PRESOL | 56 | HDOT State Mix V hot mix asphalt, tack oil, surface sealer and base course aggregate Alternate POC: Stephen Brum (808) 985-6140

FBO DAILY ISSUE OF JULY 22, 2011 FBO #3527
SOLICITATION NOTICE

56 -- HDOT State Mix V hot mix asphalt, tack oil, surface sealer and base course aggregate Alternate POC: Stephen Brum (808) 985-6140

Notice Date: 7/20/2011
Notice Type: Combined Synopsis/Solicitation
Contracting Office: PWR - GOGA Golden Gate NRA Bldg. 201, Fort Mason San Francisco CA 94123
ZIP Code: 94123
Solicitation Number: P11PS82232
Response Due: 8/9/2011
Archive Date: 7/19/2012
Point of Contact: Kim R. Glass Contracting Officer 4155614799 Kim_Glass@nps.gov;
E-Mail Address: Point of Contact above, or if none listed, contact the IDEAS EC HELP DESK for assistance
(EC_helpdesk@NBC.GOV)
Small Business Set-Aside: Total Small Business
Description: GENERAL INFORMATION: (Alternate POC: Stephen Brum 808-985-6140) This announcement constitutes the only solicitation; quotations are being requested and a separate solicitation will not be issued. This is a combined synopsis/solicitation for commercial items prepared in accordance with the format stated in the Federal Acquisition Regulation (FAR) subpart 12.6 and supplemented with additional information. The National Park Service contemplates award of a firm fixed price contract, as a result of this combined synopsis/solicitation, to the quoter providing the best value to the Government, meeting the Governments need. The proposed contract is 100% set-aside for small business concerns. All responsilbe small businesses may submit a quote which shall be considered by the National Park Service. The North American Standard Industrial Classfication System Code is 212321; Small business size standard: 500 employees. The anticipated award date is Monday, August 9, 2011. We anticipate the work to begin Monday, August 15, 2011. The Government has the option to increase the amount of tonnage based on funding at time of award. STATEMENT OF WORK: Part 1 - General 1.1Project IntentA.Hawaii Volcanoes National Park (HAVO) desires to repave an existing asphalt observation deck and pathway at the Jaggar Museum. This specification outlines the technical specifications included in the contract packet for procurement of materials. 1.2 Project DescriptionA.The project will demolish and remove the asphalt at the Jaggar Museum observation deck and entrance pathway. The materials specified in this contract for procurement are as follows1.100 cubic yards of base course aggregate as specified in Section 022322.100 cubic yards of Hawaii State mix V Hot Mix Asphalt (HMA) as specified in Section 025133.An acrylic asphalt non-slip coating to cover approximately 6,800 square feet of new asphalt pavement as specified in Section 02790.B.The HAVO staff and equipment, hereafter referred to as the Client, will transport the materials from the Contractor's address, by road, to HAVO in eight (8) cubic yard dump truck. The Client may, at his discretion, increase the volume of the specified material per delivery.C.The Contractor must be capable of providing one 8-cubic yard shipment of HMA within three days of a request for delivery. D.Each eight-cubic yard delivery of HMA must occur between the hours of 5:00am and 8:00am on the scheduled day of delivery.E.The Contractor must be capable of providing the client one 8-cubic yard supply of base course aggregate within one day of a request for delivery. F.Each eight-cubic yard delivery of base course aggregate must occur between the hours of 5:00am and 4 pm on the scheduled day of delivery.G.The client will take delivery of the asphalt coating within six weeks of the contract's notice to proceed (NTP). SECTION 02232BASE COURSE AGGREGATEPart 1 - General 1.1Section IncludesA.Aggregate material, quality, grading and handling requirements.1.2Related Sections A.Section 01010 - Summary of WorkB.Section02513 - Hot Mix AsphaltC.Section 02790 - Asphalt Color Coating1.3ReferencesA.Asphalt Institute's Mix Design Methods for Asphalt Concrete and Other Hot Mix Types - manual series NO.2 (MS-2) B.Hawaii Volcanoes National Park (HAVO) Ant Sanitation Protocol, Coqui Tree Frog Protocol, and Weed Sanitation Protocol.C.AASHTO M 320 D.AASHTO T 246 E.AASHTO T 247F.AASHTO T 96G.AASHTO T 176H.AASHTO T 90I.AASHTO T 89J.AASHTO T 27K.AASHTO T 111.4SubmittalsA.Submit job-mix formula for Hawaii State Mix V HMA pavement mix indicated in the contract documents as follows:1.Design percent of aggregate passing each required sieve size 2.Design asphalt content added to aggregate based on total weight of mix3.Design proportion of processed reclaimed asphalt pavement (RAP).4.Source of aggregate5.Grade of asphalt cement6.Temperature/Viscosity Graph for the asphalt cement.1.5Quality Assurance A.Reference Standards: All work and materials pertinent to this section of the specifications are to be in accordance with applicable sections and paragraphs of Department of Transportation, Hawaii, Standard specifications for the construction of Roads and bridges, (hereinafter referred as DOT specifications), except for the deviations shown on the plans or specified herein.B.Standards: Where names of specific products May be designated in these specifications or in the details appearing on the drawings the intent is to state the general type and quality of product desired without ruling out the use of other products of equal type and quality.1.6Product delivery and storageA.Comply with Section 01600B.Store products upright in the original shipping containers, covered, ventilated and protected from all weather conditions. Part 2 - Products2.1MaterialsA.Aggregate for untreated base: Aggregate for untreated base shall consist of crushed stone free of free of organic matter, lumps or balls of clay and other deleterious matter as described in the HAVO Ant Sanitation, Coqui Tree Frog, and Weed Sanitation Protocols attached to this bid packet. Furnish Hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel. Neither reclaimed asphalt pavement (RAP) nor reclaimed concrete pavement will be allowed for untreated base. B.Crushing shall be regulated so that at least 80 percent, by weight, of material retained on NO.4 sieve is crushed and has at least one mechanically fractured face. Aggregate For untreated base, in combination with binder material if used, shall conform to tables below:Untreated Base test requirementsTestTest methodRequirementLos Angeles AbrasionAASHTO T 9640 percent maximumSand EquivalentAASHTO T 17630 percent minimumPlasticity indexAASHTO T 906 maximumLiquid LimitAASHTO T 8925 maximumGradingAASHTO T 27Refer to next table Target value ranges for subbase and base gradationSieve SizePercent by mass passing designated sieve (AASHTO T 27 and T 11)Grading designation, C Base2 inch100(1)1 inch80-100 (6)3/4 inch64-94 (6)3/8 inch40-69 (6)No. 431-54 (6)No. 2004.0-7.0(3)(1)Statistical procedures do not apply.( ) the value in the parentheses is the allowable deviation () from target values SECTION 02513HOT MIX ASPHALTPart 1 - General 1.3Section IncludesA.Hawaii Department of Transportation (DOT) State Mix V Hot Mix Asphalt Pavement (HMA) job mix formula and tests.B.Mixing plant requirements1.4Related Sections A.Section 01010 - Summary of WorkB.Section 02232- Base Course AggregateC.Section 02790- Asphalt Color Coating1.5ReferencesA.Asphalt Institute's Mix Design Methods for Asphalt Concrete and Other Hot Mix Types - manual series NO.2 (MS-2) B.Hawaii Volcanoes National Park (HAVO) Ant Sanitation Protocol, Coqui Tree Frog Protocol, and Weed Sanitation Protocol.C.AASHTO M 320 D.AASHTO T 246 E.AASHTO T 247F.AASHTO T 176G.AASHTO T 96H.AASHTO T 182I.ASTM D 5148J.ASTM 4791 K.(by weight)L.AASHTO T 11 M.AASHTO T 27N.AASHTO T 176 O.AASHTO T 84 P.AASHTO T 85Q.AASHTO T 245 1.6SubmittalsB.Submit job-mix formula for Hawaii State Mix V HMA pavement mix indicated in the contract documents as follows:1.Design percent of aggregate passing each required sieve size 2.Design asphalt content added to aggregate based on total weight of mix3.Design proportion of processed reclaimed asphalt pavement (RAP).4.Source of aggregate5.Grade of asphalt cement6.Temperature/Viscosity Graph for the asphalt cement.1.7Quality Assurance C.Reference Standards: All work and materials pertinent to this section of the specifications are to be in accordance with applicable sections and paragraphs of Department of Transportation, Hawaii, Standard specifications for the construction of Roads and bridges, (hereinafter referred as DOT specifications), except for the deviations shown on the plans or specified herein.D.Standards: Where names of specific products May be designated in these specifications or in the details appearing on the drawings the intent is to state the general type and quality of product desired without ruling out the use of other products of equal type and quality.1.8Product delivery and storageC.Comply with Section 01600D.Store products upright in the original shipping containers, covered, ventilated and protected from all weather conditions. Part 2 - Products2.1 MaterialsA.General: Hawaii DOT State Mix V Hot Mix Asphalt Pavement (HMA) shall be plant mixed and shall include mixture of aggregate and asphalt cement, and may include reclaimed asphalt pavement (RAP) or filler, or both. B.Aggregate for State mix V HMA: Aggregate for HMA pavement shall be crushed and screened basalt free of soft or disintegrated pieces clay dirt and other deleterious substances or RAP. RAP is defined as removed or reprocessed pavement materials containing asphalt and aggregates. Process RAP by crushing until 100 percent of RAP passes -inch sieve. Size, grade uniformly and combine materials such that blend of RAP and aggregate materials conforms to grading requirements of section 2.1.C of this specification: Aggregate for State mix V HMA. Aggregate for HMA may include Rap quantities up to 15 percent of total mix weight. Quantity of filler material to correct deficiencies in aggregate gradation passing the No.200 sieve shall not exceed 3 percent by weight of fine aggregates. Aggregate must be blue rock or washed such that invasive flora and fauna are not introduced into HAVO per the HAVO Ant Sanitation, Coqui Tree Frog, and Weed Sanitation Protocols attached to this bid packet. For aggregate used in HMA pavement, minimum frequency of sieve analysis and sand equivalent testing shall be once a day. Provide the engineer access to project-related plant production records and when requested, informational copies of sampling and testing reports. Coarse aggregate is defined as material retained on No.4 sieve and fine aggregate is defined as material passing No. 4 sieve. At least 90 percent, by weight, of material retained on No.4 sieve shall consist of crushed particles. At least 70 percent of material passing No. 4 sieve and retained on No. 8 sieve shall consist of crushed particles. A crushed particle is defined as a particle having at least on mechanically fractured face. The combined aggregate for State Mix V HMA pavement, including any filler, if any, shall conform to test requirements and grading requirements below:HMA Test RequirementsTestTest MethodRequirementSand EquivalentAASHTO T 17645 percent maximumLos Angeles AbrasionAASHTO T 9630 percent maximumStrippingAASHTO T 182Above 95 percentK-factorASTM D 5148Kc-2.0 maximum Km-1.7 MaximumFlat and elongated pieces (Length to thickness ratio of 3)ASTM 4791 (by weight)25 percent maximumGradingAASHTO T 11 AASHTO T 27Job-mix formula based on grading requirementsSoundnessAASHTO T 176 (5 cycles using sodium sulfate)9 percent maximumAbsorptionAASHTO T 84 AASHTO T 855 percent maximumIf chemical additive resulting in bituminous film retention greater than 95 percent is used, aggregates not meeting stripping test requirements for HMA pavement may be used State Mix V HMA Grading RequirementsSieve sizesCombined aggregate percent passing by weight1-1/4 inch-1 inch -3/4 inch-1/2 inch1003/8 inch80-100No.455-75No.835-52No.1622-38No.3014-26No.508-20No.1006-15No.2004-8 Range of tolerances: Provide HMA within Allowable Tolerances of accepted job-mix formula as specified in table below:Range of Tolerances for HMAPassing NO. 4 and larger sieves (percent)7Passing No. 8 to No. 100 sieves (inclusive) (percent)4Passing No.200 Sieve (percent)3Asphalt content (percent).4Mixture temperature (degrees F)20 C.Job-mix formula and tests: design job-mix formula in accordance with procedures contained in current edition of "Asphalt Institute's Mix Design Methods for Asphalt Concrete and Other Hot Mix Types", manual series NO.2 (MS-2) for either Marshall Method or Hveem Method of mix design. Limit compacted lift thickness and asphalt content of job-mix formula as specified in following table:Table 2.1.1 Hawaii DOT State Mix V HMAMinimum to maximum compacted thickness for individual lifts( inches)1-1/4 to 3Asphalt content Limits (Percent of Total Weight of Mix)4.8 to 7.0 Meet job-mix formula design criteria specified in following table:Table 2.1.2 Job-mix formula design criteriaHveem method Mix Criteria (AASHTO T 246 and AASHTO T 247)Stability, minimum37Air Voids ( percent)3-5Marshall Method Mix Criteria (AASHTO T 245)Compaction (number of blows each end of specimen)75Stability, Minimum (pounds)1,800Flow (x0.01 inch)8-16Air voids (percent)3-5Notes: Air Voids: AASHTO T 166 or AASHTO T 275: AASHTO T 209, AASHTO T 269. Minimum percent voids in mineral aggregates (VMA) of job-mix formula shall be as specified in following table:Minimum Percent Voids in Mineral Aggregates (VMA)Nominal maximum particle size, (inches)3/8VMA, (Percent)15Notes:VMA: see asphalt institute manual MS-2, Chapter 4. D.Asphalt Cement: Performance-graded asphalt binder shall conform to AASHTO M 320 with a viscosity grade of AC-30Application TemperaturesBituminous MaterialSpraying Temperatures (degrees F)Mixing temperatures (degrees F)Asphalt Cement350 MaximumBy temperature /viscosity graph Part 3 - Execution 3.1 MixingA.Mixing Plant: use mixing plants that conform to AASHTO M 156, Supplemented as follows:1.All Plantsa.Automated controls: control proportioning, mixing, and mix discharging automatically. When RAP is incorporated into mixture provide positive controls for proportioning processed RAP.b.Dust collector: AASHTO M 156, requirements for all plants, emission controls is amended as follows: Equip plant with dust collector. Dispose of collected material in the case of baghouse dust collectors, dispose of collected material or return collected material uniformly.c.Modifications for processing RAP: when RAP is incorporated into mixture, modify mixing plant in accordance with plant manufacturers recommendations to process RAP2.Drum Dryer-mixer plantsa.Bins: provide separate bin in cold aggregate feeder for each individual aggregate stockpile in mix. Use bins of sufficient sixe to keep plant in continuous operation and of proper design to prevent overflow of material from one bin to anotherb.Stockpiling procedures: separate aggregate into at least three stockpiles with different gradations as follows: coarse, intermediate, and fine. Separate aggregates for mix V into at least two stockpiles stockpile RAP separately from virgin Aggregates.3.Batch and Continuous mix plants.a.Hot aggregate bin: provide bin with three or more separate compartments for storage of screened aggregate fractions to be combined for mix. Make partitions between compartments tight and of sufficient height to prevent spillage of aggregate from one compartment into another.b.Load Cells: Calibrated load cells may be used in batch plants instead of scalesB.Plant Operation:1.Preparation of Asphalt Cement: Uniformly heat asphalt cement and provide continuous supply of heated asphalt cement from storage to the mixer.2.Preparation of aggregate: Dry and heat aggregate material at temperature sufficient to produce design temperature of State Mix V formula. Do not exceed 350 degrees F. Adjust heat source used for drying and heating to avoid damage to and contamination of aggregate. When dry, aggregate shall not contain more that 1 percent moisture by weight.3.Mixing: Measure the aggregate and asphalt; or aggregate, RAP, and asphalt into mixer in accordance with State Mix V formula. Mix until components are completely mixed and adequately coated with asphalt in accordance with AASHTO M 156. Percent of coated particles shall be 95 percent when tested in accordance with AASHTO T 195. SECTION 02790ASPHALT COLOR COATINGPart 1 - General 1.1Section IncludesA.Asphalt acrylic color coating system over prepared asphaltic concrete pavement.1.2Related Sections A.Section 01010 - Summary of WorkB.Section02513 - Hot Mix AsphaltC.Section 02232 - Base Course Aggregate1.3ReferencesA. ASTM E 303 - Pedestrian friction1.4 SubmittalsA. Submit Manufacturers printed Product Data Sheets, stating that coating meets above ASTM standards and application specifications1.5 Quality Assurance1.5Quality Assurance A.Supplier will provide confirmation in writing that the product can be applied in required coating weights evenly with the use of hand tools such as floor squeegee or nap roller to provide a smooth uniform coated surface and insure that speacialized equipment is not required for the product's application.1.6Product delivery and storageA.Store products upright in the original shipping containers, covered, ventilated and protected from all weather conditions. Part 2 - Products2.2MaterialsA.General: a new hot mix asphalt pavement is to be coated with an acrylic polymer non-slip colored coating. The coating will be capable of adhering to a new asphaltic pavement without surface preparation to the asphalt. The coating will be a self-priming acryilic water based emulsion with integral aggregate for a finished non-slip texture. The coating will be capable of application without the use of specialized equipment.B.The finished coating texture will meet the requirements of ASTM E 303 - Pedestrian frictionC.The product will be supplied in containers not less than 5 gallons in volume.D.The product will cover a minimum of 60 square feet per gallon.E.Percent solids by weight will not be less than 63%.F.The Client will determine the coating color from the Contractor's submittals. CLAUSES AND PROVISIONS: Offerors must review and comply with the FAR Provisions/Clauses which apply to this solicitation. The full text of these may be accessed electronically at the website: https://www.acquisition.gov/far/ The following provisions and clauses are specifically referenced in this acquisition and are required in the response to this solicitation. They will remain in full force in any resultant award: 52.212-1, INSTRUCTIONS TO OFFERORS-COMMERCIAL ITEMS; 52.212-2, EVALUATION OF COMMERCIAL ITEMS, Paragraph "a" of the provision is hereby replaced with the following: "The government reserves the right to evaluate quotes and award a contract without discussions with offerors. Evaluation Factors include (a) price; (b) past performance supported by documentation and three references. Past performance shall be equal to price in importance. 52.212-3, OFFEROR REPRESENTATIONS AND CERTIFICATIONS-COMMERCIAL ITEMS, the offeror must include a completed copy of this provision with their quote or state that they are located on website: http://www.bpn.gov/; 52.212-4, CONTRACT TERMS AND CONDITIONS-COMMERCIAL ITEMS; 52.212-5, CONTRACT TERMS AND CONDITIONS REQUIRED TO IMPLEMENT STATUTES OR EXECUTIVE ORDERS-COMMERCIAL ITEMS, applies to this acquisition including 52.222-3, Convict Labor, 52.225-13, Restriction on Certain Foreign Purchases, 52.233-3, Protest After Award, 52.233-4, Applicable Law for Breach of Contract Claim, and incorporating the following Paragraph (b) clauses:52.219.06, Notice of Total Small Business Set-Aside;52.222-19, Child Labor-Cooperation with Authorities and Remedies;52.222-21, Prohibition on Segregated Facilities;52.222-26, Equal Opportunity;52.225-01, Buy American Act (Supplies);52.232-33, Payment by Electronic Funds-Central Contractor Registration. EXECUTIVE ORDER 13513 - PROHIBITION ON TEXT MESSAGING AND USING ELECTRONIC EQUIPMENT SUPPLIED BY THE GOVERNMENT WHILE DRIVING As prescribed in Federal Leadership on Reducing Text Messaging While Driving PROHIBITION ON TEXT MESSAGING AND USING ELECTRONIC EQUIPMENT SUPPLIED BY THE GOVERNMENT WHILE DRIVING (OCT, 2009) Prospective contractors must be registered in the electronic Central Contractor Registration Database (www.bpn.gov/ccr) prior to award of a government contract. Offerors are further advised that failure to register in this Central Database will render your firm ineligible for award. Registration requires applicants to have a DUNS number. Recommend registering immediately in order to be eligible for timely award. HOW TO SUBMIT A QUOTE: Interested parties may submit a quote using the format below or by completing an SF-18 Request for Quote, available at no charge at www.gsa.gov. All quotes must have the following information: Solicitation: E11PS82232 CLOSE DATE: 5:00PM Pacific Standard Time, Monday, August 8, 2011 Submit to: E-mail: Kim_glass@nps.gov Faxed quotes are NOT authorized. Line Item No. 1 Aggregate 100 cy $_______________ per cy Total: $ _________________ Line Item No. 2 Hawaii State Mix V Hot Mix Asphalt (HMA) $___________ per cy Total: $_________________ Line Item No. 3 Acrylic Asphalt Non-Slip coating $350 gal. $____________per gallon Total$________________ Total for Lines 1,2 & 3: $_________________________ Business Name: ____________________________________ DUNS #: ___________________ Business Address: ____________________________________________________________ Business Phone: _______________________________ FAX: __________________________ Email Address: ___________________________________________ Business Size:________________________________ DUNS #:_________________________ Offeror Name: ______________________________________ Date: _____________________ Offeror Signature: ______________________________________
Web Link: FBO.gov Permalink
(https://www.fbo.gov/spg/DOI/NPS/APC-IS/P11PS82232/listing.html)
Place of Performance: Address: Hawaii Volcanos National ParkOne Crater Rim DriveHawaii National Park, HI; Zip Code: 96718
Record: SN02504235-W 20110722/110721001532-1c54bc8b50ef4d763fec653e9d6fce83 (fbodaily.com)
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56 -- HDOT State Mix V hot mix asphalt, tack oil, surface sealer and base course aggregate Alternate POC: Stephen Brum (808) 985-6140