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HomeMy WebLinkAboutHighway - Type II Micro-Surface$5.00 per set. per item ELIZABETH A. NEVILLE TOWN CLERK REGISTIL~R 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 (516) 765-6145 Telephone (516) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD II'EM NO. 8 BID ON "TYPE II MICRO-SURFACING" - ROAD TREATMENT BID OPENING DATE: MAY 27, 1999, THURSDAY, 10:00 A.M. Company Name & Contact Person Address Telephone g Fax Numbers 1. Thomas H. Gannon $ Sons P.O. Box 505, Middle Island, Il&53 '696-8798 696-08&2(Fax} 5~.4john/~2 T. Montecalvo, Inc. Ron Montecalvo Northeast Surfacing PJ Corazzini 48 Railroad Ave. Center Moriches, N.Y. 11934 3120 Albertson Lane Greenport, NY 11944 516/325-1492 516/325-1580(FAX) 516/765-9410 516/765-5510 fax ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMEI~T OFFICER FREEI~OM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-6145 Telephone (516) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID ON ITEM NO. 8 HIGHWAY - TYPE 2 MICRO-SURFACING BID OPENING: 10:00 A.M., THURSDAY, MAY 27, 1999 Two (2) Bids were received: Northeast Surfacing Inc., 3120 Albertson Lane, Greenport, NY 11940, Type "11" Micro-Surfacing $.89 per square yard Truing & Leveling $48.00 per ton Thomas H. Gannon, ~, Sons, Type "11" Micro-surfacing Truing & Leveling Inc., PO Box 505, Middle Island, NY 11953 $.84 per square yard $65.00 AGREEMENT made this 11th day of June , 19 99, between Thomas H. Gannon ~ Sons its principal office and place of business at 75 Cedarhurst Ave., Medford. NY (Mailil3g Address: PO Box 505, Middle Island, NY 11953 , hereinafter called the Contractor, and the TOWN OF SOUTHOLD, a mumc~pa~ corporation of the State of New York, with offices at 53095 Main Road, Southold, Suffolk County, New York, hereinafter called the Town. WlTNESSETH, that the Contractor has agreed to provide all necessary labor, materials, equipment and incidentals required to furnish and place asphalt concrete for the Town of Southold in accordance with the requirements of the specifications for bid, at the following unit prices: "TYPE II MICRO-SURFACING" Type '11' Micro-Surfacing $.8~ per yd. Truing ~, Leveling (Type 5 - Shim) $65.00 per ton The above specified contract shall be a period of one (1) year from the 11th day of hmo 1999 through the 11tl~lay of June 2000. IN WITNESS WHEREOF, the parties hereto have set their hands and seals the day and year first above written. TOWN OF SOUTHOLO BY Jean~. ~n~S~~ STATE OF NEW YORK COUNTY OF SUFFOLK On the ~ day of -.~-~4~ //~77, before me personally came '~'~ar~,,a_~ ]~,.~.-,~ ."~rfl , to me known, who, being by me duly sworn, did depose and say that he resides at 4~'~-~17/~ ~. /~'T'. ~',~ A/_~/~. and that he is the ~¢~. of ~'-~/o~. (/-~, ~-~, ~ .l.~)~c --~'~-~..~' the corporation described in and which executed the foregoing instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, that the he signed his name there by like order. NOTARY PUBLIC, State of New York 01M^6023522 Qualified In Suffolk County Commission Expires A0d126,~ [ STATE OF NEW YORK COUNTY OF SUFFOLK On the23rdday of July · 1999 W. COCHRAN, to me known, who being · before me personally came JEAN by me duly sworn· did depose and say that she resides at Boisseau Avenue, Sbuthold. New York, and that she is the Supervisor of the Town of Southold, the corporation described in and which executed the foregoing instrument; that she knowsthe seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Town Board of the Town of Southold, and that she signed her name thereto by like order. Notary Public ELIZABETH ANN NEVILLE Notary P[~blic, State of New York r~ E,2-~:*~2~850, Suffolk County Ter'~': E>.~pires October 31,_'-.), 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 (516) 765-6145 Telephone (516) 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 5OUTHOLD TOWN BOARD HELD ON JUNE 8. 1999: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Thomas H. Gannon ~, Sons 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 $.8~ per sq. yd. Truing & Leveling (Type 5 - Shim) $65.00 per ton ElizabethA.~' lf~ Southold Town Clerk June 8. 1999 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hail, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-6145 Telephone (516) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 23, 1999 Thomas H. Gannon, Jr. Thomas J. Gannon & Sons Post Office Box 505 Middle Island, New York 11953 Dear Mr. Gannon: Enclosed please find contracts for your signatures on the Bid for the Polymer Modified Emulsified Asphalt Pavement "Type II Micro-Surfacing". Please sign both copies, then return the "TOWN COPY" in the enclosed self-addressed, stamped envelope. Should you have any questions, please call me at 765-1800. Thank you. Very truly yours, Elizabeth A. Neville Southold Town Clerk Enclosure 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 (516) 765-6145 Telephone (516) 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 JUNE 8. 1999: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Thomas H. Gannon & Sons 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 $.8q per sq. yd. Truing & Leveling (Type 5 - Shim) $65.00 per ton Southold Town Clerk June 8. 1999 ELIZABETH A. NEVILLE TOWN CLERK REGISTB. 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 June 26, 2000 CERTIFIED MAIL RETURN RECEIPT REQUESTED Thomas H. Gannon, Jr. Thomas H. Cannon & Sons Post Office Box 505 Middle Island, New York 11953 Dear Mr. Cannon: Thank you for the return of your fully executed contract for "Type II Micro-Surfacing" road surfacing materials for the Town of Southold for 2000-2001. Your certified check no. 11755 in the amount of $3,000.00 is enclosed herewith. Thank you for submitting your bid. Very truly yours, Elizabeth A. Nev~ Southold Town Clerk Enclosure CERTIFIED o. 'r.E Eot~ow,.~ ~co..1~,~8L E AS ORIGINALLY DRAWN (TRD"'NI EN ~YG~~D SONS INC. ~~. OOO_ OO~ os/ / ss nr ~T ROY 11755 DATE 1-14887280 SENDER: [3 Complete items I and/er 2 for additional services. Complete items 3, 4a, and 4b. [~ Print your name and address on the reverse of this form so that we can retum this card fo you. D Attach this form to the front of the mailpiece, or on the back if space does not 3. Article Addressed to: ' Thomas J, Gannor~. Jr. Thomas N. G~nnon & Sons P O Box 505 ~v,iddl, Island NY 11953 5~(PdntName) 6. ~,~, (,A, dd~ ~ssee or .4gent) PS Form 3811, December 1994 I also wish to receive the follow- ing services (for an extra fee); 1. [] Addressee's Address 2. O Restricted Delivery 4a. Article Number Z 088 476 989 4b. Service Type [] Registered [] Certified ~ Express Mai~ [] Insured [~ RetumReceiptforMerchandise []COD 7. Date of Delivery 8. Addressee's Address (Only if requesteq and fee is paid) lO2595-99~e-0223 Domestic Return Receipt o F T C Office Z 088 q71:, 989 US Postal Service Receipt for Certified Mail NO Insurance Coverage Provided. Do not use for International Mail (See revetse~ Sentto I homas H. L, annon, jr Thomas H. Gannon & Sons S~ee{ & Number P O Box 505 Post Off'me, S~ate, & ZIP Code Middle Island NY postage $ CedifiedFee 11953 .33 1 °40 Special Delivery Fee Relum Receipt Showing~o~ .) I; UNITED STATES POSTAL SERVICE Postage & Fees Paid USPS Permit No. G-lO · Print your name, address, and ZIP Code in this box · Elizabeth A, Neville Southold Town Clerk PO Box 1179 Southold NY 11971 r.r ~VED JUN29 SENDER: 3. Article Addressed to: · ~ 5. Received By: (_..Print N~me) 6. Signature: (~Agent) -- PS Form 3811,~em~r 1994 Mr. P.J. Corazzini l, brtheast Surfacir~q ,Inc. 3120 Albertso~ Greenport, NY 119,*- I also w{sh to receive the fallowing sen/ices (for an extra fee): 1. [] Addressse's Address 2. [] Restricted Delivery Consult postmaster for fee. -~' 4a. Article N~umber ? ~2~ 182 83q 102595-97-B-0179 Domestic Return Receipt P 226 182 834 US Postal Service Receipt for Certified Mail No insurance Coverage Provided. Do not use for international Mail (See reverse) Sent to r. . orazzi i Nor t~i~stP ~Jd r t~c,ng, qnc- Street & Number 3120 ^lbertson Lane Pest Office, State, & ZiP Code Greenport, NY i19qq Postage Certified Fee $ .33 1 Spedal Delivery Fee Rest~cted Delivery Fee Return Receipt Showing to I .25 Whom&Date ' Return Rec ' ~TO 2.98 UNITED STATES POSTAl. SERVICE Postage & Feee4~ar:r USPS . '} Permit No. G-1 · Print your name, address, nd ZIP Code in this box · Elizabeth A. Neville Southold Town Clerk PO Box 1179 Southold, NY 11971 I,,,Ih,,llhh,h,,I,,,lllh.hh.hhhh,l,,,Ihh,,,hlt ELIZABETH A. NEVILLE TOWN CLERK REGISTB. AR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFOtUVLATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-6145 Telephone (516) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 23, 1999 Northeast Surfacing, Inc. 3120 Albertson Lane Greenport, New York 1194u, Dear Mr. Corazzini: The Southold Town Board at their regular meeting held on June 8, 1999 adopted a resolution accepting the bid of Thomas H. Gannon & Sons for the Polymer Modified Emulsified Asphalt Pavement. A certified copy of this resolution is enclosed. Enclosed please find your certified check no. 001049 in the amount of $2,670.00. Thank you for submitting your bid. Very truly yours, Elizabeth A. Neville Bfldgehamp~n National Bank ~ n -1 NORTHEAST SURFACING, INC. southo~ er=ch U U J. '~-- 5 I/.8 Al.B,.,, ;~E,14 LANE Feather Hill Main Road mom' CHE-(~ 010OM'/2~ ~ ~ ~=G~ENPQ. a.T, I~' 1194~ Southold, NY 11971 ~"' I~ o ~"~1 ~ ~ 00001049 ~-~ ~ ~ ~ ~= ~ DATE AMOUNT ~ ,.-~ ~ ~,~1 ~ =~ 05/27/99 ****2,670.00 ~AY ~ ~ ~o~ O~ ~ ~ ~-~ THE ~ ~0~ 10~ ~ ~ "'O0~Ohq~P ~:O~hO~&~?~: 050D0~80 ~' 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 (516) 765-6145 Telephone (516) 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 5OUTHOLD TOWN BOARD HELD ON JUNE 8, 1999: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Thomas H. Gannon & Sons 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 $.8/~ per sq. yd. Truing £ Leveling (Type 5 - Shim) $65.00 per ton Southold Town Clerk June 8, 1999 LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 03 of the General Municipal Law, that sealed bids are sought and requested 'or furnishing and placing within the Town of Southold. the following road ~reatamnts: 2. 3. 5. 6. 7. 8. Specifications may iouthold, Town Hall, Oil and Sand Oil and Stone Uquid Asphalt Sand Mix (Type 5 Shim) Type 6 Top Emulsions and Stone RC-250 Liquid Asphalt Oil & Recycled Stone. Type II Micro-surfecing be obtained at the Office of the Town Clerk, Town of 53095 Main Road, Southold, New York 11971, upon ;~ayment of a fee of $5.00 per set per item, non-refundable fee. The sealed bids, together with a Non-Collusive Bid Certificate, and hank ~raft, certified check, or bid bond in the amount of 2% of the amount of the ~id, 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 ~.M-', Thursday, May 27, 1999, at which time they will be opened and read ~loud 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. '3ated: May 12, 1999. ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON MAY 20, 1999, 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 Traveler Watchman 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 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) ELIZABETH A. NEVILLE, Town Clerk of the Town of Southold, New York being duly sworn, says that on the 12th day of May 1999 she affixed a notice of which the annexed printed notice is a true copy, irt a proper and substantial manner, in a most public place in the Town of 5outhold, Suffolk County, New York, to wit: Town Clerk's Bulletin Boardr Southold Town Hall, 53095 Main Road, Southold, New York. "Notice to Bidders for 1999 on road surface treatments". Bid opening date 10:00 A.M., May 27, 1999. Southold Town Clerk Sworn to before me this 17th day of May , 1999. Notar~ Public 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 (516) 765-6145 Telephone (516) 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 JUNE 8. 1999: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Thomas H. Gannon & Sons 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 $.8~ per sq. yd. Truing & Leveling (Type 5 ~ Shim) $65.00 per ton Elizabeth A. Neville Southold Town Clerk June 8. 1999 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 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 19~ , PROPOSAL FORM DATE: NAME OF BIDDER: TO: SOUTHOLD TOWN BOARD TOWN HALL - 53095 MAIN ROAD SOUTHOLD, NEW YORK 11971 MEMBERS OFTHEBOARD: 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 att 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 raquirements of the work; and he proposed and agrees that if his proposal be accepted he will contract to fumish all materials not provided by the Town (See Specifications) and to perform all the work required to construct, perform and complete the specified work; and that he will start the work as directed by the Town, he will accept, in full payment thereof as listed below: BID ON TYPE "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 TRUING & LEVELING (Type 5 - Shim) (written in words) Per Sq. Yd. (wdtten in words) Per Ton (written in numbers) Per Sq. Yd. (wdtten 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 period. 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 material shall be "Macroseal" or approved equal. The surface shall provide a dense smooth topping free of ravels and blemishes. It shall fill minor depressions, cracks and voids, and be non-bleeding. The mixture shall consist of a polymer modified cationic asphalt emulsion, mineral aggregate, mineral and field control additives and water. The mixture shall be properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by the engineer. The contractor shall also be required to provide & place quantities of Schim Mix Asphalt ("Type 5") as needed and directed by the Superintendent of Highways. The attention of the bidder is specifically called to the fact that the quantities specified herein a~e considered an estimate only and may not be the quantity of material that will actually be required by the Town for the 1998 calendar year. 2. MATERIALS: Emulsified Asphalt. The emulsified Asphalt shall be a quick-set polymer modified CSS-1H emulsion and shall conform to the requirements specified in AASHTO M208 and ASTM D2397. The polymer material shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process. The Emulsified Asphalt shall be produced by an approved materials manufacturing company capable of manufacturing a Micro-Surfacing Emulsion (MSE) meeting the following requirements. When tested, the Micro-Surfacing Emulsion (MSE) shall meet the requirements of AASHTO M208 and ASTM D2397 for CSS~IH 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 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 Test AASHTO T176 ASTM D2419 AASHTO T104 ASTM C88 requirements. Quality Specification Sand Equivalent 60 min. Soundness 15% max. using NA~ SO4 or 25% max. using MgSO4 AASHTO T96 Abrasion 30% max. ASTM Cl 31 Resistance Abrasion tests shall be run on the aggregate before it is crushed. All aggregate shall meet New York State approved polishing values. Grading. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 ~ (ASTM Cl 17), the target mix design or aggregate gradation shall meet the following: Sieve Size Percent Passing Type II Aggregate 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. Page 3 of 7 Mineral Filler. The mineral filler shall be any recognized brand of nonairentrained portland cement or hydrated lime that is free from lumps. The type and amount of mineral filler needed shall be determined by laboratory mix design and will be considered as part of the mineral gradation requirement. An increase or decrease of less than one percent may be permitted when the Micro-Surfacing is being placed if it is found to be necessary for better consistency or set times. 3. GENERAL REQUIREMENTS: Truing & Leveling with Bituminous Asphalt Concrete. The pavement shall be equal to NYSDOT-Type 5 Shim and shall be applied at the discretion of the Highway Superintendent. Bituminous pavers shall be self-powered units, provided with an activated screed or strike-off assembly. The machine shall be capable of spreading and finishing courses of bituminous plant mix material in lane widths up to twelve (12') feet or thickness up to four (4") inches as may be specified by the Highway Superintendent. All existing pavement surfaces where Schim Mix Asphalt Concrete work is required shall be fog sealed with RC 250 at 0.10 gallons per Square Yard prior to placement of pavement. After placement, the Asphalt Concrete Material shall be thoroughly and uniformly compacted with an approved vibrator type or static steel wheel roller conforming to section 401-3.12 of the NYSDOT construction manual to obtain a thoroughly compacted pavement. Mix Design. Before the work commences, the contractor shall submit a signed mix design report covering the specific materials to be used on the project. This design shall be performed by the emulsion producer. Once the materials are approved, no substitutions will be permitted unless first tested and approved by the emulsion producer and the engineer. The materials manufacturer shall develop the job mix design and present certified test results for the engineer's approval. Compatibility of the aggregate and the emulsion shall be verified by the mix design. The job mix formula shall provide a minimum Marshall stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM 1559 or AASHTO 2450 procedure. All component materials used in the mix design shall be representative of the materials proposed by the contractor for use on the project. Specifications. The engineer shall approve the design mix and all Micro-Surfacing materials and methods prior to use. The component materials shall be within the following limits. Residual Asphalt Mineral Additive Polymer Based Modifier Field Control Additive Water - 5% to 9% by dry weight of aggregate - 0.5% to 3% by dry weight of aggregate - minimum 3% solids based on bitumen weight content - As needed to provide specified properties - As needed to provide proper consistency Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Square Yard. Page 4 of 7 E(;luipment. 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 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 strike off and shall be adjustable. The contractor shall operate the spreading equipment in such a manner to prevent the loss of the mixture on super-elevated curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid-resistant surface without causing skips, lumps or tears in the finished surface. (e.) Auxiliary Equipment - Other tools or equipment such as brushes, hand squeegees, hose equipment, tank truck water distributors and flushers, power blowers, barricades, etc., shall be provided as required.. Machine Calibration. Each mixing unit to be used in the performance of the work shall be calibrated in the presence of the engineer prior to construction, or previous calibration documentation 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 openin9 of the bid. (Signed) (Corporate Title) (if any) Bid on 1999 TYPE II MICRO-SURFACING LEGAL NOTICE NOTICE TO BIDDERS 03 · or furnishing ' J'eatments: NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section of the General Municipal Law, that sealed bids are sought and requested and placing within the Town of Southold, the following road 1. Oil and Sand 2. Oil and Stone 3. Uquid Asphalt: Sand Mix (Type 5 Shim) 5. Type 6 Top 6. Emulsions and Stone 7. RC-250 Liquid Asphalt Oil & Recycled Stone. 8. Type II Micro-surfacing Specifications may ~outhold, Town Hall, be obtained at the Office of the Town Clerk, Town of 53095 Main Road, Southold, New York 11971, upon )ayment 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 3Id, will be received by the Town Clerk of the Town of Southold at the Southold Town Hall, 53095 Main Road, Southold, New York, until 10:00 a..M., Thursday, May 27, 1999, 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. ~ated: May 12, 1999. ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON MAY 20, 1999, 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 Traveler Watchman 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 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) ELIZABETH A. NEVILLE, Town Clerk of the Town of Southold, New York being duly sworn, says that on the 12th day of May 1999 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, 53095 Main Road, Southold, New York. "Notice to Bidders for 1999 on road surface treatments"'. Bid opening date 10:00 A.M., May 27, 1999. Southold Town Clerk Sworn to before me this ~2thday of May , 1999. NotarY/ Public ' ELIZABETH A. NEVILLE TOWN CLERK REGISTHAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hail, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-6145 Telephone (516) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID ON ITEM NO, 8 HIGHWAY - TYPE 2 MICRO-SURFACING BID OPENING: 10:00 A.M., THURSDAY, MAY 27, 1999 Two (2) Bids were received: Northeast Surfacing Inc., 3120 Albertson Lane, Greenport, NY 119qLt Type "11" Micro-Surfacing $.89 per square yard Truing & Leveling $1~8.00 per ton Thomas H. Cannon, & Sons, Type "11" Micro-surfacing Truing & Leveling Inc., PO Box 505, Middle Island, NY 11953 $.8q per square yard $65.00 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 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 1999 PROPOSAL FORM DATE: ,5'"/~ 7/~:~ NAME OF BIDDER: TO: SOUTHOLD TOWN BOARD TOWN HALL - 53095 MAIN ROAD SOUTHOLD, NEWYORK 11971 MEMBERS OFTHEBOARD: 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 (written ~words~.,,er Sq.~d. (written in numbers) Per Sq. Yd. TRUING & LEVELING (Type 5 - Shim) (written in numbem) 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 for[y-five (45) days, the Town will accept or reject this proposal or by mutual agreement may~~~ ~ Signature of Bidder: ~ Business Address: /~.~. //~o~ .~ ~ Telephone Number: Date: ,~'/.2 7 Page 1 of 7 CERT~ IED o. ~.~ ~ ~c~B~E AS ORIGINALLY DRAHN ~'HI EN ~YG~B~D SONS INC. ~~.OOO.OO~ 11755 DATE 280-- I $: J(:)d:)_O..~.d. ~o DOLLARS ~ POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT "TYPE I1" MICRO-SURFACING 1. DESCRIPTION: Bids are requested for the purchase and application of a Polymer Modified Asphalt Pavement Course to fill ruts or provide a wearing course for the existing pavement. The paving material shall be "Macroseal" or approved equal. The surface shall provide a dense smooth topping free of ravels and blemishes. It shall fill minor depressions, cracks and voids, and be non-bleeding. The mixture shall consist of a polymer modified cationic asphalt emulsion, mineral aggregate, mineral and field control additives and water. The mixture shall be properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by the engineer. The contractor shall also be required to provide & place quantities of Schim Mix Asphalt ("Type 5") as needed and directed by the Superintendent of Highways. The attention of the bidder is specifically called to the fact that the quantities specified herein are considered an estimate only and may not be the quantity of matedal that will actually be required by the Town for the 1998 calendar year. 2. MATERIALS: Emulsified Asphalt. The emulsified Asphalt shall be a quick-set polymer modified CSS-1H emulsion and shall conform to the requirements specified in AASHTO M208 and ASTM D2397. The polymer material shall be milled or blended into the asphalt or blended into the emulsifier solution 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 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 Test Quality AASHTO T176 ASTM D2419 Sand Equivalent AASHTO T104 ASTM C88 Soundness Specification 60 min. requirements. 15% max. using NA2 SO4 or 25% max. using MgSO4 AASHTO T96 Abrasion 30% max. ASTM C131 Resistance Abrasion tests shall be run on the aggregate before it is crushed. All aggregate shall meet New York State approved polishing values. Grading. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 - (ASTM C117), the target mix design or aggregate gradation shall meet the following: Type II Aggregate Sieve Size Percent Passing Sieve Size Percent Passing 3/8" 100 # 30 30 - 50 (+/- 5%) # 4 90 - 100 (+/- 5%) # 50 18 - 30 (+/- 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. 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 laborato~ mix design and will be considered as part of the mineral gradation requirement. An increase or decrease of less than one percent may be permitted when the Micro-Surfacing is being placed if it is found to be necessary for better consistency or set times. 3. GENERAL REQUIREMENTS: Truing & Leveling with Bituminous Asphalt Concrete. The pavement shall be equal to NYSDOT-Type 5 Shim and shall be applied at the discretion of the Highway Superintendent. Bituminous pavers shall be self-powered units, provided with an activated screed or strike-off assembly. The machine shall be capable of spreading and finishing courses of bituminous plant mix material in lane widths up to twelve (12') feet or thickness up to four (4") inches as may be specified by the Highway Superintendent. All existing pavement surfaces where Schim Mix Asphalt Concrete work is required shall be fog sealed with RC 250 at 0.10 gallons per Square Yard prior to placement of pavement. After placement, the Asphalt Concrete Material shall be thoroughly and uniformly compacted with an approved vibrator type or static steel wheel roller conforming to section 401-3.12 of the NYSDOT construction manual to obtain a thoroughly compacted pavement. Mix Design. Before the work commences, the contractor shall submit a signed mix design report covering the specific materials to be used on the project. This design shall be performed by the emulsion producer. Once the materials are approved, no substitutions will be permitted unless first tested and approved by the emulsion producer and the engineer. The materials manufacturer shall develop the job mix design and present certified test results for the engineer's approval. Compatibility of the aggregate and the emulsion shall be verified by the mix design. The job mix formula shall provide a minimum Marshall stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM 1559 or AASHTO 2450 procedure. All component materials used in the mix design shall be representative of the materials proposed by the contractor for use on the project. Specifications. The engineer shall approve the design mix and all Micro-Surfacing materials and methods prior to use. The component materials shall be within the following limits. Residual Asphalt Mineral Additive Polymer Based Modifier Field Control Additive Water - 5% to 9% by dry weight of aggregate - 0.5% to 3% by dry weight of aggregate - minimum 3% solids based on bitumen weight content - As needed to provide specified properties - As needed to provide proper consistency Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Square Yard. Page 4 of 7 Equipment, All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Descriptive information of the mixing and application equipment to be used shall be submitted for approval not less than 10 days before work starts. (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 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 strike off and shall be adjustable. The contractor shall operate the spreading equipment in such a manner to prevent the loss of the mixture on super-elevated curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid-resistant surface without causing skips, lumps or tears in the finished surface. (e.) Auxiliary Equipment - Other tools or equipment such as brushes, hand squeegees, hose equipment, tank truck water distributors and flushers, power blowers, barricades, etc., shall be provided as required,. Machine Calibration. Each mixing unit to be used in the performance of the work shall be calibrated in the presence of the engineer prior to construction, or previous calibration documentation covering the exact materials to be used may be acceptable provided they were made during the current calendar year. Weather Limitations. The material shall be spread only when: 1. The road surface and atmospheric temperatures are at least 45 degrees F. and rising. 2. The weather is not foggy or rainy. 3. There is no forecast of temperatures below 32 degrees F. within 48 hours from the time of placement of the mixture. Page 5 of 7 Surface Preparations. The area to be surfaced shall be thoroughly cleaned of vegetation, loose aggregate, dirt, grease, oil or any type of objectionable surface film. Manholes, valve boxes and other service entrances shall be protected from the surfacing material. Stockpiles, Precautions shall be taken to insure that stockpiles do not become contaminated. Stockpiles shall be kept in areas that drain readily. Application, The surface shall be pre-wetted by fogging ahead of the spreader box. The entire surface should be damp with no apparent flowing water in front of the box. The surfacing mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of 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. The contractor shall be responsible for any and all fees relating to materials testing. The contractor will permit the engineer to take samples of the aggregate and asphalt emulsion to be used in the project at the 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. (Corporate Title) ~ ' (if any) ~P/J,~ 7'- Bid on 1999 TYPE II MICRO-SURFACING I,tKDCH KOCH MATERIALS COMPANY ASPHALT DIVISION April 6, 1999 Mr. Thomas Gannoo P.O. Box 505 Middle Island NY 11953 Dear Mr. Gannon: Here is the mix design for the Tilcon New York Inc., Haverstraw Quarry, Type 11 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 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 I 1.2 10-21 200 5.0 5-15 Test Results Wet Cohesion, 30 minutes 13 kg-cm 60 minutes 20 kg-cm Wet Track Abrasion Loss, I hour soak 6 day soak 259.3 g/m2 163.6 g/m: Classification Compatibility Mix Time 12 Puints Passed 120 sec + Wet Stripping 90% + Excess Asphalt by LWT Sand Adhesion 213 g/m2 Lateral Displacement 1.12% Specific Gravity after 1000 cycles of 57 kg 1.58 194 Zinn's Quarry Road · York, Pennsylvania 17404 · 717/843-0975 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 respmtsibility in furnishing this data other than to warrant they represent reliable measurements of the properties of the sample received and tested. Ron Kohler Teclmical Service KOCH MATERIALS COMPANY ASPHALT DIVISION January 20, 1999 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 1999. 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 Scott Dmytrow Sales Representative Eastern Region 3847 Pottsville Pike · Reading, Pennsylvania 19605-1723 · 215/921-0271 II, 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. NEGRO LAB TECHNICIAN 1194 Zinn's Quarry Road · York, Pennsylvania17404 · 717/843-0975 P.O. BOX 505, MIDDLE ISLAND, N.Y. 11953 · 696-8798 · FAX: 696-0892 Mr. Raymond Jacobs Superintendent of Highways Town of Southold Peconic Lane Peconic, N.Y. Gentlemen: The following represents microsurfacing projects completed within the last three years, as per the bid specifications. 1.Town of Islip 150,000 s.y. John Petito 2.Town of Riverhead 56,850 s.y. Charles Bloss 3.Town of Southampton 110,000 s.y. Bill Masterson 4.Town of East Hampton 125,000 s.y. Chris Russo 5.Town of Oyster Bay 400,000 s.y. Ken Bishop 224-5610 727~5670 728~3600 324-0925 677-5851 Thos. H. Gannon and Sons, Inc. owns and maintains four (4) Bergkamp Micro-surfacing machines and all the necessary support equipment for the purpose of this work. Very truly yours, Thomas H. Gannon, Jr. / President 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 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 1999 PROPOSAL FORM 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 (written in~vords)/Per Sq. Yd. (written in numbers) ~r Sq. Yd. TRUING & LEVELING (Type 5 - Shim) (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-.-~e (4_5) days, the Town will accept or reject this proposal or by mutual agreement may extend this ti~A~ Signature of B~dder Business Address: ~i~¢1 ~¢'/~'', )~,,¢~'~ ~ 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 material shall be "Macroseal" or approved equal. The surface shall provide a dense smooth topping free of ravels and blemishes. It shall fill minor depressions, cracks and voids, and be non-bleeding. The mixture shall consist of a polymer modified cationic asphalt emulsion, mineral aggregate, mineral and field control additives and water. The mixture shall be properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by the engineer. The contractor shall also be required to provide & place quantities of Schim Mix Asphalt ("Type 5") as needed and directed by the Superintendent of Highways. The attention of the bidder is specifically called to the fact that the quantities specified herein a~e considered an estimate only and may not be the quantity of matedal that will actually be required by the Town for the 1998 calendar year. 2. MATERIALS: Emulsified Asphalt. The emulsified Asphalt shall be a quick-set polymer modified CSS-1H emulsion and shall conform to the requirements specified in AASHTO M208 and ASTM D2397. The polymer material shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process. The Emulsified Asphalt shall be produced by an approved materials manufacturing company capable of manufacturing a Micro-Surfacing Emulsion (MSE) meeting the following requirements. When tested, the Micro-Surfacing Emulsion (MSE) shall meet the requirements of AASHTO M208 and ASTM D2397 for CS$~IH 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 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 NORTHEAST SURFACING, INC. B,dg.~.~,~ ~.~, Bank 0 01 ~IL~A~.~R?,.~CII LAltE Fea~r Hill M~n ~d ~.~ So~o~, NY 11971 ~EN~ ~11~ ~ ~ ~ ~ CHECK NO. ~ ~ ~ 214 ~/ ~ , ~> 0000[049 ~ , =~ 05/27/99 ****2,670.00 ,'O0~OI, q,' ~:08~l,O&&~?l: 05000~80' ~' 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 Test Quality AASHTO T176 ASTM D2419 Sand Equivalent AASHTO T104 ASTM C88 Soundness Specification 60 min. requirements. 15% max. using NA~ SO4 or 25% max. using MgSO4 AASHTO T96 Abrasion 30% max. ASTM C131 Resistance Abrasion tests shall be run on the aggregate before it is crushed. All aggregate shall meet New York State approved polishing values. Grading. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 - (ASTM C117), the target mix design or aggregate gradation shall meet the following: Type II Aggregate Sieve Size Percent Passing Sieve Size Percent Passing 3/8" 100 # 30 30 - 50 (+/- 5%) # 4 90 - 100 (+/- 5%) # 50 18 - 30 (+/- 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. Page 3 of 7 Mineral Filler. The mineral filler shall be any recognized brand of nonairentrained portland cement or hydrated lime that is free from lumps. The type and amount of mineral filler needed shall be determined by laboratory mix design and will be considered as part of the mineral gradation requirement. An increase or decrease of less than one percent may be permitted when the Micro-Surfacing is being placed if it is found to be necessary for better consistency or set times. 3. GENERAL REQUIREMENTS: Truing & Leveling with Bituminous Asphalt Concrete. The pavement shall be equal to NYSDOT-Type 5 Shim and shall be applied at the discretion of the Highway Superintendent. Bituminous pavers shall be self-powered units, provided with an activated screed or strike-off assembly. The machine shall be capable of spreading and finishing courses of bituminous plant mix material in lane widths up to twelve (12') feet or thickness up to four (4") inches as may be specified by the Highway Superintendent. All existing pavement surfaces where Schim Mix Asphalt Concrete work is required shall be fog sealed with RC 250 at 0.10 gallons per Square Yard prior to placement of pavement. After placement, the Asphalt Concrete Material shall be thoroughly and uniformly compacted with an approved vibrator type or static steel wheel roller conforming to section 401-3.12 of the NYSDOT construction manual to obtain a thoroughly compacted pavement. Mix Design. Before the work commences, the contractor shall submit a signed mix design report covering the specific materials to be used on the project. This design shall be performed by the emulsion producer. Once the materials are approved, no substitutions will be permitted unless first tested and approved by the emulsion producer and the engineer. The materials manufacturer shall develop the job mix design and present certified test results for the engineer's approval. Compatibility of the aggregate and the emulsion shall be verified by the mix design. The job mix formula shall provide a minimum Marshall stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM 1559 or AASHTO 2450 procedure. All component materials used in the mix design shall be representative of the materials proposed by the contractor for use on the project. Specifications. The engineer shall approve the design mix and all Micro-Surfacing materials and methods prior to use. The component materials shall be within the following limits. Residual Asphalt Mineral Additive Polymer Based Modifier Field Control Additive Water - 5% to 9% by dry weight of aggregate - 0.5% to 3% by dry weight of aggregate - minimum 3% solids based on bitumen weight content - As needed to provide specified properties - As needed to provide proper consistency Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Square Yard. Page 4 of 7 Equipment. All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Descriptive information of the mixing and application equipment to be used shall be submitted for approval not less than 10 days before work starts. (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 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.) Auxiliary Equipment - Other tools or equipment such as brushes, hand squeegees, hose equipment, tank truck water distributors and flushers, power blowers, barricades, etc., shall be provided as required.. Machine Calibration, Each mixing unit to be used in the performance of the work shall be calibrated in the presence of the engineer prior to construction, or previous calibration documentation covering the exact materials to be used may be acceptable provided they were made during the current calendar year. Weather Limitations. The material shall be spread only when: 1. The road surface and atmospheric temperatures are at least 45 degrees F. and rising. 2. The weather is not foggy or rainy. 3. There is no forecast of temperatures below 32 degrees F. within 48 hours from the time of placement of the mixture. Page 5 of 7 Surface Preparations. The area to be surfaced shall be thoroughly cleaned of vegetation, loose aggregate, dirt, grease, oil or any type of objectionable surface film. Manholes, valve boxes and other service entrances shall be protected from the surfacing material. Stockpiles. Precautions shall be taken to insure that stockpiles do not become contaminated. Stockpiles shall be kept in areas that drain readily. Application, The surface shall be pre-wetted by fogging ahead of the spreader box. The entire surface should be damp with no apparent flowing water in front of the box. The surfacing mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of 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, The contractor shall be responsible for any and all fees relating to materials testing. The contractor will permit the engineer to take samples of the aggregate and asphalt emulsion to be used in the project at the 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 1999 TYPE II MICRO-SURFACING PECKHAM MATERIALS CDRP. MY. P,J. Paul Com~ni Jr. & Sons, Inc- 3120 Alberts~n Lane Greeftl3ort, NY 11944 RE: Town of 8outhol¢:l: Letter of Supply, Mix Deeign, Liquid $~on Dear P.J.: The follo~Mng is inf0mtation ndalive tothe rnlcro-sudadng ldd in 8ouih~d, NY. Peet(ham ~a Intends to aupply you with all of the rni=~o eut~clng emulelon related to thi~ ,~.,;,.ct. The material will Sieve % Pa~lng Type II Speciflc~on 9.5 mm t00.0 100 4.75 mm 100.0 70 2.36 n~n 81 45-70 1.18 mm 47 28 - 50 600 ~ 3t 19 -34 ~00~ 18 12-25 150}, 12 7-18 75 ~ 8 vvat Track--on: 1 hr.t~xakT.1 g/~ Cohesion: 30 minutes 16 kg-cra s day.o,,k IS.2 60 min 21 kg-cra Sand Equivalency 72_2 The mix design uaed to achieve theee reeults la; 13.0~ ernui~on, 2.0~ type I cement, 8.0~ water. We =Id ~.nt to evaluaie file actu~ aggregate used for this mix design pttor to Idimement of any rnicro-s~ltfactng to be ~ure that the actual aggregate ueed is the same aggregate that thl~ (~n Is TYPICAL ANALYSIS FOR MICRO SURFACING EMUL810N Viscosity, Saybolt Furol Q 77°F, sec. ParUcle Charge Test Sieve % Residue by Distillation Tests on residue from distllafion ~, 77'F, lOOg, 5sec. Ductility, 77~F, 5 crn/mln, Soitenlng Point, °F 78 Positive Nil 63,5% 79 100+ 13~ The percentile of ix31yme~ solid~ inthe emu~i~n ~all be 3.0% minimum. Ple~a~e le{ rna krto~ if ~ Is anything further that I can provide for you. Sincerely, PECKHAM MATERIALS CORPORATION Joeeph VVlldermu~ Vice Pmei~ent 05/27/1999 0?:29 5159~S129B PECKHAN:~ATERI~LS PAGE 0~ MIX TYPE: ~. MICRO-PAVING MIX JOB & MIX HISTORY JOB! COSTELLO,ROCKLAND CY. AGGREGATE TYPE PRODUCER LOCATION DUST TILCON TOMPKINS COVE % SAND EQUIVALENCY:~ ?2,2 Clay R~adin~= 5,4. Sand Reading= 3,9, PER CENT MOISTURE: - /DO Wt.Wet Sample= ,W~,Dry Sample- PER CENT ASPHALT: = /DO WT.Wet Sample= .Wi.Dry sample- RECORD NO,: 26 DATE: 04/15/98. EMULSION TYPE: CSs-lhp. SOURCE: PECKPIAM MAT, A~4OLFNT(%) : 13.0. CEMENT TYPE: 1 SOURCE: ICC A_MOUNT(%) : 2.0. WATER: AMOUNT(%): 8-0- MIX TIME: Iseconds): 130. COHESION !30 minutes): 21 (60 minuue~) : 2~ WET TR,ABR.-1 -6 ~ay soak- (p/f] :15.2, TEST REMARKS: MICRO PAVING AGGR.GRA/DATION MIX TYPE -- 2- AGGREGATE TYPE: dust. SOURCE: TILCON LOCATION:TOMPKINS CO~ DATE: 04/29/99 SAMPLE WT. WET : WT. DRY : % OF MOISTURE: /DO NOTES: SIEVE WT. SIZE RETAINED ~-1/2 ~N 1 IN 3/4 IN 1/2 IN 3/s IN ~4 1.20] ~8 102.20. ~16 185 20. #30 84 50, #50 7O 10. ~100 35 #200 20 30. PA/9 42 30. TOTAL: 541 % % SPEC. RETAINED PASSING % PASSING · 00 10O.00 100.©0 ,00 100.00 100.00 .00 100.00 100-O0 -00 100,00 100.00 · 00 100_00 lO0.O0 · 22 99.78 90-00 18.87 80.91 65.00 34.20 46.7I 45.00 15.60 31,11 30.00 12.94 18,17 1~.00 6.61 11.56 10.©0 3.75 7.B1 ~.OO 7.81 RECORD NO.: THE PAVEMENT MAINTENANCE COMPANY LIST1NG OF FIVE MICROSURFACING JOBS: 1998 1998 1997 1997 1998 Southold Town Bid Greenport Village Roads East Hampton Town Bid Shelter Island Town Bid Shelter Island Town Bid Northeast Surfacing, Inc. · 3120AIbertson Lane · Greenport, NY 11944 (516)765-9410 · FAX (516)765-5510 May-12-99 01:04P Times/~view Newscorp 5162983287 12,'0,5 '99 WED I1 ~49 I.'A[~ 516 7fl.5~45 P.01 Il01 TOWN C LERI~ RI~(~I}~'['RAR OF VITAL STATISTI(~ RE(~I~DS ~A(~E~ENT FREEDOM OF IN~f~ATION OF~CER Town Hail 53095 Main Road P.O. Bo~ 1179 ~uthold. New York t 1971 Tgicphone (516) 765-1800 OFFICE OF TIiE TOWN TOWN OF SOUTIIOLD FAX TRANSMITTAL TO: F ROM: DATE: SUFFOLK TIMES NEW_S_PAPER TOWN C_~_E~K BETTY NEVILLE 5112199 LEGAL NOTICE TO BIDDERS FOR 5/20/99 PUBLICATION Number of Pages (including cover): 2 It total transmittal is not received, please call 516 765-1800. fax 516 76.~61q5 PLEASE PUBLISH :'i ,. THIS NOTICE TO BIDDERS IN THE LEGAL NOTICE SECTION OF NEXT THURSDAY'S (5/20/99) EDITION OF YOUR NEWSPAPER. ROAD SURFACES TREATMENTS FOR SUPERINTENDENT OF HIGHWAYS THANK YOU. Please sign and return a copy of this transmittal to confirm receipt. Recei by --- Date LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN, 103 of the General Municipal Law, for furnishing and placing within treatments: in accordance with the provisions of Section that sealed bids are sought and requested the Town of Southold. the following road 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 F. 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, May 27, 1999, 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: May 12, 1999. ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON MAY 20. 1999, 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 Traveler Watchman 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 12/05 '99 WED 11:50 FAX 51~ ?~5 *** TX REPORT TRANSMISSION 0K TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 0563 2983287 Suffolk Tlmes 12/05 11:49 01'38 4 OK ELIZABETtl A. NEVILLE TOWN CI,P~RK REGISTRAR OF VITAL STATISTICS MARI{IAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORM. ATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 F~x (516) 765-6145 Telephone (516) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD FAX TRANSMITTAL TO: FROM: DATE: RE: SUFFOLK TIMES NEWSPAPER TOWN CLERK BETTY NEVILLE 5112/99 LEGAL NOTICE TO BIDDERS FOR 5/20/99 PUBLICATION Number of Pages (including cover): 2 It total transmittal is not received, please call 516 765-1800. fax 516 765-61~5 PLEASE PUBLISH J-"i"'~ THIS NOTICE TO BIDDERS IN THE LEGAL NOTICE SECTION OF NEXT THURSDAY'S (5120199) EDITION OF YOUR NEWSPAPER. ROAD SURFACES TREATMENTS FOR SUPERINTENDENT OF HIGHWAYS THANK YOU. 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 (516) 765-6145 Telephone (516) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD FAX TRANSMITTAL TO: FROM: DATE: RE: SUFFOLK TIMES NEWSPAPER TOWN CLERK BETTY NEVILLE 5/12/99 LEGAL NOTICE TO BIDDERS FOR 5/20/99 PUBLICATION Number of Pages (including cover): 2 It total transmittal is not received, please call 516 765-1800. fax 516 765-61~5 PLEASE PUBLISH THIS NOTICE TO BIDDERS IN THE LEGAL NOTICE SECTION OF NEXT THURSDAY'S (5/20/99) EDITION OF YOUR NEWSPAPER. ROAD SURFACES TREATMENTS FOR SUPERINTENDENT OF HIGHWAYS THANK YOU. Please sign and return a copy of this transmittal to confirm receipt. Received by Date 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 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 PAVEMENTTO BE APPLIED ON FISHERS ISLAND. THE CONTRACTOR SHALL BE REQURIED TO NOTIFY EACH RESIDENT AT LEAST 24 HOURS PRIOR TO ANY WORK ON TOWN ROADS. RESIDENTS MUST BE RE-NOTIFIED AFTER DELAYS DUE TO INCLEMENT WEATHER OR JOB OPERATIONS. Calendar Year PROPOSAL FORM DATE: NAME OF BIDDER: TO: SOUTHOLD TOWN BOARD TOWN HALL - 53095 MAIN ROAD SOUTHOLD, NEWYORK 11971 MEMBERS Of THE BOARD: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below; that this proposal is made without any connection, directly or indirectly with any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned owner is or will be interested directly or indirectly, in the performance of the contract, or the supplies relating to it, or in any portion of the profit thereof; that he has carefully examined all project requirements, including bidding requirements, contract, general and special conditions, specifications, and addenda, if any (Note: acknowledgment of addenda and their dates must be included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed work, and by such other means as he may have chosen, as to the conditions and requirements of the work; and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not provided by the Town (See Specifications) and to perform all the work required to construct, perform and complete the specified work; and that he will start the work as directed by the Town, he will accept, in full payment thereof as listed below: BID ON TYPE "Il" MICRO-SURFACING OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF: TYPE "11" MICRO-SURFACING TRUING & LEVELING (Type $ - Shim) (written in words) Per Sq. Yd. (written in words) Per Ton (written in numbers) Per Sq, Yd. (wdtten 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 period. 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 material shall be "Macroseal" or approved equal. The surface shall provide a dense smooth topping free of ravels and blemishes. It shall fill minor depressions, cracks and voids, and be non-bleeding. The mixture shall consist of a polymer modified cationic asphalt emulsion, mineral aggregate, mineral and field control additives and water. The mixture shall be properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by the engineer. The contractor shall also be required to provide & place quantities of Schim Mix Asphalt ("Type 5") as needed and directed by the Superintendent of Highways. The attention of the bidder is specifically called to the fact that the quantities specified herein are considered an estimate only and may not be the quantity of material that will actually be required by the Town for the 1998 calendar year. 2. MATERIALS: Emulsified Asphalt. The emulsified Asphalt shall be a quick-set polymer modified CSS-1H emulsion and shall conform to the requirements specified in AASHTO M208 and ASTM D2397. The polymer material shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process. The Emulsified Asphalt shall be produced by an approved materials manufacturing company capable of manufacturing a Micro-Surfacing Emulsion (MSE) meeting the following requirements. When tested, the Micro-Surfacing Emulsion (MSE) shall meet the requirements of AASHTO M208 and ASTM D2397 for CSS-1H plus the following: Test Quality Specification AASHTO T59 Residue after 62% Min. SDTM F244 Distillation * The temperature for this test should be held below 280 F (138 C). Tests on Residue AASJTP T59 ASTM D36 AASHTO T49 ASTM D36 ASTM 2170 Softening Point Penetration at 77°F (25°C) Kenematic Vis @ 275~F (135°C) 135°F (57°C) min. 40 - 90 650 cSt/sec, min. Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance to assure that it is the same as that used in the mix design. Page 2 of 7 Aggregate. The Type II mineral aggregate shall be manufactured crushed stone, sand, slag, crusher fines, or combination thereof. Smooth textured sand of less than 1.25% water absorption, as tested by ASTM C128, shall not exceed 50% of the total combined aggregate. The aggregate shall be clean and free from organic matter, dirt, dust, and other deleterious substances. When tested, the Type II aggregate shall meet the following Test Quality AASHTO T176 ASTM D2419 Sand Equivalent AASHTO T104 ASTM C88 Soundness Specification 60 min. requirements. 15% max. using NA2 SO4 or 25% max. using MgSO4 AASHTO T96 Abrasion 30% max. ASTM C131 Resistance Abrasion tests shall be run on the aggregate before it is crushed. All aggregate shall meet New York State approved polishing values. Grading. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 - (ASTM C117), the target mix design or aggregate gradation shall meet the following: Type II Aggregate Sieve Size Percent Passing Sieve Size Percent Passing 3/8" 100 # 4 90 - 100 (+/- 5%) # 8 65-90 (+/-5%) #16 45-70 (+/-5%) Water. # 30 30 - 50 (+/- 5%) # 50 18 - 30 (+/- 4%) #100 10 - 21 (+/- 3%) #200 5 - 15 (+/- 2%) The water shall be potable and shall be free of harmful soluble salts. Polymer Modifier. The Polymer Modifier shall be milled into the asphalt emulsion. The emulsified asphalt shall be so formulated that when the paving mixture is applied at a thickness of one (1) inch with the relative humidity at not more than 50 % and the ambient air temperature of at least 75 degrees F., the material will cure sufficiently so that rolling traffic can be allowed in one (1) hour with no damage to the surface, as verified by the engineer. Page 3 of 7 Mineral Filler. The mineral filler shall be any recognized brand of nonairentrained portland cement or hydrated lime that is free from lumps. The type and amount of mineral filler needed shall be determined by laboratory mix design and will be considered as part of the mineral gradation requirement. An increase or decrease of less than one percent may be permitted when the Micro-Surfacing is being placed if it is found to be necessary for better consistency or set times. 3. GENERAL REQUIREMENTS: Truing & Leveling with Bituminous Asphalt Concrete. The pavement shall be equal to N¥SDOT-Type 5 Shim and shall be applied at the discretion of the Highway Superintendent. Bituminous pavers shall be self-powered units, provided with an activated screed or strike-off assembly. The machine shall be capable of spreading and finishing courses of bituminous plant mix material in lane widths up to twelve (12') feet or thickness up to four (4") inches as may be specified by the Highway Superintendent. All existing pavement surfaces where Schim Mix Asphalt Concrete work is required shall be fog sealed with RC 250 at 0.10 gallons per Square Yard prior to placement of pavement. After placement, the Asphalt Concrete Material shall be thoroughly and uniformly compacted with an approved vibrator type or static steel wheel roller conforming to section 401-3.12 of the NYSDOT construction manual to obtain a thoroughly compacted pavement. Mix Design. Before the work commences, the contractor shall submit a signed mix design report covering the specific materials to be used on the project. This design shall be performed by the emulsion producer. Once the materials are approved, no substitutions will be permitted unless first tested and approved by the emulsion producer and the engineer. The materials manufacturer shall develop the job mix design and present certified test results for the engineer's approval. Compatibility of the aggregate and the emulsion shall be verified by the mix design. The job mix formula shall provide a minimum Marshall stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM 1559 or AASHTO 2450 procedure. All component materials used in the mix design shall be representative of the materials proposed by the contractor for use on the project. Specifications. The engineer shall approve the design mix and all Micro-Surfacing materials and methods prior to use. The component materials shall be within the following limits. Residual Asphalt Mineral Additive Polymer Based Modifier Field Control Additive Water - 5% to 9% by dry weight of aggregate - 0.5% to 3% by dry weight of aggregate - minimum 3% solids based on bitumen weight content - As needed to provide specified properties - As needed to provide proper consistency Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Square Yard. Page 4 of 7 Equipment. All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Descriptive information of the mixing and application equipment to be used shall be submitted for approval not less than 10 days before work starts. (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 strike off and shall be adjustable. The contractor shall operate the spreading equipment in such a manner to prevent the loss of the mixture on super-elevated curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid-resistant surface without causing skips, lumps or tears in the finished surface. (e.) Auxiliary Equipment - Other tools or equipment such as brushes, hand squeegees, hose equipment, tank truck water distributors and flushers, power blowers, barricades, etc., shall be provided as required.. Machine Calibration. Each mixing unit to be used in the performance of the work shall be calibrated in the presence of the engineer prior to construction, or previous calibration documentation covering the exact materials to be used may be acceptable provided they were made during the current calendar year. Weather Limitations. The material shall be spread only when: 1. The road surface and atmospheric temperatures are at least 45 degrees F. and rising. 2. The weather is not foggy or rainy. 3. There is no forecast of temperatures below 32 degrees F. within 48 hours from the time of placement of the mixture. Page 5 of 7 Surface Preparations. The area to be surfaced shall be thoroughly cleaned of vegetation, loose aggregate, dirt, grease, oil or any type of objectionable surface film. Manholes, valve boxes and other service entrances shall be protected from the surfacing material. Stockpiles. Precautions shall be taken to insure that stockpiles do not become contaminated. Stockpiles shall be kept in areas that drain readily. Application. The surface shall be pre-wetted by fogging ahead of the spreader box. The entire surface should be damp with no apparent flowing water in front of the box. The surfacing mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of 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. Tt~e contractor shall be responsible for any and all fees relating to materials testing. The contractor will permit the engineer to take samples of the aggregate and asphalt emulsion to be used in the project at the engineers discretion. Gradation and sand equivalent tests may be run on the aggregate and residual asphalt tests on the emulsion. Test results will be compared to the specifications. Samples of the mixture could be taken as often as two (2) times each day. Consistency and residual asphalt content tests may be made on the samples and compared to the specifications. The contractor will be notified immediately if any tests fails to meet the specifications. If any two successive tests on the material fail, the job shall be stopped. If any two successive tests on the mix from the same machine fail, the use of that machine will be suspended. Traffic Maintenance. The contractor shall be responsible for providing maintenance and protection of vehicular and pedestrian traffic associated with this work. Opening to traffic does not constitute acceptance of the work. Method of Payment. The quantity to be paid for under this item shall be the number of square yards of pavement covered in accordance with the specification. Page 6 of 7 Qualifications. The contractor shall have or be associated with a company that has a minimum of three years experience in the application of micro-surfacing material. In order to insure the efficient application of the product, the contractor must own or show the ability to rent and maintain a minimum of two mixing units capable of meeting the minimum requirements set forth in these specifications. Submittals. The contractor shall be required to submit the following information with his bid: 2. 3. 4. A letter of availability from the intended MSE supplier. A certified mix design from the materials manufacturer. A typical analysis of Macroseal Emulsion or approved equal. A list of at least (5) micro-surfacing projects which used the same emulsion and design mix indicated in the bid documents. These projects must have been completed within the last three years and the list must include the locations, amount of square yards applied and a reference name and telephone number. * Note: Any and all exceptions or substitutions to the specifications contained herein must be listed seperatly and included within the contractors formal bid proposal. END OF SPECIFICATION: Page 7 of 7 NON-COLLUSIVE BID CERTIFICATE The 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 1999 TYPE II MICRO-SURFACING