696-8798 Fax (631) 696-0892 April 18,2007 Mr. Peter Harris Superintendent of Highways Town of Southold Peconic Lane Peconic, NY Dear Mr. Harris: The following represents microsurfacing projects completed within the last three years: Town of Babylon 850,000 s.y. Town of Brookhaven 500,000 s.y. Town of Southampton 150,000 s.y Town of East Hampton 250,000 s.y Town of Islip 350,000 s.y Philip Berdolt 957-3167 John Rouse 451-9200 William Masterson 728-3600 Christopher Russo 324-0925 John Petito, Jr. 224-5623 Very truly yours, Thomas H. Gannon, Jr. President SanMaterial~ January 8, 2007 Tom Gannon Thomas H. Gannon & Sons '15 Cedarhurst Avenue Medford, NY 11763 Dear Tom: This letter is to state that bituminous material meeting microsurfacing (Ralumac) specifications will be manufactured by SemMaterials, L,P. for Thomas H. Gannon & Sons during the year 2007. It is understood and agreed that SemMaterials 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, SemMaterials, L.P. --.-~~~ Tim Montag Technical Marketing Eastern Region 3847 Pottsville Pike • Reading, PA 19605-1723 • Tel. 610.921.0271 • Fax. 610.921.1477 • wwwsemgrouplp.com SemMaterials, LP., a Member of SemGroup, L.P. SemMa~ea Is~ nrYted: 02/07/2007 10:01 AM Certificate of Anal sis 2006.0057.20164 Semple M: 2006.0057.20184 Spgomcauon: DE,MA,ME,NJ,PA - Spec Comp Product: i2ALUMAC Analysla $Ite: READING, PA Sampled Oaoe: 7 a1812008 Sent ey: READING, PA Tested Data: 10!18/2008 Callactlon Polnb Tank Test Parameter Result / uoM Agency MIn Agency Max __N:.w\ Glwow„ u - P..-r~~...- _ Batch M 13tt31 fi Tdnk 8 tk80 Gallons 12000.0 ~~l1TA\ T CO OY UIil111pN~N, wTV \,v+vr, • ~~ 15 0 Tlme held at 2000 15.0 min . DietlBBBon rosfdue, 2000 C 63.0 % 62.0 Volume % oY dlatilhte, 2000 D.0 % Saybolt-Furor Viscosity, 25C (AASHTO) -T 59.97 YawedY 25C 42afe 20 100 Penetration Distill. Residue 25C,100g, 5aec (AASHTO) -T 49,87 Porntnltion 4225°G C BB dmm 40 90 Sieve (AASHTO) - T 597 Slew c 0.02 % _ 0.10 ..\ r ce~T Unitweight, 25C C 8.3@5 b/gal UnR weight 16C C 8.405 Ib/981 Emulalnn Spedac gravfry, 25C C 1.00 Softening POIM (Rae) - Distlllafton Residue -T 53-96 Avg SoftenNg Pofnt Tamp C 60.4 C 80.0 Test data reported herein has been secured by reliable testing procedures. AS we have no knowledge of, or control over, the conditions that may affect the use of material from which the samples were taken, we aSSUme no respOnsibllity in famishing this data other than to warrant that they represent reliable measurements of the properties of the sample received and tested. Certfied by' Date' Page 1 of 1 SemMaterials~ Micro-Surfacing Design Date: 03/30/2006 Project: Long Island Contractor: Thomas Gannon Agency: NY DOT Materials Aggregate Source: Prima Contracting Rock Type: Asphalt Emulsion Seuroe: SemMateria!s, L.P. 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. Aggregate Sieve Analysis % Passing Type II Microsurfacing Stockpile To_ lerance Sieve % Passin w/1.0% Filler Min Max Min Max 1/2" 12.5mm 100.0% 100.0% 100% 100% 100.0% 100.0% 3/8 9.5mm 100.0% 100.0% 100% 100% 100.0% 100.0% #4 4.75 mm 97.9°/a 97.9% 90% 100% 92.9% 1_00.0% #8 2.38mm 84.6% 84.8% 65% 90% 79.6% 89.6% #16 1.18mm) 68.8% 69.1% 45% 70% 63.8% 70.0% #30 (600µm) 49.1% 49.6% 30% 50% 44.1% 50.0% #50 (300µm) 26.6% 27.3% 18% 30% 22.6% 30.0% nr1 r µ ~ ~09?,0 14.fi/a _ 10% 21%u 10.`.3% 169% #200 (75µm) 9.3% 10.2% 5% 15% 7.3% 11.3% Specification Test Method Min Max Sand Equivalence: 75 65 - AASHTO T 176 P.O. Box 3619 • Terre Haute, IN 47803-0619 • T°I. 812232.0421 • Fax. 812235.1144 • www.semgrouplpcon~ SemMaterials, L.P., a Member of SemGroup, L.P. Field Simulation Tests Cohesion: 30 min. 60 min. Wet Track Abrasion Test: 1 hour soak 6 day soak LWT Sand Adhesion: Boiling Water Stripping: Lateral Displacement: Gsb 1000 cycles Classification Compatibility: Trial Mix Time 25°C: r~ Specification Test Method Min Max 15 kg-cm 12 kg-cm - ISSA TB 139 20 kg-cm 20 kg-cm - 507 g/m2 - 538 g/m~ ISSA TB-100 344 g/mz - 807 g/m2 237 - 538 g/m2 ISSA TB 109 100% 90% - ISSA TB 114 1.1 % - 5% ISSA TB 147 1.899 - 2.1 12 11 - 240 120 sec - ISSA TB-113 Interpretation of Results and Job Mix Formula Mineral Filler Total Water Field Control Additive" CSS-1h Latex Modified Emulsion Residual Content of Emulsion Residual Asphalt in Mix Desi n Minimum Maximum 1.0% 0.75% 1.5% 8.0% 8.0% 11.0% 0.50% 0% 4.00% 12.0% 11.0% 13.0% 64.4% 62.0% - 7.7% 6.8% 8.4% ~~" 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 t' / Alan C. Brooker Design Engineer #8316 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) ~~ Dina Mac Donald 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 week(s), successively, commencing on the 5~' day of April, 2007. ~rJ \~X~ Principal Clerk Sworn to before me this ~ ~ day of 2007 CH~OLINSKI NOTARY PUBLIC-51A1E QF NEW YORK No. Ql-4'061tld08tl Aval,ft0a u, Sutroik Caunty Corr.^.,iaeion Explree February 28, 2008 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 aze 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. Type 6 Asphalt (town pick up) 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 aNon-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, PO Box 1179, 53095 Main Road, Southold, New York, until 10:00 A.M., Thursday, April 19, 2007, 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: Mazch 27, 2007 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON APRIL 5, 2007, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971 Copies to the following: Town Board Members Superintendent of Highways Harris Dodge Reports Burrelle's Information Services Town Clerk's Bulletin Boazd Town Attorney John Cushman, Comptroller Brown's Letters Construction Data 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 , 2007, 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 County, New York, to wit: Town Clerk's Bulletin Board, 53095 Main Road, Southold, New York. Bid Item #8 4/19/07 10:00 AM lizabeth A. Nevin Southold Town Clerk Sworn before e this day o, 2007. otary Public LYNDA M. BOHN NOTARY PUBLIC, State of New York No. 01606020932 Qualified In Suffolk Coun Term Expires March 8, 20 ~,. Type II Micro-Surfacing. • Item # 7 Calendar Year 2007 ITEM N0.7 SPECIFICATIONS FOR THE PURCHASE & APPLICATION OF ASPHALT ROAD MATERIALS 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. Type II Micro-Surfacing. • Item # 7 Calendaz Yeaz 2007 INSTRUCTIONS TO BIDDERS A. PROPOSALS Proposals must be made in strict accordance with the "Proposal Form" provided. The Proposal form shall not be detached from the bid package. Failure to comply with this requirement will constitute grounds for rejection of the bid subject to the digression of the Highway Superintendent. Any and all exceptions to the specifications shall be listed on a sepazate sheet bearing the designation: 'Exceptions to the Specifications", and attached to the Bid Form. Each proposal must be signed in writing with the full name and address of bidder. The bidders shall write in ink, both in words & numerals, the price for which he proposed to furnish all materials, plant, equipment, tools, shoring or bracing, or other facilities, & to perform all labor and services necessazy for the proper completion of the work in strict accordance with the plans and specifications, and subject at all times to the approval of the Highway Superintendent. Proposals, together with the entire bid package, shall be delivered enclosed in an opaque sealed envelope and shall be addressed as indicated on Invitation to Bid. The envelope shall be marked "Proposal" bearing the title of work and the Bidders Name. Bidders may bid on one or any combination of items listed on the proposal sheet. No proposal shall be considered which has not been received by the Southold Town Clerk prior to the hour and date stated. B. PROPOSAL GUARANTY A proposal will not be accepted or considered unless accompanied by a guazanty in the form of a bid bond or certified check in the amount of one hundred ($ 100) dollars payable to the Town of Southold. As soon as the proposal prices have been compazed, the Owner shall return the bidder's bond or the certified checks accompanying such proposals as, in his judgment, would not likely be involved in making the awazd. All other proposal quantities will be held until the contract and contract bond have been executed after which they will be released or returned to the respective bidders whose proposals they accorpanied. C. OMISSIONS AND DISCREPANCIES Bidders should carefully examine the specifications and fully inform .themselves of all conditions and matters which can in any way affect the work or the cost thereof. Should a bidder find discrepancies in or omissions from the specifications, or other documents or should he be in doubt as to their meaning, he should at once notify the Highway Superintendent who may issue a written instruction to all bidders. Type II Micro-Surfacing. • Item # 7 Calendaz Year 2007 D. PUBLIC OPENING OF PROPOSALS Proposals will be opened and read publicly at the time and place indicated in the Invitation for Bids. Bidders, authorized agents, and other interested parties are invited to be present. E. AWARD OF CONTRACT Awazd of contract will be made as soon as practical. The Superintendent of Highways reserves the fight to make awazds by items, or as a whole, or not at all, whichever the Superintendent deems to be in the best interest of the Town. A contract may be awarded to a responsible bidder other than the lowest money bidder, if it is in the best interest of the Town. No bid may be withdrawn after scheduled closing time for receipt of bids for a period of 45 days pending execution of a contract by successful bidder. The competency and responsibility of the bidder and his sub-contractors will be considered in making, the award. The Town reserves the right to waive any technical error, to accept any bid, or to reject any or all bids. The contract form will be a Standard form of Agreement between Owner and Contractor. The Town will either award the project or reject all proposals received within forty-five (45) days after formal opening of proposals. Acceptance of a proposal will be a written notice signed by the Town Clerk & no other act shall constitute the acceptance of a proposal. F. WITHDRAWALS OF PROPOSALS Any bidder upon his or her authorized representative's written request presented not later than the hour set for the opening thereof, will be given permission to withdraw his proposal. At the time of opening the proposals, when such proposals aze reached, it will be returned to him unread. G. REJECTION OF PROPOSALS The Town reserves the right to waive any technical error and to reject any and/or all proposals. Without limiting the generality of the foregoing, any proposal which in incomplete, obscure, or irregular may be rejected; any proposal accompanied by an insufficient or irregular certified check or bidder's bond bay be rejected, any proposal having interlineations, erasure or corrections may be rejected. The Town also reserves the fight to reject any bid if the evidence submitted in the qualification statement or an investigation of such bidder fails to satisfy the Town that such bidder is property qualified to carry out the obligations of the contract and to complete the work contemplated therein. Conditional bids will not be accepted. H. PLANT & EQUIPMENT The bidder shall State in his bid that be has available or under his control, plant and equipment of the character and in the amount required to complete the proposed work within the specific time. Type II Micro-Surfacing. • Item # 7 Calendar Year 2007 I TIME FOR EXECUTION OF CONTRACT Any bidder whose proposal shall be accepted will' be required to appear before the Town in person; or if a firm or corporation, a duly authorized representative shall so appear, and execute six (6) copies of the Contract and furnish satisfactory Performance and Payment Bond within ten (10) days after notice that the Contract has been awazded to him. Failure to execute Contract shall constitute a breach of the agreement effected by the acceptance of the Proposal The damages to the Town for such breach will include loss from interference with his construction program and other items, the accurate amount of which it will be difficult or impossible to compute. The amount of the certified check or bidder's bond accompanying the Proposal of such bidder shall be retained by the Town, not as a penalty, but as liquidated damages for such breach. In the event any bidder whose proposal shall, be accepted shall fail or refuse to execute the Contract as herein before provided, the Town may, at there option, determine that such bidder has abandoned the Contract, and thereupon, his proposal and acceptance thereof shall be null and void, and the Town shall be entitled to liquidated damages as above provided. J. PREVAILING WAGE RATES The New York State Department of Labor's Prevailing Wage Rate Schedules are part of this Contract. The Contractor is responsible for being familiaz with the latest available schedules. Type II Micro-Surfacing. • Item # 7 Calendar Yeaz 2007 The Contractor shall not commence any work until he has obtained, and had approved by the Town of Southold, all of the insurance that is required under this contract which has been enumerated herein: COMPENSATION INSURANCE: Public Liability and Property Damage Insurance Contractor's Protective Liability and Property Damage Insurance Owner's Protective Public Liability and Property Damage Insurance The Contractor shall not permit any subcontractor to commence any operation of the site until satisfactory proof of carriage of the above required insurance has been posted with and approved by the Owner. Compensation Insurance: The Contractor shall take out and maintain during the life of this Contract, Workmen's Compensation Insurance for all his employees employed at the site of the project, and in case of any of the work being sublet, the Contractor shall require all subcontractors similazly to provide Workmen's Compensation Insurance for all of the Tatter's employees unless such employees aze covered by the protection afforded by the Contractor. Public Liability and Property Damaee Insurance: The Contractor shall take out and maintain during the life of this Contract such Public Liability and Property Damage Insurance as shall protect him and any subcontractor performing work covered by this Contract from claims for damages four personal injury including accidental death as well as from claims for property damage which may azise from operations under this Contract, whether such operations be by himself or by any subcontractor, to by anyone directly or indirectly employed by either of them, and the amounts of such insurance shall be as follows: Public Liability Insurance in an amount of not less than One Million Dollars ($1,000,000.00) for bodily injuries, including wrongful death to each person and subject to the same limit for each person in an amount not less that One Million Dollars. ($1,000,000.00) on account of each accident. Property Damage Insurance in an amount not less than One Million Dollars ($1,000,000.00) for damages on account of each accident and in an amount of not less than One Million Dollars ($1,000,000.00) for damages on account of all accidents. Liability and Proaerty Damaee Insurance: The above policies for Public Liability and Property Damage Insurance must be so written to include Contractor's Protective Liability and Property Damage insurance to protect the Contractor against claims arising from the operations of a subcontractor. The policies shall also name the Town of Southold as an additional insured. Owner's Protective Public Liability and Proaerty Damaee Insurance: The Contractor shall furnish to the Owner, with respect to the operations he or any of his subcontractors perform a regulaz Protective Public Liability Insurance Policy for, and in behalf of the Owner, providing Type II Micro-Surfacing • Item # 7 Calendaz Year 2007 for a limit of not less than One Million Dollazs ($1,000,000.00) for all damages arising out of bodily injuries to, or death of, one person and subject to that limit for each person, a total limit of One Million Dollazs ($1,000,000.00) for all damages azising out of bodily injuries to, or death of, two or more persons in any one accident; and regulaz Protective Property Dama¢e Insurance providing for a limit of not less than One Million Dollars ($1,000,000.00) for damages arising out of injury to, or destruction of, property in any one accident and subject to that limit per accident, a total (or aggregate limit of Two Million Dollars ($ 2,000,000.00) for all damages azising out of injury to, or destruction of, property during the policy period. This insurance must fully cover the legal liability of the Owner. The coverage provided under his policy must not be affected if the Owner performs work in connection with the project either for or in cooperation with the Contractor or as an aid thereto whether the same be a part of the Contract or separate therefrom, by means of its own employees or agents or if the Owner directs or supervises the work to be performed by the Contractor. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with certificates of each insurer insuring the Contractor of any subcontractor under this Contract except with respect to part D. As listed above. In respect to this pazagraph, the Contractor shall fiunish the Owner with the original insurance policy. Both certificates, as furnished, and the insurance policy, as required, shall beaz the policy numbers, the expiration date of the policy and the limits of liability there under. Both the certificates and the policy shall be endorsed to provide the Owner with any notice of cancellation or non-renewal. Type II Micro-Surfacing • Item # 7 Calendar Year 2007 PROPOSAL FORM DATE: NAME OF BIDDER: TO: SOUTHOLD TOWN BOARD TOWN HALL PO BOX 1179 53095 MAIN ROAD SOUTHOLD, NEW YORK 11971 MEMBERS OF THE BOARD: NOTE: All items listed herein must be bid. Failure to bid any item will be grounds for disqualification. 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 CUMULATIVE "UNIT PRICE" OF: TYPE II MICRO-SURFACING (written in words) Per Sq. Yd. (written in numbers) Per Sq. Yd. TRUING & LEVELING (Type 5 -Shim) (written in words) Per Ton (written in numbers) Per Ton Type II Micro-Surfacing. • Item # 7 Calendar Year 2007 And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fail or neglect to enter into a Contract pursuant to such proposal and to the requirements of the Town, shall have been deposited in the mail addressed to him at the address given in the proposal, that he shall be considered to have abandoned the contract. We the undersigned, further agree that this proposal shall be reviewed by the Town to correct any deficiencies in the proposed scope of work and, if no corrections are necessary, further agree that this proposal is a formal bid and shall remain in effect for a period of forty-five (45) days, the Town will accept or reject this proposal or by mutual agreement may extend this time period. Signature of Bidder: Business Address: Telephone Number: Date: Type II Micro-Surfacing. • Item # 7 Calendaz Year 2007 1. DESCRIPTION Bids aze requested for the purchase and application of a Polymer Modified Asphalt Pavement Course to fill ruts or provide a weazing 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 are considered an estimate only and may not be the quantity of material that will actually be required by the Town for the calendar year. 2. MATERIALS EmulsiSed Asphalt. The emulsified Asphalt shall be a quick-set polymer modified CSS-1 H 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. A¢ere¢ate. 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 Type II Micro-Surfacing • Item # 7 Calendaz Yeaz 2007 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 requirements Test Quality Specification AASHTO T176 Sand Equivalent 60 min. ASTM D2419 AASHTO T104 Soundness 15%max. using ASTM C88 NA2 SO4 or 25% max. using MgSO4 AASHTO T96 Abrasion 30% max. ASTM C131 Resistance Abrasion tests shall be run on the aggregate before it is crushed. All aggregate shall meet New York State approved polishing values. Gradine. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO Tl l - (ASTM C 117), the target mix design or aggregate gradation shall meet the following: Type II Aggregate Sieve Size Percent Passive Sieve Size Percent Passin¢ 3/8" 100 #30 30 - 50 (+/- 5%) #4 90 - 100 (+/- 5%) #50 18 - 30 (+/- 4%) #8 65-90 (+/-5%) #100 10 - 21 (+/- 3%) #16 45-70 (+/-5%) #200 5 - 15 (+/- 2%) Water. The water shall be potable and shall be free of harmful soluble salts. Polvmer 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. Mineral Filler. The mineral filler shall be any recognized brand of non-air entrained 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. Type II Micro-Surfacing. • Item # 7 Calendar Yeaz 2007 3. GENERAL REQUIREMENTS: Truine & 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 Squaze Yazd prior to placement of pavement. After placement, the Asphalt Concrete Materials 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 Desien. 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 - 5% to 9% by dry weight of aggregate Mineral Additive - 0.5% to 3% by dry weight of aggregate Polymer Based Modifier -minimum 3% solids based on bitumen weight content Field Control Additive - As needed to provide specified properties Water - As needed to provide proper consistency Rate of Aaalication. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Squaze Yard. Eauipment. All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Descriptive information of the mixing and application equipment to be used shall be submitted for approval not less than 10 days before work starts. (a.) Mixing Equipment -The material shall be mixed by a mixing machine which shall be a continuous-flow mixing unit able to accurately deliver and proportion the aggregate, emulsified asphalt, mineral filler, field control additive and water to a revolving multi-blade mixer and Type II Micro-Surfacing. • Item # 7 Calendar Year 2007 dischazge 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 mazked. 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 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 in•egulazities and leave a uniform skid-resistant surface without causing skips, lumps or teazs in the finished surface. (e.) Auxiliazy 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. Surface Prenarations. 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 appazent flowing water in front of the box. The surfacing Type II Micro-Surfacing. • Item # 7 Calendar Yeaz 2007 mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of material shall be carried in all parts of the spreader at all times so that a complete coverage is obtained. Overloading of the spreader box should be avoided. No lumping, bailing, or unmixed aggregate shall be permitted. No streaks, such as those caused by oversized aggregate, will be left in the finished surface. If excess oversize develops, the job will be stopped until the contractor proves to the engineer that the situation has been corrected. No excess build-up, uncovered areas or unsightly appeazances 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 azea 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. The 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 engineer's discretion. Gradation and sand equivalent tests may be run on the aggregate and residual asphalt tests on the emulsion. Test results will be compazed 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 test 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 vehiculaz and pedestrian traffic associated with this work. Opening to traffic does not constitute acceptance of the work. The contractor shall also be responsible for providing all signage and traffic control during this work. Method of Payment. The quantity to be paid for under this item shall be the number of squaze yards of pavement covered in accordance with the specification. Qualifications. The contractor shall have or be associated with a company that has a minimum of three years experience in the application ofmicro-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: 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. Type II Micro-Surfacing. • Item # 7 Calendar Year 2007 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 sepazately and included within the contractors formal bid proposal. END OF SPECIFICATION: Type II Micro-Surfacing. (To be each Bidder) • Item # 7 Calendaz Year 2007 In accordance with Section 103-d General Municipal Law, effective September 1, 1966, every bid or proposal hereafter made to a political subdivision of the State of any public department, agency, or official thereof or to a fore district or any agency or official thereof for work or services performed or to be performed or goods sold or to be sold, shall contain the following statement subscribed to by the bidder and affirmed by such bidder as true under the penalties of perjury; non-collusive bidding certification. A. By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: (1) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or any competitor. (2) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor. (3) No attempt has been made or will be made by the bidder to induce any other person, partnership, or corporation to submit or not to submit a bid for the purpose of restricting competition. B. The person signing this bid or proposal certifies that he has fully informed himself regazding the accuracy of the statements contained in this certification, and under the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the bidder, as well as the person signing in its behalf. C. That attached hereto (if a corporate bidder)is a certified copy of resolution authorizing the execution of this certificate by the signature of this bid or proposal on behalf of the corporate bidder. RESOLUTION Resolved that (Name of signatory) (Name of Corporation) of the Be authorized to sign and submit the bid Type II Micro-Surfacing. • Item # 7 Calendar Year 2007 Or proposal of this corporation for the following Project: Item #7 TYPE "Il" MICRO-SURFACING Peconic Lane, Peconic, New York 11958 and to include in such bid or proposal the certificate as to non-collusion required by section one- hundred-three-d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or miss-statements in such certificate this corporate bidder shall be liable under the penalties of perjury. The foregoing is true and correct copy of the resolution adopted by corporation at a meeting of the Board of Directors, held on the of 20 (SEAL OF THE CORPORATION) Laws of New York, 1965 Ch. 751, Sec. 103-d, as amended & effective on September 1, 1965. day Signature Town of Southold -Lett ~~~~ ;~e Bo~lvleeting of March 27, 2007 RESOLUTION 2007-326 Item # 30 DOC ID: 2751 ADOPTED THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION N0.2007-326 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MARCH 27, 2007: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Towa Clerk to advertise for various road treatment bids for the calendar ear 2007. .~!"~ Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Daniel C. Ross, Councilman SECONDER: Louisa P. Evans, Justice AYES: Evans, Wickham, Ross, Edwards, Russell, Krupski ]r. Generated March 30, 2007 Page 47