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Home My WebLink AboutHighway - Type II Micro-SurfaceRAYMOND L. JACOBS Superintendent Highway Department Town of Southold Peconic Lane P.O.Box 178 Peconic, New York 11958 Tel. (516) 765-3140 (516) 734-5211 Fax. (516) 765-1750 2000 SPECIFICATIONS POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT TYPE II MICRO - SURFACING NOTE: THE TOWN OF SOUTHOLD WILL ALSO REQUIRE +t- 30,000 SQUARE YARDS (more or less as may be needed ) OF PAVEMENT TO BE APPLIED ON FISHERS ISLAND. THE CONTRACTOR SHALL BE REQURIED TO NOTIFY EACH RESIDENT AT LEAST 24 HOURS PRIOR TO ANY WORK ON TOWN ROADS. RESIDENTS MUST BE RE-NOTIFIED AFTER DELAYS DUE TO INCLEMENT WEATHER OR JOB OPERATIONS. Calendar Year 2000 PROPOSAL FORM DATE:'Z~//~?/O0 NAMEOFBIDDER: TO: SOUTHOLD TOWN BOARD TOWN HALL - 53095 MAIN ROAD SOUTHOLD, NEWYORK 11971 MEMBERS OF THE BOARD: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below; that this proposal is made without any connection, directly or indirectly with any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned owner is or will be interested directly or indirectly, in the performance of the contract, or the supplies relating to it, or in any portion of the profit thereof; that he has carefully examined all project requirements, including bidding requirements, contract, general and special conditions, spec'~cations, and addenda, if any-(Note: ackn-owfedgment of adden-~ra and theii'-i:late~s mustbe included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed work, and by such other means as he may have chosen, as to the conditions and requirements of the work; and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not provided by the Town (See Specifications) and to perform all the work required to construct, perform and complete the specified work; and that he will start the work as directed by the Town, he will accept, in full payment thereof as listed below: BID ON TYPE "11" MICRO-SURFACING OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF: TYPE "Ir' MICRO-SURFACING (~en in ~Per Sq. Yd. (~n in nut,m) Per ~. Yd. TRUING & LEVELING (Type 5 - Shim) (w~ten In numbers) Per Ton And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fail or neglect to enter into a Contract pursuant to such prepesal and to the requirements of the Town, shall have been deposited in the mail addressed to him at the address given in the p~oposal, 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. Telephone Number. Date: Page '1 of 7 POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT "TYPE I1" MICRO-SURFACING 1. DESCRIPTION: Bids are requested for the pumhase and application of a Polymer Modified Asphalt Pavement Course to fill ruts or provide a wearing course for the existing pavement. The paving matedal 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 propedy proportioned, mixed and spread on the paved surf~ice in accordance with this specification and as directed by the engineer. The contractor shall also be required to provide & place quantities of $chim Mix Asphalt ("Type 5") as needed and directed by the Superintendent of Highways. The attention of the bidder is specifical!y called to the fact that the quantities specified herein am considered anestimate only and may not be the quantity of matedal that will actually be required by the Town for the 2000 calendar year. 2. MATERIALS: Emulsified Asphalt. The emulsified Asphalt shall be a qbick-set polymer modified CSS-'IH 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 pdor 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 77eF (25°C) Kenematic Vis @ 275°F (135°C) 135°F (57°C) min. 40 - 90 650 cSt/sec, min. Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance to assure that it is the same as that used in the mix design. Page 2 of 7 Aggregate. The Type II mineral aggregate shall be manufactured crushed stone, sand, slag, crusher fines, or combination thereof. Smooth textured sand of less than 1.25% water absorption, as tested by ASTM C128, shall not exceed 50% of the total combined aggregate. The aggregate shall be clean and free from organic matter, dirt, dust, and other deleterious substances. When tested, the Type II aggregate shall meet the following requirements. Test Quality Specification AASHTO T176 ASTM D2419 Sand Equivalent 60 min. AASHTO T104 ASTM C88 AASHTO T96 ASTM C131 Soundness Abrasion Resistance 15% max. using NA2 SO4 or 25% max. using MgSO4 30% max. Abrasion tests shall be run on the aggregate before it is crushed. All aggregate shall meet New York State approved polishing values. Grading, When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 - (ASTM Cl 17), the target mix design or aggregate gradation shall meet the following: Type II Aggregate Sieve Size Percent Passing Sieve Size Percent Passing 3/8" 100 # 30 30 - 50 (+/- 5%) # 4 90 - 100 (+/- 5%) # 50 18 - 30 (+/- 4%) # 8 65 - 90 (+/- 5%) #100 10 - 21 (+/- 3%) #16 45-70 (+/-5%) #200 5-15 (+/-2%) Water. The water shall be potable and shall be free of harmful soluble salts. Polymer Modifier. The Polymer Modifier shall be milled into the asphalt emulsion. The emulsified asphalt shall be so formulated that when the paving mixture is applied at a thickness of one (1) inch with the relative humidity at not more than 50 % and the ambient air temperature of at least 75 degrees F., the material will cure sufficiently so that rolling traffic can be allowed in one (1) hour with no damage to the surface, as verified by the engineer. Page3 of'7 Mineral Filler. The mineral filler shall be any recognized brand of nonairentrained portland cement or hydrated lime that is free from lumps. The type and amount of mineral filler needed shall be determined by laboratory mix design and will be considered as part of the mineral gradation requirement. An increase or decrease of less than one percent may be permitted when the Micro-Surfacing is being placed if it is found to be necessary for better consistency or set times. 3. GENERAL REQUIREMENTS: Truing & Leveling with Bituminous Asphalt Concrete. The pavement shall be equal to NYSDOT-Type 5 Shim and shall be applied at the discretion of the Highway Superintendent. Bituminous pavers shall be self-powered units, provided with an activated screed or strike-off assembly. The machine shall be capable of spreading and finishing courses of bituminous plant mix material in lane widths up to twelve (12') feet or thickness up to four (4") inches as may be specified by the Highway Superintendent. All existing pavement surfaces where Schim Mix Asphalt Concrete woricis required shallbefog sealed with RC 250 at 0.10 gallons per Square Yard prior to placement of pavement. After placement, the Asphalt Concrete Material shall be thoroughly and uniformly compacted with an approved vibrator type or static steel wheel roller conforming to section 401-3.12 of the NYSDOT construction manual to obtain a thoroughly compacted pavement. Mix Design. Before the work commences, the contractor shall submit a signed mix design report covering the specific materials to be used on the project. This design shall be performed by the emulsion producer. Once the materials are approved, no substitutions will be permitted unless first tested and approved by the emulsion producer and the engineer. The materials manufacturer shall develop the job mix design and present certified test results for the engineer's approval. Compatibility of the aggregate and the emulsion shall be verified by the mix design. The job mix formula shall provide a minimum Marshall stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM 1559 or AASHTO 2450 procedure. All component materials used in the mix design shall be representative of the materials proposed by the contractor for use on the project. Specifications. The engineer shall approve the design mix and all Micro-Surfacing materials and methods prior to use. The component materials shall be within the following Residual Asphalt Mineral Additive Polymer Based Modifier Field Control Additive Water ~ 5% to 9% by dry weight of aggregate - 0.5% to 3% by dry weight of aggregate - minimum 3% solids based on bitumen weight content - As needed to provide specified properties - As needed to provide proper consistency Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Square Yard. Page 4 o. f7 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 matedal shall be mixed by a mixing machine which shall be a continuous-flow mixing unit able to accurately deliver and proportion the aggregate, emulsified asphalt, mineral filler, field control additive and water to a revolving multi-blade mixer and discharge the thoroughly mixed product on a continuous basis. The machine shall have sufficient storage capacity for aggregate, emulsified asphalt, mineral filler, field control additive and water, to maintain an adequate supply to the proportioning controls. (b.) Proportioning Devices - Individual volume or weight controls for proportioning each material to be added to the mix shall be provided. Each material control device shall be so calibrated and properly marked. They shall be accessible for ready calibration and to be equipped with a revo ut on counter or sim ar dev ce so that the engineer may determine the amount of each material used at any time. (c.) Emulsion Pump - The emulsion pump shall be a heated positive displacement type. (d.) Spreading Equipment - The paving mixture shall be spread uniformly by means of a mechanical type squeegee box, equipped with paddles to agitate and spread the materials throughout the box. The equipment shall provide sufficient turbulence to prevent the mix from setting in the box or causing excessive side build-up or lumps. Flexible seals shall be in contact with the road surface to prevent loss of mixture from the box. The rear seal shall act as a final strike off and shall be adjustable. The contractor shall operate the spreading equipment in such a manner to prevent the loss of the mixture on super-elevated curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid-resistant surface without causing skips, lumps or tears in the finished surface. (e.) Auxiliary Equipment - Other tools or equipment such as brushes, hand squeegees, hose equipment, tank truck water distributors and fiushers, 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 pdor to construction, or previous calibration documentation covedng 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 read surface and atmospheric temperatures are at least 45 degrees F. and rising. 2. The weather is not foggy or rainy. 3. There is no forecast of temperatures below 32 degrees F. within 48 hours from the time of placement of the mixture. Page 6 of 7 Surface Preparations. The area to be surfaced shall be thoroughly cleaned of vegetation, loose aggregate, dirt, grease, oil or any type of objectionable surface film. Manholes, valve boxes and other service entrances shall be protected from the surfacing material. Stockpiles, Precautions shall be taken to insure that stockpiles do not become contaminated. Stockpiles shall be kept in areas that drain readily. Application, The surface shall be pre-wetted by fogging ahead of the spreader box. The entire surface should be damp with no apparent flowing water in front of the box. The surfacing mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of material shall be carded 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 situatio_n has been corrected. No excess build-up, uncovered areas or unsightly appearances shall be permitted on longitudinal or transverse joints. The contractor shall provide suitable width spreading equipment to produce a minimum number of joints. The finished surface shall present a uniform and skid resistant texture satisfactory to the engineer. Areas which cannot be reached with the mixing machine shall be surfaced using hand squeegees to provide complete and uniform coverage. The area to be hand-worked shall be lightly dampened pdor to the mix placement. Care shall be exercised to leave no unsightly appearance from hand-work. Quality Control. Tl~e contractor shall be responsible for any and all fees relating to materials testing. The contractor will permit the engineer to take samples of the aggregate and asphalt emulsion to be used in the project at the engineers discretion. Gradation and sand equivalent tests may be run on the aggregate and residual asphalt tests on the emulsion. Test results will be compared to the specifications. Samples of the mixture could be taken as often as two (2) times each day. Consistency and residual asphalt content tests may be made on the samples and compared to the specifications. The contractor will be notified immediately if any tests fails to meet the specifications. If any two successive tests on the matedal fail, the job shall be stopped. If any two successive tests on the mix from the same machine fail, the use of that machine will be suspended. Traffic Maintenance. The contractor shall be responsible for providing maintenance and protection of vehicular and pedestrian traffic associated with this work. Opening to traffic does not constitute acceptance of the work. Method of Payment. The quantity to be paid for under this item shall be the number of square yards of pavement covered in accordance with the specificatiOn. Page 6 of 7 Qualifications. The contractor shall have or be associated with a company that has a minimum of three years experience in the application of micro-surfacing material. In order to insure the efficient application of the product, the contractor must own or show the ability to rent and maintain a minimum of two mixing units capable of meeting the minimum requirements set forth in these specifications. Submittals. The contractor shall be required to submit the following information with his bid: 2. 3. 4. A letter of availability from the intended MSE supplier. A certified mix design from the materials manufacturer. A typical analysis of Macroseal Emulsion or approved equal. A list of at least (5) micro-surfacing projects which used the same emulsion and design mix indicated in the bid documents. These projects must have been completed within the last three years and the list must include the locations, amount of square yards applied and a reference name_a~nd telephonenumber, ~ * Note: Any and all exceptions or substitutions to the specifications contained herein must be listed seperatly and included within the contractors formal bid proposal. END OF SPECIFICATION: Page 7 of 7 NON-COLLUSIVE BID CERTIFICATE The undersigned bidder certifies that this bid has been arrived at by the bidder independently and has been submitted without collusion with any other vendor of materials, supplies or equipment of the type described in the invitation for bids, 'and the contents of this bid have not been communicated by the bidder, nor, to its best knowledge and belief, by any of Its employees or agents, to any person not an employee or agent of the bidder or its surety on any bond furnished herewith prior to the official opening of the bid. (if any) Bid on 2000 TYPE II MICRO-SURFACING P.O. BOX 505 MIDDLE ISLAND N.Y, 11953 696-8798 · Fax 696-0892 April 27,2000 Mr. Raymond Jacobs Supt. of Highways Town of Southold Peconic Lane Pe¢onic, N.Y. 11958 Re: Type II Microsurfacing Dear Mr. Jacobs: The following represents five (5) microsurfacing projects completed within the last three years. Name Town of Brookhaven Town of Islip Town Oyster Bay Town of East Hampton Town of Southampton Amount Reference Name & Number 400,000 s.y. Harold Malkmes, 732-3571 300,000 s.y. John Petite, Jr. 224-5623 225,000 s.y. Ken Bishop 677-5851 150,000 s.y. Christopher Russo 324-0925 150,000 s.y. William Masterson 728-3600 Very truly yours, President KOCH Pavement Solutions ...Longer Lasting Roads January 10, 2000 Tom Gannon Thomas H. Gannon & Sons 75 Cedarhurst Avenue Medford, NY 11763 Dear Tom: This letter is to state that bituminous material meeting microsurfacing (Ralumac) specifications will be manufactured by Koch Materials Company for Thomas H. Gannon & Sons during the year 2000. It is understood and agreed that Koch shall not be liable for any damages for any default or delay, either in delivery or performance due to any shortages caused by Federal, State or supplier rationing. Sincerely, KOCH MATERIALS COMPANY Technic a)/Repre~ientative Eastern Region 3847 Pottsville Pike · Reading, PennsyJvania 19605 · 610.921.0271 · Fax 610.921.1477 I;KOCH KOCH MATERIALS COMPANY ASPHALT DIVISION APRIL 5, 1995 MR. THOMAS GANNON P.O. BOX 505 MIDDLE ISLAND, NY. 11953 TYPICAL ANALYSIS ON RALUMAC MICRO-SURFACING EMULSION IS AS FOLLOWS. VISCOSITY, SAYBOLT FUROL @ 77 F, SEC 49 STORAGE STABILITY TEST, 1 DAY < 1 PARTICLE CHARGE POSITIVE SIEVE, % .015 RESIDUE BY DISTILLATION, % 64.0 MIXING TESTS PASS % POLYMER > 3 TEST ON RESIDUE FROM DISTILLATION @ 350 F PENETRATION, 77 F, 100g, 5 SEC 60 DUCTILITY, 77 F, 5 cm/min, CM 60+ ABSOLUTE VISCOSITY @ 140 F-POISE 18,259 SOLUBILITY IN TRICHLORETHYLENE 99.0 SOFTENING POINT, RING & BALL, F 143 I HOPE THIS INFORMATION IS SUFFICIENT FOR YOUR NEEDS. SINCERELY DAVID E o NEGRO LAB TECHNICIAN 1194 Zinn's Quarry Road · York, Pennsylvania 17404 · 717/84~)-0975 [gKOCH KOCH MATERIALS COMPANY ASPHALT DIVISION June 14, 1999 Mr. Thonms Gammon P.O. Box 505 Middle Islund NY 11953 Dear Mr. Gmmon: Here is the nffx design for the Tilcon New York Inc., Haverstmw QuarE6 Type II aggregate. A optimum asphult content of 7.7% residual asphalt or 12.0% emulsion is indicated for this aggregate. A level of 1% cement was used for tiffs design along with a small amom~t of control additive as required for proper mi.,dng. The design gradation was as follo~vs: Sieve % Passing Type II Spec. 3/8 100.0 100 4 99.5 90-100 8 74.9 65-90 16 48.6 45-70 30 33.2 30-50 50 21.0 18-30 100 11.2 10-21 200 5.0 5-15 Test Results Wet Cohesion, 30 minutes 13 kg-em 60 minutes 20 kg-cm Wet Track Abrasion Loss, I hour soak 6 day soak Classification Compatibility Mix Time 259,3 g/m2 163.6 g/m2 12 Points Passed 120 sec + Wet Stripping 90% + Excess Asplmlt by LWT Sand Adhesion 213 g/m2 Lateral Displacement 1.12% Sl~¢ilig GraviD' after 1000 cycles o1' 57 kg 1.58 1194 Zinn's Quarry Road · York, Pennsylvania 17404 · 717/843-0975 This tnaterial has a Marshall Stability of 2474 lbs. am:t a flow of 11.5. Test data reported herein has been secured by reliable testing procedures. As we have no knowledge of.. or control over the conditions that ma), 'affect the use of the nmterial from which the samples were taken, we asstm~e no responsibility in furmshing this data other than to warrant they represent reliable measurements of the properties of the sample received and tested. S~ely, ~ Ran Kohler Technical Service 17/04 '00 M0N 17:42 FAX 516 765 6145 SOUTHOLD CLERK ~001 *** MULTI TX/RX REPORT *** ****************************** TX/RX NO INCOMPLETE TX/RX TRANSACTION OK ERROR 1309 [* 1612935456 [* 1512449576 [* 16116005243329 [* 17118582329941 [* 32]18009620544 Dodge Reports Brown's Letters Burrelle's Info Data Construct Construct. Info. ELIZABETH A. NEVILLE TOWN C L~.~I~ REGISTiL~R OF VITAL STATISTICS MARRIAGE OFFICER RECOI{DS MANAC~EMENT OFFICER F~EDOM OF ~O~TION O~ICER Town Hall, 53095 Main Road P,O, Box 1179 Southold, New York 11971 Fzx (631) 755-6145 Telephone (631) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD FAX TRANSMITTAL TO: FROM: DATE: RE: CONSTRUCTION INFO - 800 962-05~ DODGE REPORTS 293-5~56 BROWNS'S LETTERS 2~-9576 BURRELLE'S INFO - 800 52b,-3329 DATA CONSTRUCTION 888 232-99~1 BETTY NEVILLE, Southold Town Clerk Tele- 631 765-1800; fax 765-61~5 q/~7/oo "BIDS" ADVERTISEMENT/PUBLICATION Number of Pages (including cover): 2 If total transmittal is not received, please call 631 765-1800. COMMENTS: PLEASE PUBLISH THE FOLLOWING DESCRIBED BID IN YOUR PUBLICATION AT YOUR EARLIEST CONVENIENCE: 6 different road treatments APR-IB-gO O?:~AM FRO~oNSTRUCTIONDATA¢ORP T-4Z8 P.O1 F-371 Tow~ H~II, $Ii08/~ Main. Road P.O. Box 1179 Soul:hold, New York 11971 Telephone (~1) 765-1800 OFFICE OF THE TOWN CI,~RK TOWN OF SOUTHOLD FAX TRANSMITTAL TO: FROM: DATE: RE: CONSTRUCTION INFO ~ 800 DODGE REPORTS BROWNS~S Lg-I IERS 21111-9576 BURRELLP~; INFO ° BO0 DATA CONSTRUCTIO# iisi 232-9~1ll BETTY NEVILLE, Southold Town Clerk Tele. ~1 76~-1~00; fax 76S-61~5 q/17/00 "BIDS" ADVERTISEMENT/PUBLICATION Number of Pages (including cover): 2 If total transmlttal is not received, please cell 631 765-1800. COMMEN TS; PLEASE PUBLISH THE FOLLOWING DESCRIBED BID IN YOUR PUBLICATION AT YOUR EARLIEST CONVENIENCE: 6 different road treatments Bid Opening Date: 10:00'AM: Thursday. April 27, 2000 Please acknowledge receipt ~f this infermation by signing bek~w and returning a faxed ~op¥ to me at 631 7E5-61~5, attention: Betty Neville, Thank you. 17/04 'o0 ~{ON i7:31 F~ 516~1~ 0145 ELIZABETH A. NI~VILLE REGISTRAR OF VITAL I~TATISTICS MARRIA(~E O~'~CEi'! RECORDS lV/A.NAGEMEI~IT OFFICEI/ FREEDOM OF INFORI~A~ION OFFICER To~m Hall, 63095 Main Roacl P,O. Box 1179 $outhold, New york 11971 F~x (681) 76S-6145 Te[ephon,~ (6S1) 765-1800 OFFICE OF THE ?OWN CLEI~ TOWN OF SOUTHOLD TO: FROM: DATE: RE: FAX CONSTRUCTION INFO - 800 962-05~ DODGE REPORTS 293-5~56 BROWNSZS Lt. I IERS Z~1~,-9576 BURRELLE'S INFO - ~00 52~-3529 DATA CONSTRUCTION 888; 232-99~I TRAHSMI TT~.L BETTY NEVILLE, Southold Town Clerk Tele. 631 765-11~00; fax 765-&lQ5 ~/17/oo "BIDS" ADVERTISEMENT/PUBLICATION Number of Pages (including cover): If total transmittal is not received, please call 631 765-1800. COMMENTS: PLEASE PUBLISH THE FOLLOWING DESCRIBED BID tN YOUR PUBLICATION AT YOUR EARLIEST CONVENIENCE: 6 different road treatments Rid Opening Date: 10:o0"AM ~ Thursday, April 27, 2000 Please acknowledge recelp~ of this information by signing below and returning a faxed copy to me at 631 765-61~S, attention: Betty Neville. Th~nk you. l/[ 'd LOOt'ON S~31SAS NOIIV~OJNI NOIIOn~LSNOO ~V60:6 0002 'S['~dV Apr-17-O0 03:38P Times/Rev~iew Newscorp 5162983287 P.O1 TOWN CLERK MAP,~GE OFFiCLR Town HaIL 53095 Main Road P.O. ~o~ 1179 Sotlthok~, New York 11971 Fax (~1) 965-6145 'I'~lephona (63i) 765-1800 OFFICE OF THE 'I~O~VN CLE[~K TOV~'N OF SOITTHOLD FAX i'RANSNI TTAL FROM: BATF: SUFFOLK TtME5 NEW~PAPER BETTY q/l?t0o If total transmittal is r~ot received, please call 516 765-1800, fax ~16 76b-61#S ONE NOTI(:~ IO RIDDERS FOR FURNISHING AND PLACING WITHIN THE TOWN OF $OUTHOt. I) kOR ROAD TREATMENTS. Pt.EASE SIGN ANO RETURN THE FOLLOWING CONFiRMiNC RECEIPT OF TIlE ABOVE. THANK YOU, THANK YOU. 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 thi~ contents of this._.bidfl3ave 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. [if any] Bid on 2000 TYPE II MICRO-SURFACING RAYMOND L. JACOBS Superintendent Highway Department Town of Southold Peconic Lane P.O.Box 178 Peconic, New York 11958 Tel. (516) 765-3140 (516) 734-5211 Fax. (516) 765-1750 2000 SPECIFICATIONS POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT TYPE II MICRO - SURFACING NOTE: THE TOWN OF SOUTHOLD WILL ALSO REQUIRE +/- 30,000 SQUARE YARDS (more or less as may be needed ) OF PAVEMENT TO BE APPLIED ON FISHERS ISLAND. THE CONTRACTOR SHALL BE REQURIED TO NOTIFY EACH RESIDENT AT LEAST 24 HOURS PRIOR TO ANY WORK ON TOWN ROADS. RESIDENTS MUST BE RE-NOTIFIED AFTER DELAYS DUE TO INCLEMENT WEATHER OR JOB OPERATIONS. Calendar Year 2000 PROPOSAL FORM DATE: NAME OF BIDDER: TO: SOUTHOLD TOWN BOARD TOWN HALL - 53095 MAIN ROAD SOUTHOLD, NEW YORK 11971 MEMBERS OF THE BOARD: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below; that this proposal is made without any connection, directly or indirectly with any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned owner is or will be interested directly or indirectly, in the performance of the contract, or the supplies relating to it, or in any portion of the profit thereof; that he has carefully examined all project requirements, including bidding requirements, contract, general and special conditions, specifications, and addenda, if any (Note: acknowledgment of addenda and their dates must be included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed work, and by such other means as he may have chosen, as to the conditions and requirements of the work; and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not provided by the Town (See Specifications) and to perform all the work required to construct, perform and complete the specified work; and that he will start the work as directed by the Town, he will accept, in full payment thereof as listed below: BID ON TYPE "Il" MICRO-SURFACING OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF: TYPE "11" MICRO-SURFACING TRUING & LEVELING (Type 5 - Shim) (written in words) Per Sq. Yd. (written in words) Per Ton (wdtten in numbers) Per Sq. Yd. (written in numbers) Per Ton And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fail or neglect to enter into a Contract pursuant to such proposal and to the requirements of the Town, shall have been deposited in the mail addressed to him at the address given in the proposal, that he shall be considered to have abandoned the contract. We the undersigned, further agree that this proposal shall be reviewed by the Town to correct any deficiencies in the proposed scope of work and, if no corrections are necessary, further agree that this proposal is a formal bid and shall remain in effect for a period of forty-five (45) days, the Town will accept or reject this proposal or by mutual agreement may extend this time pedod. Signature of Bidder: Business Address: Telephone Number: Date: Page 1 of 7 POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT "TYPE I1" MICRO-SURFACING 1. DESCRIPTION: Bids are requested for the purchase and application of a Polymer Modified Asphalt Pavement Course to fill ruts or provide a wearing course for the existing pavement. The paving matedal shall be "Macroseal" or approved equal. The surface shall provide a dense smooth topping free of ravels and blemishes. It shall fill minor depressions, cracks and voids, and be non-bleeding. The mixture shall consist of a polymer modified cationic asphalt emulsion, mineral aggregate, mineral and field control additives and water. The mixture shall be properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by the engineer. The contractor shall also be required to provide & place quantities of Schim Mix Asphalt ("Type 5") as needed and directed by the Superintendent of Highways. The attention of the bidder is specifically called to the fact that the quantities specified herein a~'e considered an estimate only and may not be the quantity of matedal that will actually be required by the Town for the 2000 calendar year. 2. MATERIALS: Emulsified Asphalt, The emulsified Asphalt shall be a qbick-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 AASHTO T59 SDTM F244 * The temperature for this Quality Specification Residue after 62% Min. Distillation test should be held below 280 F (138 C). Tests on Residue AASJTP T59 ASTM D36 AASHTO T49 ASTM D36 ASTM 2170 Softening Point Penetration at 77°F (25°C) Kenematic Vis @ 275°F (135°C) 135°F (57"C) min. 40 - 90 650 cStJsec, min. Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance to assure that it is the same as that used in the mix design. Page 2 of 7 Aggregate. The Type II mineral aggregate shall be manufactured crushed stone, sand, slag, crusher fines, or combination thereof. Smooth textured sand of less than 1.25% water absorption, as tested by ASTM C128, shall not exceed 50% of the total combined aggregate. The aggregate shall be clean and free from organic matter, dirt, dust, and other deleterious substances. When tested, the Type II aggregate shall meet the following requirements. Test Quality Specification AASHTO T176 ASTM D2419 Sand Equivalent 60 min. AASHTO T104 ASTM C88 AASHTO T96 ASTM C131 Soundness Abrasion Resistance 15% max. using NA2 SO4 or 25% max. using MgSO4 30% max. Abrasion tests shall be run on the aggregate before it is crushed. All aggregate shall meet New York State approved polishing values. Gradino. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 - (ASTM C117), the target mix design or aggregate gradation shall meet the following: Type II Aggregate Sieve Size Percent Passing Sieve Size Percent Passing 3/8" 100 # 30 30 - 50 (+/- 5%) # 4 90-100 (+/-5%) #50 18-30 (+~-4%) # 8 65 - 90 (+/- 5%) #100 10- 21 (+/- 3%) #16 45-70 (+/-5%) #200 5-15 (+/-2%) Water. The water shall be potable and shall be free of harmful soluble salts. Polymer Modifier. The Polymer Modifier shall be milled into the asphalt emulsion. The emulsified asphalt shall be so formulated that when the paving mixture is applied at a thickness of one (1) inch with the relative humidity at not more than 50 % and the ambient air temperature of at least 75 degrees F., the matedal will cure sufficiently so that rolling traffic can be allowed in one (1) hour with no damage to the su~aca, as verified by the engineer. Page 3 of 7 Mineral Filler. The mineral filler shall be any recognized brand of nonairentrained portland cement or hydrated lime that is free from lumps. The type and amount of mineral filler needed shall be determined by laboratory mix design and will be considered as part of the mineral gradation requirement. An increase or decrease of less than one percent may be permitted when the Micro-Surfacing is being placed if it is found to be necessary for better consistency or set times. 3. GENERAL REQUIREMENTS: Truing & Leveling with Bituminous Asphalt Concrete. The pavement shall be equal to NYSDOT-Type 5 Shim and shall be applied at the discretion of the Highway Superintendent. Bituminous pavers shall be self-powered units, provided with an activated screed or strike-off assembly. The machine shall be capable of spreading and finishing courses of bituminous plant mix matedal in lane widths up to twelve (12') feet or thickness up to four (4") inches as may be specified by the Highway Superintendent. All existing pavement surfaces where Schim Mix Asphalt Concrete work is required shall be fog sealed with RC 250 at 0.10 gallons per Square Yard prior to placement of pavement. After placement, the Asphalt Concrete Material shall be thoroughly and uniformly compacted with an approved vibrator type or static steel wheel roller conforming to section 401-3.12 of the NYSDOT construction manual to obtain a thoroughly compacted pavement. Mix Design. Before the work commences, the contractor shall submit a signed mix design report covering the specific materials to be used on the project. This design shall be performed by the emulsion producer. Once the materials are approved, no substitutions will be permitted unless first tested and approved by the emulsion producer and the engineer. The materials manufacturer shall develop the job mix design and present certified test results for the engineer's approval. Compatibility of the aggregate and the emulsion shall be verified by the mix design. The job mix formula shall provide a minimum Marshall stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM 1559 or AASHTO 2450 procedure. All component materials used in the mix design shall be representative of the materials proposed by the contractor for use on the project. Specifications. The engineer shall approve the design mix and all Micro-Surfacing materials and methods prior to use. The component materials shall be within the following limits. Residual Asphalt Mineral Additive Polymer Based Modifier Field Control Additive Water - 5% to 9% by dry weight of aggregate - 0.5% to 3% by dry weight of aggregate - minimum 3% solids based on bitumen weight content - As needed to provide specified properties - As needed to provide proper consistency Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Square Yard. Page 4 of 7 Equipment. All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Descriptive information of the mixing and application equipment to be used shall be submitted for approval not less than 10 days before work starts. (a.) Mixing Equipment - The material shall be mixed by a mixing machine which shall be a continuous-flow mixing unit able to accurately deliver and proportion the aggregate, emulsified asphalt, mineral filler, field control additive and water to a revolving multi-blade mixer and discharge the thoroughly mixed product on a continuous basis. The machine shall have sufficient storage capacity for aggregate, emulsified asphalt, mineral filler, field control additive and water, to maintain an adequate supply to the proportioning controls. (b.) Proportioning Devices - Individual volume or weight controls for proportioning each material to be added to the mix shall be provided. Each material control device shall be so calibrated and properly marked. They shall be accessible for ready calibration and to be equipped with a revolution counter or similar device so that the engineer may determine the amount of each material used at any time. (c.) Emulsion Pump - The emulsion pump shall be a heated positive displacement type. (d.) Spreading Equipment - The paving mixture shall be spread uniformly by means of a mechanical type squeegee box, equipped with paddles to agitate and spread the materials throughout the box. The equipment shall provide sufficient turbulence to prevent the mix from setting in the box or causing excessive side build-up or lumps. Flexible seals shall be in contact with the road surface to prevent loss of mixture from the box. The rear seal shall act as a final stdke off and shall be adjustable. The contractor shall operate the spreading equipment in such a manner to prevent the loss of the mixture on super-elevated curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid-resistant surface without causing skips, lumps or tears in the finished surface. (e.) ^uxiliary 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 covedng the exact materials to be used may be acceptable provided they were made during the current calendar year. Weather Limitations, The material shall be spread only when: 1. The road surface and atmospheric temperatures are at least 45 degrees F. and rising. 2. The weather is not foggy or rainy. 3. There is no forecast of temperatures below 32 degrees F. within 48 hours from the time of placement of the mixture. Page 5 of 7 Surface Preparations. The area to be surfaced shall be thoroughly cleaned of vegetation, loose aggregate, dirt, grease, oil or any type of objectionable surface film. Manholes, valve boxes and other service entrances shall be protected from the surfacing material. Stockpiles, Precautions shall be taken to insure that stockpiles do not become contaminated. Stockpiles shall be kept in areas that drain readily. Application. The surface shall be pre-wetted by fogging ahead of the spreader box. The entire surface should be damp with no apparent flowing water in front of the box. The surfacing mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of material shall be carried in all parts of the spreader at all times so that a complete coverage is obtained. Overloading of the spreader box should be avoided. No lumping, bailing, or unmixed aggregate shall be permitted. No streaks, such as those caused by oversized aggregate, will be left in the finished surface. If excess oversize develops, the job will be stopped until the contractor proves to the engineer that the situation has been corrected. No excess build-up, uncovered areas or unsightly appearances shall be permitted on longitudinal or transverse joints. The contractor shall provide suitable width spreading equipment to produce a minimum number of joints. The finished surface shall present a uniform and skid resistant texture satisfactory to the engineer. Areas which cannot be reached with the mixing machine shall be surfaced using hand squeegees to provide complete and uniform coverage. The area to be hand-worked shall be lightly dampened prior to the mix placement. Care shall be exercised to leave no unsightly appearance from hand-work. Quality Control. Tl'{e contractor shall be responsible for any and all fees relating to materials testing. The contractor will permit the engineer to take samples of the aggregate and asphalt emulsion to be used in the project at the engineers discretion. Gradation and sand equivalent tests may be run on the aggregate and residual asphalt tests on the emulsion. Test results will be compared to the specifications. Samples of the mixture could be taken as often as two (2) times each day. Consistency and residual asphalt content tests may be made on the samples and compared to the specifications. The contractor will be notified immediately if any tests fails to meet the specifications. If any two successive tests on the material fail, the job shall be stopped. If any two successive tests on the mix from the same machine fail, the use of that machine will be suspended. Traffic Maintenance, The contractor shall be responsible for providing maintenance and protection of vehicular and pedestrian traffic associated with this work. Opening to traffic does not constitute acceptance of the work. Method of Payment. The quantity to be paid for under this item shall be the number of square yards of pavement covered in accordance with the specification. Page 6 of 7 Qualifications. The contractor shall have or be associated with a company that has a minimum of three years experience in the application of micro-surfacing material. In order to insure the efficient application of the product, the contractor must own or show the ability to rent and maintain a minimum of two mixing units capable of meeting the minimum requirements set forth in these specifications. Submittals. The contractor shall be required to submit the following information with his bid: 2. 3. 4. A letter of availability from the intended MSE supplier. A certified mix design from the materials manufacturer. A typical analysis of Macroseal Emulsion or approved equal. A list of at least (5) micro-surfacing projects which used the same emulsion and design mix indicated in the bid documents. These projects must have been completed within the last three years and the list must include the locations, amount of square yards applied and a reference name and telephone number. * Note: Any and all exceptions or substitutions to the specifications contained herein must be listed seperatly and included within the contractors formal bid proposal. END OF SPECIFICATION: Page 7 of 7 NON-COLLUSIVE BID CERTIFICATE The undersigned bidder certifies that this bid has been arrived at by the bidder independently and has been submitted without collusion with any other vendor of materials, supplies or equipment of the type described in the invitation for bids, 'and the contents of this bid have not been communicated by the bidder, nor, to its best knowledge and belief, by any of its employees or agents, to any person not an employee or agent of the bidder or its surety on any bond furnished herewith prior to the official opening of the bid. (Signed) (Corporate Title) (if any) Bid on 2000 TYPE II MICRO-SURFACING ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED AT A REGULAR MEETING OF THE SOUTHOLD TOWN BOARD HELD ON APRIL 11. 2000: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for bids for the following road surface treatments for the year 2000 for the Superintendent of Highways: 1. Oil and Sand 2. Oil and Stone 3. Liquid Asphalt o.. 5and Mix (Type 5 Shim) 5. Type 6 Top 6. Emulsions and Stone 7. RC-250 Liquid Asphalt 0ii F. Recycled Stone 8. Type II Micro-surfacing Southold Town Clerk April 11. 2000 $5.0,0 per set per item ITEM NO. 8 BID ON "TYPE II MICRO-SURFACING" - ROAD TREATMENT BID OPENING DATE: 10:00 AM, Thursday, April 27, 2000 Company Name & Contact Person Address Telephone & Fax Numbers 4/24 1. Rosmar Construction 56 Pine St., E. Moriches 11940 631-878-2323 '4/25 2. Thomas Gannon & Sons, Inc PO Box 505 Middle Island, NY 11953 631/696-8798 631/696-0892 e ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID ON ROAD TREATMENT - TYPE II MICRO-SURFACING BID OPENING: 10:00 AM, THUSDAY, APRIL 27, 2000 ONE (1) BID WAS RECEIVED: 1. Thomas H. Gannon and Sons, Inc., P. O. Box 505, Middle Island, NY 11953 Type "IF' Micro-Surfacing Truing & Leveling (Type 5 - Shim) $1.10 per sq. yd. 65.00 per ton RAYMOND L. JACOBS Superintendent Highway Department Town of Southold PeconicLane EO.Box 178 Peconic, NewYorkl1958 Tel. (516)765-3140 (516) 734-5211 Fax. (516) 765-1750 2000 Z SPECIFICATIONS POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT TYPE il 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 OPB~.~ TIONS. ~lendar Year 2010o PROPOSAL FORM DATE: 'Z~//"~ "//00 NAME OF BIDDER: TO: SOUTHOLD TOWN BOARD TOWN HALL - 53095 MAIN ROAD SOUTHOLD, NEWYORK 11971 MEMBERS OF THE BOARD: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below;, that this proposal is made without any connection, directly or indirectly with any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned owner is or will be interested directly or indirectly, in the performance of the contract, or the supplies relating to it. or in any portion of the profit thereof; that he has carefully examined all project requirements, including bidding requirements, contract, general and special conditions~ specifications, and addenda, if any-(Nbte~ ~cknbv~edgn~ent of edde n-d-a'find~.haW~laIe-s mustbe--; -.:: - 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 (Sea Spacifications) and to perform all the work required to constn, mt, 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 listedbelow'. BID ON TYPE '11" MICRO-SURFACING OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF: TYPE "11" MICRO. SURFACING (written in wo~s,~,Per Sq. Yd. (raVen in nul~bers) Per SCl. Yd. TRUING & LEVELING (Type 5 - Shim) (mitten In numbers) Per Ton And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fall or neglect to enter Into a Contract pursuant to such proposal and to the requirements of the Town, shall have been deposited in the mall addressed to him at the address given in the proposal, that he shall be consider.ed 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: Page'l' of 7 TOWN COPY AGREEMENT THIS AGREEMENT, made this j'~' day of May, 2000 between the TOWN OF SOUTHOLD, a municipal corporation of the state of New York, having its office and principal place of business at 53095 Main Road, Southold, New York 11971, hereinafter called the "Town" and, Thomas H. Gannon & Sons, Inc., hereinafter called the "Contractor". WHEREAS, the Town of Southold did heretofore request and receive bid proposals from the Contractor to furnish and apply Polymer Modified Emulsified Asphalt Pavement, Type H Micro-Surfacing within the Town of Southold. WHEREAS, the Town of Southold accepted the proposals of the Contractor on the 9th of May 2000. NOW, THEREFORE, IT IS AGREED AS FOLLOWS: 1. The Contractor agrees to perform the work required to furnish and apply Polymer Modified Emulsified Asphalt Pavement, Type H Micro-Surfacing which consists of: Type H Micro-Surfacing; and Truing & Leveling (Type 5 - Schim) on the mainland and Fishers Island in accordance with the Bid Specifications and contractor's proposal attached hereto and made a part of this contract. 2. The Town does hereby agree to pay the Contractor for the work described in Item #1, the total sum of One Dollar Ten Cents ($1.10) per square yard for Type II Micro-Surfacing and Sixty-Five Dollars ($65.00) per ton for Truing and Leveling (Type 5 - Shim) within sixty (60) days of the completion of said work and the acceptance thereof by the Town. 3. The Contractor shall secure and maintain such insurance that will protect him/her from claims under the Worker's Compensation Acts and from claims for bodily injury, death or property damage which may arise from the performance of his services under this Agreement, in limits of $1,000,000 and $2,000,000 aggregate liability for bodily injury and property damage. 4. The Contractor shall indemnify and hold harmless the Town from and against all suits, claims, demands or actions for any injury sustained or alleged to be sustained by any party or parties in connection with the alleged negligent performance or negligent performance by the Contractor, his employees or agents or any subcontractor and in case of any such action brought against the Town, the Contractor shall immediately take charge of and defend the same at his own cost and expense. In addition, the Conffactor will name the Town as an additional insured on any applicable policies. 5. IN WITNESS WHEREOF, the parties hereto have set their hands and seals the day and year first above written. Town of Southold Jeh~a W. Cochran, Supervisor g p ~ttlve f Thomas H. Gannon & Sons, Inc. (Contractor) ELIZ~dBETH A. NEVILLE T OVv-N CLERK REGISTPu~R OF VITAL STATISTICS NL&RRIAGE OFFICER RECORDS MA~TAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 OFFICE OF THE TOVV~N CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED AT A REGULAR MEETING OF THE $OUTHOLD TOWN BOARD HELD ON MAY 9, 2000: 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-Surfacing within the Town of Southold, all in accordance with the bid specifications, as follows: Type ~'11" Micro-Surfacing $ 1.10 per sq. yd. Truing & Leveling (Type 5 - Shim) $65.00 per ton Ellz~beth A. Neville Southold Town Clerk May 9, 2000 ELIZABETH A. NEVILLE TOWN CLERK REGISTP~AR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID ON ROAD TREATMENT - TYPE II MICRO-SURFACING BID OPENING: 10:00 AM, THUSDAY, APRIL 27, 2000 ONE (1) BID WAS RECEIVED: 1. Thomas H. Gannon and Sons, Inc., P. O. Box 505, Middle Island, NY 11953 Type "II" Micro-Surfacing Truing & Leveling (Type 5 - Shim) $1.10 per sq. yd. 65.00 per ton LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 Of the General Municipal Law, that sealed bids are sought and requested for furnishing and placlng within the Town of Southold, the following road treat~nents: 1. Oil and Sand 2. Oil and Stone 3. Liquid Asphalt Sand Mix (Type 5 Shim) 5. Type 6 Top 6. Emulsions and Stone 7. RC-250 Liquid Asphalt Oil:8 Recycled Stone. 8. Type II Micro-surfacing Specifications may be obtained at the Offic~ of the Town Clerk, Town of Southold, Town Hall, 53095 Main Road, Southold, New York 11971, upon payment of a fee of $5.00 per set per item, non-refundable fee. The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft, certified check, or bid bond Jn the amount of 2% of the amount of the bid, Will be received by the Town Clerk of the Town of Southold at the Southold Town Hall, 53095 Main Road, Southold, New York, until 10:00 A.M,, Thursday, April 27, 2000, 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 ail 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 ~n envelopes plainly marked with the type of road treatment being bid on, and submitted to the Office of the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: April 11, 2000. ELIZABETH A. ~NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON APRIL 20, 2000, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971 Copies to the following: The Suffolk Times Town Board Members Town Attorney Superintendent of Highways Jacobs Dodge Reports Brown's Letters Burrelle=s Information Services Construction Data Construction Town Clerk's Bulletin Board LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the General Municipal Law, that sealed blds are sought and requested for furnishing and placing within the Town of Southold, the following road treatments: i 2: Oil and Sand Oil and Stone 3. Liquid Asphalt · . Sand Mix (Type 5 Shim) ii TYpe 6 T°p Emulsions and Stone RC-250 Liqui~d. Asphalt Oil & Recycled Stone. 8. Type II MiCro Surfacing Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, 53095 Main Road, Southold, New York 11971, upon payment of a fee of $5.00 per set per item, non-refundable fee. The sealed bids, together with a Non-ColluSive Bid Certificate, and bank draft, certified check, or bid bond in the amount of 2% of the amount of the bid, will be received by the Town Clerk of the Town of Southold at the Southold Town Hall, 53095 Main Road, Southold, New York, until 10:00 A.M., Thursday, April 27, 2000, at which time they will be opened and read aloud in public. The Town Board of ,the Town of Southold reserves the right to reject any and all bids and waive any and all informalities in any bid should it be deemed in the best interest of the Town of Southold to do so All bids must be signed and sealed in envelopes plainly marked with the type of road treatment being bid on, and submitted to the Office of the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: April 11, 2000. ELIZABETH A. ',NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON APRIL 20, 2000, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971 Copies to the following: The Suffolk Times Town Board Members Town Attorney Superintendent of Highways Jacobs Dodge Reports Brown's Letters Burrelle~s Information Services Construction Data Construction Town Clerk's Bulletin Board P.O. BOX 505 MIDDLE ISLAND, N.Y. 11953 696-8798 · Fax 696-0892 April 27,2000 Mr. Raymond Jacobs Supt. of Highways Town of Southold Peconic Lane Peconio, N.Y. 11958 Re: Type II Microsurfacing Dear Mr. Jacobs: The following represents five (5) microsurfacing projects completed within the last three years. Name Town of Brookhaven Town of Islip Town Oyster Bay Town of East Hampton Town of Southampton Amount 400,000 s.y. 300,000 s.y. 225,000 s.y. 150,000 s.y. 150,000 s.y. Reference Name & Number Harold Malkmes, John Petito, Jr. Ken Bishop Christopher Russo 732-3571 224-5623 677-5851 324-0925 William Masterson 728-3600 Very truly yours, Thomas H. President KOCH Pavement Solutions ...Longer Lasting Roads January 10, 2000 Tom Gannon Thomas H. Gannon & Sons 75 Cedarhurst Avenue Medford, NY 11763 De~ Tom: This letter is to state that bituminous material meeting micmsurfacing (Ralumac) specifications will be manufactured by Koch Materials Company for Thomas H. Gannon & Sons during the year 2000. It is understood and agreed that Koch shall not be liable for any damages for any default or delay, either in delivery or performance due to any shortages caused by Federal, State or supplier rationing. Sincerely, KOCH MATERIALS COlVlPANY Eastern Region 3847 Pottsville Pike * Reading, Pennsylvania 19605 · 610.921.0271 · Fax610.921.1477 [ IKOCH KOCH MATERIALS COMPANY ASPHALT DIVISION APRIL 5, 1995 MR. THOMAS GANNON P.O. BOX 505 MIDDLE ISLAND, NY. 11953 TYPICAL ANALYSIS ON RALUMAC MICRO-SURFACING EMULSION IS AS FOLLOWS. VISCOSITY, SAYBOLT FUROL @ 77 F, STORAGE STABILITY TEST, 1 DAY PARTICLE CHARGE SIEVE, % RESIDUE BY DISTILLATION, % MIXING TESTS % POLYMER TEST ON RESIDUE FROM DISTILLATION PENETRATION, 77 F, 100g, 5 SEC DUCTILITY, 77 F, 5 cm/min, CM ABSOLUTE VISCOSITY @ 140 F-POISE SOLUBILITY IN TRICHLORETHYLENE SOFTENING POINT, RING & BALL, F SEC 49 < 1 POSITIVE .015 64.0 PASS > 3 @ 350 F 60 60+ 18,259 99.0 143 I HOPE THIS INFORMATION IS SUFFICIENT FOR YOUR NEEDS. SINCERELY DAVID E. NEGRO LAB TECHNICIAN 1194 Zinn's Quarry Road · York, Pennsylvania 17404 · 717/843-0975 [eKOCH KOCH MATERIALS COMPANY ASPHALT DIVISION June 14, 1999 Mr. Thomas Ganaon P.O. Box 505 Middle Island NY 11953 Dear Mr. Gannon: Here is the mix design for the Tllcon New York Inc., Haverstmw Quarry, Type II aggregate. A optimum aspludt content of 7.7% res~ittnal asphalt or 12.0% emulsion is indicated for this aggregate. A level of 1% cement was used for fids design along witli a small amount of control additive as r~qnired for proper mixing. The design gradation was as follows: Sieve % Passing Type II Spec. 3/8 100.0 100 4 99.5 90-100 8 74.9 65-90 16 48.6 45-70 30 33.2 30-50 50 21.0 18-30 100 11.2 10-21 200 5.0 5-15 Test Results Wet Cohesion, 30 minutes 13 kg-em 60 minutes 20 kg-em Wet Track Abrasion Loss, 1 hour soak 6 day soak Classification Compatibility 259.3 g/m2 163.6 g/m2 12 Points Mix Time Passed 120 sec + Wet Stripping 90% + Excess Asphalt by LWT Sand Adhesion 213 g/m2 Lateral Displacement 1.12% Sp~i~ Cffavity afar 1000 cycles of 57 kg 1.58 1194 Zinn's Quarry Road · York, Pennsylvania17404 · 717/843-0975 This matefml has a Mttr~hal! Stability of 2474 lbs. al~d a flow of 11.5. 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 assmne no respon~fl~flity in furnishing this data other than to warrant they represent reliable measurements of the properties of the smnple received and tested. S~rely, Ron Kohler Technical Service