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HomeMy WebLinkAboutAsphalt ( Microsurfacing) . . JUDITH T. TERRY TOWN CLERK 1<r;GISTRAR OF VITAL SfAl1STICS MARRIAGE OFFICEr< !<r;COIWS MANAGEMENT OFFICER il<r;EDOM OF INFORMATION OFFICER "':.._'.. Town Hall. 53095 Main Road P.O. Box 1179 Southold. New York 11971 Fax (516) 765.182, Telephone (516) 765.IROl OFFICE OF THE TOWN CLERK TOWN OF SOlJTIIOLD August 4, 1994 Thomas H. Gannon, Jr., President Thos. H. Gannon and Sons, Inc. P.O. Box 505 Middle Island, New York 11953 Dear Mr. Gannon: I am in receipt of the requested Certificate of Liability Insurance. Thank you for sending it so promptly. Enclosed is your $3,600.00 bid deposit check. Very truly yours, . -.' -c-'~T' '. ~ .,~-?- / /CA.[('0;:- ../?v / (; Judith T. Tel'ry J Southold Town Clerk Enclosure . . ~_~~- DA';~h(;~~~~ ~s~~-~-~;~~~~~~I[;~_~~=_:-'c~--~ E;~";~";~;;':_-~W-__'i~"""~"'---_.-___-i_~=~___C_-~-- I=~~~"__.'__-"{~,_-__C__"d=,"-__~__~:( - -----,~~--~-~ -l ,-- -----,,------ - --, .-- THOS. H. GANNON & SONS. INC. 15 q 6 I ~ I: I .--- il YABLE AS ORIGINALLY DRAWN , --1- [I WHEN PROPERLY ENDORSED :, i~ ===r ~:;;;;*3 ; 60C~4~_~~;4 *.. _____"t__F( 19.!i!/ 12~B87 I "'tOTAL OF INvOICES PI('( ~CA~ .: CCo" % D'5COUNT 11___ _,~- E~;wa:~~~p Bf!j~SC){!.jhM.._- (d..d____~ $6 %.3 t.. 0 () . 0 () 6 LESS ,'HEIGH'T __, . ~ I : CC5:;T-A::-;;;~=;nO'::-:1 ' _!~~~i~~~.J2C:~ S./~ .-.. W)d",~ f}I1.l __~6>oLLARS 1: A'-^OL.."'T or CHECK 'r\\:r"'1 Cenlrallslip,NY 11722 ~ " lI'OO~51,bll' 1:02800~1,8'l1: 11'901,75721;711' i; l<&""_ -- -:- ----- _~...~..:.:.-:;,. __~~~~~,,~~:;..."~...,.......- -_-:~_~~~_:;'~:-~--_._-::'-'"';,~,",~::~I'""-"'_~~~!1J,; !iJ"__::.;"'!~::;_::.re.,,"'.'W.'~JJ'_m___" ,\-.~~,:...._~::'~'~--~~"'~ .l! At:nmt. 08/02/94 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE ICHAEL J ROMEO & SONS 237 ROUTE 112 SUITE 3 EDFORD NY 11 7 6 3 INSURED COMPANY LETTER COMPANY LETTER A AETNA C&S B FARMINGTON CASUALTY COMP HOMAS H. GANNON & SONS NC. .0. BOX 505 IDDLE ISLAND, NY 11953 COMPANY C :\;Ff) LETTER COMPANY D LETTER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOlWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICAtE MAY BE ISSUED OR MAY PERTAIN A THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLl"IES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COMPANY E /"'!'f'( POUey EFFECTIVE POuey EXPIRATION TYPE OF INSURANCE POuey NUMBER UMITS ATE (MMIDDIYY) DATE (MMIDDIYY) 073ACM23357080 8/07/93 8/07/94 GENERAL AGGREGATE . 1 000 MMERCIAL GENERAL UAB1LTTY PRODUCTS-COMP/OP AGG. . 1 000 LAlMS MADE [iJOCCUA. PERSONAL & ADV. INJURY . 500 OWNER'S & CONTRACTOR'S PAOT. EACH-OCCURRENCE . 500 FIRE DAMAGE (Anyone fire) . 50 MEO.EXP. (Anyone person) . 073FJ0023357084 8/07/93 8/07/94 COMBINED SINGLE Y AUTO UMIT All.. OWNED AUTOS BODILY INJURY (Par person) . BODllY!NJURY (Peraccidenl) . PROPERTY DAMAGE 073XS23357748 8/07/93 8/07/94 EACH OCCURRENCE WORKER'S CONlPENSAnON 073C0024174136 1/24/94 8/07/94 EACH ACCIDENT . AND DISEASE-POUCY UMIT . EMPLOYERS' UABIUTY DISEASE-EACH EMPLOYEE . OTHER DESCRIPTION OF OPERAnONSlLOCAnONS/VEHICLESlSPECIAL ITEMS S RESPECTS JOB: SUPPLY AND APPLY LATEX MODIFIED PAVEMENT COURSE (MICRO-SURFACING) FOR THE HIGHWAY DEPARTMENT *TOWN OF SOUTHOLD IS DDITIONAL INSURED-GENERAL LIABILITY. TOWN OF SOUTHOLD OFFICE OF THE TOWN CLERK 53095 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL...3..0..- DAYS WRmEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE C MPANY, ITS ENTS OR REPRESENTATIVES. AUTHORIZED R TA VE . . JUDITH T. TERRY TOWN CLERK Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 REGISTRAR OF VITAL STA11STICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER " OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 29, 1994 Thomas H. Gannon, Jr., President Thos. H. Gannon and Sons, Inc. P.O. Box 505 Middle Island, New York 11953 Dear Mr. Gannon: We are required to maintain Certificates of Insurance from vendors who are providing a service to the Town of Southold. The Town Board awarded you the bid to supply and apply Latex Modified Pavement Course (Micro-surfacing) for the Highway Department. Please supply me with a One Million Dollar (minimum) Certificate of Liability Insurance naming the Town of Southold as an additional insured as soon as possible. Upon receipt of the proper certificate your $3,600.00 bid bond will be returned to you. Thank you. Very truly yours, ~~ Judith T. Terry Southold Town Clerk cc: Supt. of Highways Jacobs . . JUDITH T. TERRY TOWN CLERK Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765.1823 Telephone (516) 765.1801 REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD April 22, 1994 Thomas H. Gannon, Jr., President Thos. H. Gannon and Sons, Inc. P.O. Box 505 Middle Island, New York 11953 Dear Mr. Gannon: The Southold town Board, at a regular meeting held on April 19, 1994, accepted your bid at $1.20 per square yard, for the application of 150,000 square yards (more or less as may be need) of Latex Modified Pavement Course (Micro-surfacing) for the Southold Town Highway Department, all in accordance with the bid specifications. Upon completion of the project your $3,600.00 bid bond will be retu rned to you. Very truly yours, #:iL~~ Judith T. Terry Southold Town Clerk cc: Supt. of Highways Jacobs . . JUDITH T. TERRY TOWN CLERK Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 REGISTRAR OF VITAL STATISTICS M!\RRl!\GE OFFICER HECORDS MANAGEMENT OFFICER FllliEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOllOWING RESOLUTION WAS ADOPTED BY THE SOUTHOlD TOWN BOARD AT A REGULAR MEETING HELD ON APRil 19, 199'1: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Thos. H. Gannon and Sons, Inc., Middle Island, N.Y., at $1.20 per square yard, for the application of 150,000 square yards (more or less as may be needed) of Latex Modified Pavement Course (Micro-surfacing) for the Southold Town Highway Department, all in accordance with the bid specifications. ~~d ~J~;~'?--- ~'Terry V Southold Town Clerk April 20, 199'1 . . :JIWjo J.J. (Jannon and Sonj, !Jnco P.O. BOX 505, MIDDLE ISLAND, N.Y. 11953 . 696-8798 . FAX: 696-0892 .\-'.: . .',\:,C{. . ~-" . JI' I. ,;)J) . . ~...C"._ "~,....::-~~_"...;:o;:~:;;-....-..._:;_~".,......~31m4.~\Jil).l\r..,~.._~~,,--___ '-"'S C""'CK'" ,,,,,-,V,,,.."'O F'OR ..""....,.'n O.........e: "OLLOW"'''' ACCOUNTS " , L CERTIFIED THOS. H. GANNON & SONS. INC. YABLE AS ORIGINALLY DRAWN D WHEN PROPERLY ENDORSED .............3; 6000 _ 00 ...... 4~'fi126l 04--14-94 E~t}ffFAN ~CAt>l BANg- S "7J Ld ' -. - . - -, OAOEW~ ..SJ.___._4(J / h /I I $:._.3.1..0.0 ....(}_~ _/J.(~~.(1!.(j ~~d S,/x. )/v,/Jd,..e.c! fJ".l 6%6>oLLARS ~ ~~Q.r-- _ED 51 N URE T6~~1~~~!~11722 1546 OA~ -'~_/u QU ll!!!87 .., . ,7 19....LJ 280 TC"'AL OF '''C'-.'O'CE€. " LESS % DISCOUNT LESS FREtGHT LESS TOTAL DEOUCTIONS AMOUNT 0'" CHECK 11'00 j, 51, bU' .:02800 j, 1,8 q.: I"' qO I, 7 5 72 b 71J' _.;~' - ,_ ...~..~~~t.~...-....:""\IW.lliH.@7"-.:-"',.'t"J~iii,;' ,._....~._-_.__. Z4- . . :JkOj. JJ. (Jannon and Sonj, !}nc. P.O. BOX 505, MIDDLE ISLAND, N.Y. 11953 . 696.8798 . FAX: 696.0892 April 14, 1994 Town of Southold Supt. of Highways Peconic Lane Peconic. N.Y. Gentlemen: The following represents Micro-surfacing projects completed by Thos. H. Gannon & Sons, Inc. within the last three years. Town of Brookhaven H. Malkmes 732-3571 200,000 S.y. Town of Riverhead C. Bloss 727-5670 75,000 S.y. Town of Babylon J. Harrington 957-3089 210,000 S.y. Town of East Hampton C. Russo 324-0925 150,000 S.y. Town of Huntington W. Naughton 499-1636 75,000 S.y. . . I KOCH KOCH MATERIALS COMPANY ASPHALT DIVISION December 17, 1993 Thomas H. Gannon & Sons 75 Cedarhurst Ave. Medford, NY 11763 Dear Tom, This is to state that bituminous material meeting micro surfacing (Ralumac) specifications will be supplied to Thomas H. Gannon & Sons by Koch Materials company during the year 1994. Koch Materials Company has a minimum of six years experience producing micro surfacing (Ralumac). It is understood and agreed that we shall not be liable for any damages for any default or delay, either in delivery or performance due to any shortages caused by Federal and State allocation rationing of by voluntary allocations by our suppliers. Sincerely, rnCVlA)~LU If [3~';~ Marshall R. Bird Sales Representative Eastern Reaion Paving DivIsion MRBjagl cc: B. Dalton I . 3847 Pottsville Pike . Reading, Pennsylvania 19605-1723 . 215/921-0271 . . ItlKDCH KOCH MATERIALS COMPANY ASPHALT DIVISION December 20, 1993 Mr. Thomas Gannon P.O. Box 505 Middle Island, NY. 11953 Dear Mr. Gannon: Here is the mix design for the Clinton Point type II aggregate. A range from 6.5% to 7.5% residual asphalt (approx. 10.4% to 12.0% emulsion) is indicated for this aggregate. A level of 1% cement was used for this design along with a small amount of control additive as required for proper mixing. The design gradation was as follows. Sieve % Passing Type 3/8 100.0 4 98.9 8 66.8 16 45.1 30 32.6 50 24.5 100 19.7 200 15.1 II Spec. 100 90-100 65-90 45-70 30-50 18-30 10-21 5-15 Laboratory compatibility tests using Ralumac emulsion and the above tested aggregate were satisfactory. The policy for new aggregates is that they are not fully approved until they are run through the paving machine and successfully placed on the road. This material should perform well for general surfacing work. 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 the material from which the samples were taken, we assume no responsibility in furnishing this data other than to warrant they represent reliable measurement of the properties of the sample received and tested. cfr:::r'e~ David E. Negro ~ Lab Technician . 141 KOCH . KOCH MATERIALS COMPANY ASPHALT DIVISION OCTOBER 29, 1992 MR. THOMAS GANNON P.O. BOX 505 MIDDLE ISLAND, NY. 11953 TYPICAL ANALYSIS ON RALUMAC MICRO-SURFACING EMULSION (MSE) VISCOSITY, SAYBOLT FUROL @ 77 F, SEC STORAGE STABILITY TEST, 1 DAY PARTICLE CHARGE SIEVE, % RESIDUE BY DISTILLATION, % MIXING TESTS % POLYMER TEST ON RESIDUE FROM DISTILLATION @ 350 F PENETRATION, 77 F, 100g, 5 SEC DUCTILITY, 77 F, 5 em/min, CM ABSOLUTE VISCOSITY @ 140 F-POISE SOLUBILITY IN TRICHLORETHYLENE SOFTENING POINT, RING & BALL, F 43 < 1 POSITIVE .015 63.1 PASS > 3 51 60+ 17,102 99.0 150 SINCERELY I HOPE THIS INFORMATION IS SUFFICIENT FOR YOUR NEEDS. (~Ct~(? n~ DAVID E. NEGRO LAB TECHNICIAN 1194 Zinn's Quarry Road . York, Pennsylvania 17404 . 717/843-0975 . . 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 supplying the Southold Town Highway Department with 150,000 square yards (more or less as may be needed) of LATEX MODIFIED EMULSIFIED ASPHALT PAVEMENT COURSE (MICRO-SURFACING). Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, Main Road, Southold, New York 11971. The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft or certified check in the amount of 2% of the amount of the bid, will be received by the Town Clerk of the Town of Southold at the Southold Town Hall, Main Road, Southold, New York, until 11 :00 A.M.. Thursday. April 14. 19911, 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 informality 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 "Bid on Micro-Surfacing", and submitted to the Office of the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: March 22, 1994. JUDITH T. TERRY SOUTHOLD TOWN CLERK * * * PLEASE PUBLISH ON MARCH 31, 19911. AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Traveler-Watchman Town Board Members Town Attorney Superintendent of Highways Jacobs Dodge Reports Brown's Letters Town Clerk's Bulletin Board RAYMOND L JACOBS Superintendent . . Highway Department Town of Southold Peconic Lane Peconic, N.Y. 11958 Tel. 765-3140 734.5211 SPECIFICATIONS LATEX MODIFIED EMULSIFIED PAVEMENT COURSE (MICRO-SURFACING) (PAGES 1 - 6) . . LATEX MODIFIED EMULSIFIED PAVEMENT COURSE Micro-Surfacing 1. pe!:,cription The work shall consist of the application of a Latex Modified Asphalt Pavement Course to fill ruts or provide a wearing course for the existing pavement. The paving material shall be "Ralumac." No substitutions will be permitted. 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 m.ixture shall be of natural latex modified cationic asphalt emulsion. mineral aggregate, mineral and field control additives and water. properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by th8 engineer. 2. t-later ials E1!1--1-1Jsitied Asohal t. The Emulsified Asphalt shall be produced by Koch Materials, Co. and be a Micro-Surfacing Emulsion (MSE) meeting the following requirements. Specifications for Micro-Surfacing Emulsion ( MSE ) Viscosity.Saybolt Furol @77 F. SEC Storage Stability Test, 1 Day Particle Charge :3ieve % Residue By Distillation Mixing Test ( A ) Breaking Time (Sec.) Set Time (Min.) Set/Cure Direction Cohesion (Min.) ~; Polymer ( B ) Test On Residue From Distillation (~ 350 F. ( C ) Penetration, 77 F.100g 5 sec. Ductility, 77 F. 5 cm/min. em Absolute Viscosity @ 140 F.-poise Solubility In Trichlorethylene Softening Point, Right & Ball, F. Min. Max. 20 100 1.0 Positive 0.1 62 40 120 10 Bottom to Top 20 3.0 40 80 60 8000 97.5 140 . . Materials: ( Can't ) Notes : A, E, & C Additional A. All mixing tests shall be performed using approved job aggregate and materials. E. Folymers shall not be post added to the flnished emulsion. All polymers shall be incorporated during the milling process, at the producer's manufacturing facility. c. AASHO T 59 modified to maintain a 350 F. +/- 10 F. maximum temperature for 15 minutes. Aggregate. The aggregate shall consist of sound and durable natural or manufactured sand, slag, crusher fines, crushed stone or a combination thereof. Smooth textured sand of less than 1.25 % water absorption, as tested by ASTM C-128, shall not exceed 50% of the total combined aggregate. The aggregate shall be clean and free from organic matter, dirt, dust, and other deleterious substances. The aggregate blend shall have a sand equivalent of not less than 65 when tested in accordance with ASTM D-2419. The aggregate shall have a weighted loss of not more than 15% when the sodium sulfate test is used or 20% when the magnesium sulfate test is used. The aggregate wear, from resistance to abrasion, shall be a maximum of 35% when tested in accordance with ASTM C-131. W_aJ:c'2.J2..., soluble The water shall be potable and shall be free of harmful salts. 1i.'lt~~"'-_Modifie~ The Latex 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 Fortland Cement or Hydrated Lime that is free of lumps. . . :3. G~n'" LiU~~g_-'Ji.J::.~-'nm.l-.tJ2_,- tLi':L!)<;Ls..lilll. 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 pl'oducel'. Once the ma terials are approved, no substitutions will be permi t ted unless first te-sted and approved by the emulsion producer and the engineer. Koch Matel'ials Co. 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 16 units when tested accDI'ding 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. .s~..JLLf iG9tions_ Micro-surfacing materials shall The engineer shall approve the design mix and all materials and methods prior to use. The component be within the following limits., Residual Asphalt 5% to 9% by dry weight of aggregate 0.5% to 3% by dry weight of aggregate Minimum 3% by weight of asphalt cement As required to provide specified properties As required to provide proper consistency Mineral Additive Latex Modifier Field Control Additive Water Aggregate Gradations Sieve Size % By Weight Passing Sieves Tvpe II 3/8" 114 118 1I16 1I30 1I50 1I100 1I200 100 90 - 100 65 - 90 40 - 65 25 - 45 15 - 30 10 - 21 5 - 13 Type II shall be used to seal surface and improve skid resistance. Range 22 - 27 pounds per square yard. . . l!:Sl.uipment. All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Descriptive information on 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 afJphalt. mineral filler, field control additive and water to a revo 1 ving multi-blade mixer and discharge the thoroughly mixed product on a continuous basis. The machine shall have sufficient storage capacity for aggregate, emulsified asphalt, mineral filler. field control additive and water, to maintain an adequate supply to the proportioning controls. (b) Proportioning Devices - Individual volume or weight controls for proportioning each material to 'be added to the mix shall be provided. Each material control device shall be so calibrated and properly marked. They shall be accessible for ready calibration and to he 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 buildup or lumps. Flexible seals shall be in contact wi th the road surface to prevent loss of mixture from the box. The rear seal shall act as a final strike off and shall be adjustable. The contractor shall operate the spreading equipment in such a manner to prevent the loss of mixture on super-elevated curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid-resis tant surface wi thout causing skips, lumps or tears in the finished surface. (e) Roller - The roller, if required, shall be a self-propelled, 10 ton pneumatic tired roller capable of exerting a contact pressure during rolling of 50 pounds per square inch. (f) Auxiliary Equipment - Other tools or equipment such as brushes. J~nd squeegees, hose equipment, tank trucks water distributors and flushers. power blowers, barricades, etc., shall be provided as required. . . t1ac;hJne 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 calendar year. We~<Lt~LJ:...imi~tions. The material shall be spread only when the road surface and atmospheric temperatures are at least 45 degrees F. and rising and the weather is not foggy or rainy and there is no forecast of temperatures below 32 degrees F. within 48 hours from the time of placement of the mixture. ;illi,-Lq.J;)J~__Ltl'~Jl. . The area to be surfaced shall be thoroughly cleaned of vegetation, loose aggregate, dirt, grease, oil or any type of obciectionable surface film. Manholes, valve boxes and other service entrances shall be protected from the surfacing material. :3_tockpiles. Precautions shall be taken to insure that stockpiles do not become contaminated. Stockpiles shall be kept in areas that drain readily. bJ!cl~i<:;3tion. The surface shall be pre-wetted by fogging ahead of the spreade!' box. The entire surface should be damp with no apparent flowing water in front of the box. The sut'facing 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, balling, 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. Na excess buildup, uncovered areas or unsightly appearances shall be permitted on longitudinal or transverse joints. The contractor shall provide sui table width spreading equipment to produce a minimum number of joints. The finished surface shall present a uniform and skid resistant texture satisfactory to the engineer. Areas which cannot be reached with the mixing machine shall be surfaced using hand squeegees to provide complete and uniform coverage. The area to be handworked shall be lightly dampened prior to the mix placement. Care shall be exercised to leave no unsightly appearance from handwork. . . R~i'LU.ty-Control. The contractor will permit the engineer to take samples of the aggregate and asphalt emulsion to be used in the project at the engineers discretion. Gradation and sand equivalent test.s may be run on the aggregate and residual asphalt tests on the emulsion. Test results will be compared to the specifications. Samples of the mixture could be taken daily. Consistency and r"sidual 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. 1'raJ[ic Maintenance. The contractor shall ne responsible for providing maintenance and protection of vehicular and pedestrian t~affic associated with this work. t1~J,chod of Measurement. The quantity to be _paid for under this item shall be the number of square yards of pavement covered in accordance with the specification. Ba9is of Pavment. Payment shall be made at the contract unit price I'er square yard. The price shall be full compensation for furnishing all materials, for preparing, mixing and applying these ma terials, traffic control and all labor, equipment, tools and incidentals necessary to complete the work. Qo1,lalifications. The contractor shall have a minimum of three years experience in the application of micro-surfacing material. I norder t.o insure the efficient application of product, the ':-un tractor must own and maintain a minimum of three mixing units which meet this specification. SublllillaLs. The contractor wi 11 be required to submit the following information with his bid. A. A letter of availability from the intended MSE supplier. B. A certified mix design from Koch Materials, Inc. C. A typical analysis of Ralumac Emulsion D. A list of at least five (5) micro-surfacing projects completed within the last three years, stating location, number of squArp yards applied and a reference name and telephone number' . . . 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. (Sign~~W~ (Corporate Title) ~ . (if any) 'IreSldenT Bid on MICRO-SURFACING r . . BID - LATEX ASPHALT PAVEMENT COURSE (MICROSURFACING) BID OPENING: 11 :00 A.M.. Thursday. April 14. 1994. 4/6 1. Thomas Gannon & Sons. P. O. Box 505, Middle I sland. NY 11953 696-8798 4/6 2. Velvet Top, 366 Moffitt Blvd., Islip. NY 11751 Attn: Joan 3. 4. 5. 6. 7. 8. , '~.,l- '. LDiALNUIn.;.. '.',.' NCJI1cI:TO~DUS NOT1CIIIS IlERI!B Y G1Vi!I'I in accordance with the proV1SI0?~ of Section 103 of the General MURlCJpal Law, that sealed bids are sought and requested for supplying the Souttu:'ld Town Highway Departmenr with 158 000 square yards (more or less as ';'oy be needed) of LATEX MOD- IFIED EMULSIFIED ASPHALT PAVEMENT COURSE (MICRO- SURFACING). Specifications may be Obtai" at the Office of the Town CIed<. ToWa of $OIIIhOIIIi TOWIl Hall. Maio Road, Soolhold. N.w Y?rk 1 ~ aea1ed bidI. .....Ibe' wllb · Moa-CoHdivc Bid Ccrtific"~' and b ok draft or certified check 1ft the · f 2% of the amount of the amount 0 T n bid wi\1 be received by the OWhe Cle~ of the Town of Soutl~ld at t Southold Town HaUk. Mall~l RII0~:O Id N w Yor . un 1 . Southo . · A '114 1994 at A M Thursday, pn , . which time they :-viti be opened an,d read aloud in pubbc. The Town Board of the Tow~ of Southoldreserves the ~ght to re~eCt~ an and all bids and waIVe any 81": a . I rmality in any bid should It be ~e:med in the best interest of the Town of Southold to do so. ed All bids must be signed an~ s~al D in envelopes plainly marked ~.d 0 Micro-Surfaclol", and submiUed b~~ the Office of the Town Cleric The , ball not include any tall, federal, Pnces . T f \ 1 from WhlCh the own 0 stale, or oca, Southold is exempt. Dated: March 22. 1994. TERRY JUDITH T. SOUTHOLD TOWN CLERK 7894.1TM31 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 regular- ly published in said Newspaper once each week for L- weeks successively, commencing on the -3L-day of t\UlcJ\ 19!H, CHRISTINA VOLINSKI Notary Public. State of New ~ No. 500'.884 9rCiPal Clerk Oualifled m Suffolk County . ~nfV~~e'Vc.1 ~j<J Sworn fore e day of . LEGAL NOTICE NOTICE 10 BIDDERS COUNTY OF SUFFOLK STATE OF NEW YORK 55: 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 supplying the Southold Town Highway Department with 150,000 square yards (more or less as may be needed) of LATEX MODIFIED EMULSIFIED ASPHALT PAVEMENT COURSE (MICRO- SURFACING). Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, Main Road, Southold, New York 11971. The sealed bids, together with a Non-Collusive Bid Cer- tificate, and bank draft or cer. tified check in the amount of 2 percent of the amount of the bid, will be received by the Town Clerk of the Thwn of Southold at the Southold Town Hall, Main Road, Southold, New York, until 11:00 A. M., Thursday, April 14, 1994, at which time they will be opened and read aloud in public. The Thwn Board of the Town of Southold reserves the right to reject any and all bids and waive any and all infor- m.ality 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 "Bid on Micro- Surfacing", and submitted to the Office of the Thwn Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: March 22, 1994. JUDITH T. TERRY SOUTHOLD TOWN CLERK IX-3/31/94 Patricia Wood, being duly sworn, says that she is the Editor, of THE LONG ISLAND TRAVELER-WATCHMAN , a public newspaper printed at Southold, in Suffolk County; and that the notice of which the annexed is a printed copy, has been published in said Long Island Trav~er-Watchman once each week for. . . . . . . . . . . . . . . . . . . . . . . . . .. weeks / successively, commencing on the. . . . . . . . .~3.( . . . . . . . . . . ",' ",C!t,"A.... .".". ~f. .~. Sworn to before me this. . . . . . . . . . .3/~. . .. day of ..... .!?7d_-:,.c~. ,191<1 .................~4.~~... Notary Public BARBARA A. SCHNEIDER NOTARY PUBLIC, S~,t8 of r:ew York No, ~8CC'AS Qualifed in Suffolk Co~niY I. Commission Expires 9'/311'1<1 . . STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) JUDITH T. TERRY, Town Clerk of the Town of Southold, New York, being duly sworn, says that on the 25th day of March ,1994, 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, Southold Town Hall, Main Road, Southold, New York 11971. Legal Notice, Notice to Bidders: Latex Modified Emulsified Asphalt Pavement Course (Micro-surfacing). Bid opening: 11: 00 A.M., Thursday, April 14, 1994, Southold Town Clerk's Office. ~~~ (/ Judith T. Terry Southold'Town Clerk Sworn to before me this 25th day of Ma rch , 1994. ~!!<c. 04:f:._c Notary Public JOYCE M. WILKINS Notary Public, Stste of New VorIt No. 4952246, Suffolk Cou~_ Term Expires June 12, 19.:z..~ . . 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 supplying the Southold Town Highway Department with 150,000 square yards (more or less as may be needed) of LATEX MODIFIED EMULSIFIED ASPHALT PAVEMENT COURSE (MICRO-SURFACING). Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, Main Road, Southold, New York 11971. The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft or certified check in the amount of 2% of the amount of the bid, will be received by the Town Clerk of the Town of Southold at the Southold Town Hall, Main Road, Southold, New York, until 11 :00 A.M., Thursday, April 111, 199", 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 informality 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 -Bid on Micro-Surfacingn, and submitted to the Office of the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: March 22, 1994. JUDITH T. TERRY SOUTHOLD TOWN CLERK * * * PLEASE PUBLISH ON MARCH 31, 199", AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Traveler-Watchman Town Board Members Town Attorney Superintendent of Highways Jacobs Dodge Reports Brown's Letters Town Clerk's Bulletin Board . . Highway Department Town of Southold Peconic Lane Peconic, N.Y. 11958 RAYMOND l. JACOBS Superintendent Tel. 765-3140 734-5211 SPEOIFICATIONS LATEX MOOIFIEO EMULSIFIED PAVEMENT COURSE ~MICRO-SURFACING) (PAGES 1 - 6) . . LATEX MODIFIED EMULSIFIED PAVEMENT COURSE Micro-Surfacing 1. Description The work shall consist of the application of a Latex Modified Asphalt Pavement Course to fill ruts or provide a wearing course for the existing pavement. The paving material shall be "Ralumac." No substitutions will be permitted. The surface shall provide a dense smooth topping free of ravels and blemishes. It shall fill minor depr'essions, cracks, and voids, and be non-bleeding. The mixture shall be of natural latex modified cationic asphalt emulsion, mineral aggregate, mineral and field control additives and water. properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by the engineer. 2. Materials Emu~fied Asphalt. The Emulsified Asphalt shall be produced by Koch Materials, Co. and be a Micro-Surfacing Emulsion (MSE) meeting the following requirements. Specifications for Micro-Surfacing Emulsion ( MSE ) Viscosity,Saybolt Furol @77 F. SEC Storage Stability Test, 1 Day Particle Charge Sieve % Residue By Distillation Mixing Test ( A ) Breaking Time (Sec.) Set Time (Min.) Set/Cure Direction Cohesion (Min.) % Polymer ( B ) Test On Residue From Distillation @ 350 F. ( C ) Penetration, 77 F.I00g 5 sec. Ductility, 77 F. 5 em/min. em Absolute Viscosity @ 140 F.-poise Solubility In Trichlorethylene Softening Point, Right & Ball, F. . . Materials : ( Can't ) Notes : A, B, & C Additional A. All mixing tests shall be performed using approved job aggregate and materials. B. Polymers shall not be post added to the finished emulsion. All polymers shall be incorporated during the milling process, at the producer's manufacturing facility. c. AASHO T 59 modified to maintain a 350 F. +/- 10 F. maximum temperature for 15 minutes. Aggreg~ The aggregate shall consist of sound and durable natural or manufactured sand, slag, crusher fines, crushed stone or a combination thereof. Smooth textured sand of less than 1.25 % water absorption, as tested by ASTM C-128, shall not exceed 50% of the total combined aggregate. The aggregate shall be clean and free from organic matter, dirt, dust, and other deleterious substances. The aggregate blend shall have a sand equivalent of not less than 65 when tested in accordance with ASTM D-2419. The aggregate shall have a weighted loss of not more than 15% when the sodium sulfate test is used or 20% when the magnesium sulfate test is used. The aggregate wear, from resistance to abrasion, shall be a maximum of 35% when tested in accordance with ASTM C-131. W_<:tte~ The water shall be potable and shall be free of harmful soluble salts. L",tex ModifieI:..... The Latex 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. tlineral-F~ller. The mineral filler shall be any recognized brand of Portland Cement or Hydrated Lime that is free of lumps. . . 3. G~Q~raIJLequiremel~ M:l.,;.J)~~ign. 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. Koch Materials Co. 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 16 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. 13~cifications. Micro-surfacing materials shall The engineer shall approve the design mix and all materials and methods prior to use. The component be within the following limits.. Residual Asphalt Latex Modifier 5% to 9% by dry weight of aggregate 0.5% to 3% by dry weight of aggregate Minimum 3% by weight of asphalt oement As required to provide specified properties As required to provide proper consistency Mineral Additive Field Control Additive Water Aggregate Gradations Sieve Size % By Weight Passing Sieves Tvpe II 3/8" #4 #8 #16 #30 #50 #100 #200 100 90 - 100 65 - 90 40 - 65 25 - 45 15 - 30 10 - 21 5 - 13 Type II shall be used to seal surface and improve skid resistance. Range 22 - 27 pounds per square yard. . . ~uipment. All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Descriptive information on 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 Clsphalt, mineral filler, field control additive and water to a revolving multi-blade mixer and discharge the thoroughly mixed product on a continuous basis. The machine shall have sufficient storage capacity for aggregate, emulsified asphalt, mineral filler, field control additive and water, to maintain an adequate supply to the proportioning controls. (b) Proportioning Devices - Individual volume or weight controls for proportioning each material to 'be added to the mix shall be provided. Each material control device shall be so calibrated and properly marked. They shall be accessible for ready calibration and to be equipped with a revolution counter or similar device so that the engineer may determine the amount of each material used at any time. (c) Emulsion Pump - The emulsion pump shall be a heated positive displacement type. (d) Spreading Equipment - The paving mixture shall be spread uniformly by means of a mechanical type squeegee box, equipped with paddles to agitate and spread the materials throughout the box. The equipment shall provide sufficient turbulence to prevent the mix from setting in the box or causing excessive side buildup or lumps. Flexible seals shall be in contact with the road surface to prevent loss of mixture from the box. The rear seal ehall 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 mixture on super-elevated curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skJ.d-resistant surface without causing skips, lumps or tears in the finished surface. (e) Roller - The roller, if required, shall be a self-propelled, 10 ton pneumatic tired roller capable of exerting a contact pressure during rolling of 50 pounds per square inch. (f) Auxiliary Equipment - Other tools or equipment such as brushes, hand squeegees, hose equipment, tank trucks 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 calendar year. N~~ther Limi~tions. The material shall be spread only when the road surface and atmospheric temperatures are at least 45 degrees F. and rising and the weather is not foggy or rainy and there is no forecast of temperatures below 32 degrees F. within 48 hours from the time of placement of the mixture. EYr_~e Preoaration. 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. _~tockpiles. Precautions shall be taken to insure that stockpiles do not become contaminated. Stockpiles shall be kept in areas that drain readily. b~2li~~tion. The surface shall be pre-wetted by fogging ahead of the spreader box. The entire surface should be damp with no apparent flowing water in front of the box. The surfacing mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of material shall be carried in all parts of the spreader at all times so that a complete coverage is obtained. Overloading of the spreader box should be avoided. No lumping. balling, 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 buildup, uncovered areas or unsightly appearances shall be permitted on longitudinal or transverse joints. The contractor shall provide suitable width spreading equipment to produce a minimum number of joints. The finished surface shall present a uniform and skid resistant texture satisfactory to the engineer. Areas which cannot be reached with the mixing machine shall be surfaced using hand squeegees to provide complete and uniform coverage. The area to be handworked shall be lightly dampened prior to the mix placement. Care shall be exercised to leave no unsightly appearance from handwork. . . ~ualitv Control. The contractor will permit the engineer to take samples of the aggregate and asphalt emulsion to be used in the project at the engineers discretion. Gradation and sand equivalent tests may be run on the aggregate and residual asphalt tests on the emulsion. Test results will be compared to the specifications. Samples of the mixture could be taken daily. 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 llIachine fail, the use of that machine will be suspended. 'Iraffic Maintenance. The contractor shall ne responsible for providing maintenance and protection of vehicular and pedestrian tl'affic associated with this work. t!Slthod of Measurement. The quantity to be paid for under this item shall be the number of square yards of pavement covered in accordance with the specification. fuu,is of Pavment.. Payment shall be made at the contract unit price per sguare yard. The price shall be full compensation for furnishing all materials, for preparing, mixing and applying these materials, traffic control and all labor, equipment, tools and incidentals necessary to complete the work. Qvalifications. The contractor shall have a minimum of three years experience in the application of micro-surfacing material. Inorder to insure the efficient application of product, the contractor must own and maintain a minimum of three mixing units which llIeet this specification. Suomi ttAls. The contractor will be reguired to submit the following information with his bid. A. A letter of availability from the intended MSE supplier. B. A certified mix design from Koch Materials, Inc. C. A typical analysis of Ralumac Emulsion D. A list of at least five (5) micro-surfacing projects completed within the last three years, stating location, number of square yards applied and a reference name and telephone number. . . NON-COLLUSIVE BID CERTIFICATE The undersigned bidder certifies that this bid. has been arrived at by the. bidder independently and has been submitted without collusion with any other vendor of materials, supplies or equipment of the type described in the invitation for bids,and the contents of this bid have not been communicated by the bidder, nor, to its best knowledge and belief, by any of its employees or agents, to any person not an employee or agent of the bidder or its surety on any bond furnished herewith prior to the official opening of the bid. (Signed) (Corporate Title) (if any) Bid on MICRO-SURFACING ,. t~~ ---" ' ~ -- . "--z .1- {?K'U~~ 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 supplying the Southold Town Highway Department with 150,000 square yards (more or less as may be needed) of LATEX MODIFIED EMULSIFIED ASPHALT PAVEMENT COURSE (MICRO-SURFACING). Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, Main Road, Southold, New York 11971. The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft or certified check in the amount of 2% of the amount of the bid, will be received by the Town Clerk of the Town of Southold at the Southold Town Hall, Main Road, Southold, New York, until 11 :00 A.M., Thursday, April 111, 19911, 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 informality 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 -Bid on Micro-Surfacingn, and submitted to the Office of the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: March 22, 1994. JUDITH T. TERRY SOUTHOLD TOWN CLERK * * * PLEASE PUBLISH ON MARCH 31, 19911, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Traveler-Watchman Town Board Members Town Attorney Superintendent of Highways Jacobs Dodge Reports Brown's Letters Town Clerk's Bulletin Board /~~'?J1-~"- ~ - - .~;ll-il/J;d;~ k~ 6 21' ~ LEGAL NOTICE .1/ f NOTfCE 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 supplying the Southold Town Highway Department with 150,000 square yards (more or less as may be needed) of LATEX MODIFIED EMULSIFIED ASPHALT PAVEMENT COURSE (MICRO-SURFACING). Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, Main Road, Southold, New York 11971. The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft or certified check in the amount of 2% of the amount of the bid, will be received by the Town Clerk of the Town of Southold at the Southold Town Hall, Main Road, Southold, New York, until 11 :00 A.M., Thursday, April 111, 19911, 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 informality 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 nBid on Micro-Surfacing-, and submitted to the Office of the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: March 22, 1994. * JUDITH T. TERRY SOUTHOLD TOWN CLERK * * PLEASE PUBLISH ON MARCH 31, 19911, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Traveler-Watchman Town Board Members Town Attorney Superintendent of Highways Jacobs Dodge Reports Brown's Letters Town Clerk's Bulletin Board . . JUDITH T. TERRY TOWN CLERK Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON MARCH 22. 19911: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for bids for the following items for the Superintendent of Highways: 1. 500 tons (more or less as may be needed) of Bulk Salt. 2. Two (2) Sand Spreaders. 3. (a) 10,000 linear feet (more or less as may be needed) of Snow Fence. (b) 500 (more or less as may be needed) of 6 ft. Studded Steel "T" Posts. 4. 150.000 square yards (more or less as may be needed) of Latex Modified Emulsified Asphalt Pavement Course (Microsurfacing). d-Lf?";/ /~ rJ~aith T. Terry r:7 . Southold Town Clerk March 23. 19911 RAYMOND L JACOBS Superintendent RtCtNtO ~~R t '" ,~94 ell'l" Soulhold 10w" - . Highway Department Town of Southold Peconic Lane Peconic. N.Y. 11958 RESOLUTION BY: SECONDED BY: . (516) 765-3140 (516) 734-5211 FAX (516) 765-1750 RESOLVED: That the Town board of the Town of Southold hereby authorizes the Town Clerk to advertise for bids for the Superintendent of Highways for the purchase of: 150,000 square yards LATEX MODIFIED EMULSIFIED ASPHALT PAVEMENT COURSE (MICRO SURFACING) (MORE OR LESS AS MAY BE NEEDED) VOTE OF THE TOWN BOARD Supervisor Thomas Wickham Councilman Joseph J. Lizewski Councilwoman Alice J. Hussie Councilman Joseph L. Townsend, Jr. Councilwoman Ruth D. Oliva Justice Louisa P. Evans (yes) (Yes) (Yes) (Yes) (Yes) (Yes) tJ( (No) (No) (No) (No) (No) (No) Town Clerk, Town of South old Dated: MARCH 22 1994 , .~.'.'-' .....~.,. ~'... ..:""":- ::~="-.-;~:~;;:-:-::~.~"~'; ._--~--- ...._~."'''~~~. ..._~~L'_._...",,~, .;~., ,__." _. ..... .u_