ORDER N0.29083 ROAD AND BRIDGE BIDS Came to be heard this the 14~' day of March 2005 with a motion made by Commissioner Letz, seconded by Commissioner Baldwin. The Court unanimously approved by vote of 4-0-0 the bids received for road base material, cold mix, black base, trap rock aggregate, asphalt emulsion oil, corrugated metal pipe and equipment by the hour with operator and refer them to the Road and Bridge Administrator for review. 11 COMMISSIONERS' COURT AGENDA REQUEST ~~~~~ PLEASE FURNISH ONE ORDINAL AND NINE COPIES OF THIS REQUEST AND DOCUMENTS TO BE REVIEWED BY THE COURT. MADE BY: Leonard Odom OFFICE: Road & Bridge MEETING DATE: March 14, 2005 TIME PREFERRED: 10:00 a.m. SUBJECT: (PLEASE BE SPECIFIC) Oven Annual Bids for Road Base Material Cold Mix Black Base Trap Rock Aggregate Asphalt Emulsion Oil Corrugated Metal Pipe and Equipment by the Hour with Operator EXECUTIVE SESSION REQUESTED: (PLEASE STATE REASON} NAME OF PERSON ADDRESSING THE COURT: Leonard Odom .._._ ESTIMATED LENGTH OF PRESENTATION: 15 minutes IF PERSONNEL MATTER -NAME OF EMPLOYEE: Time for submitting this request for Court to assure that the matter is posted in accordance with Title 5, Chapter 551 and 552, government Code, is a follows: Meeting scheduled for Mondays: 5:00 P.M. previous Tuesday THIS REQUEST RECEIVED BY: THIS REQUEST RECEIVED ON: All Agenda Requests will be screened by the County Judge's Office to determine if adequate information has been prepared for the Court's formal consideration and action at time of Court Meetings. Your cooperation will be appreciated and contribute towards your request being addressed at the earliest opportunity. See Agenda Request Rule Adopted by Commissioners' Court. ADVERTISEMENT FOR BID Kerr County will be accepting Sealed Bids for Annual Bids Road Base Material Cold Mix Black Base Trap Rock Aggregate Asphalt Emulsion Oil Corrugated Metal Pipe Equipment by the Hour with Operator Sealed bids will be accepted by the Kerr County Clerk, Kerr County Court House, 700 Main Street Kerrville, Texas 78028, until 5:00 P.M., March 11, 2005 All bids must be submitted on the Unit Price Bid Form. Bids will be opened publicly and read aloud at 10:00 A.M., Monday, March 14, 2005, in Commissioners' Court. Bid documents may be obtained from Kerr County Raad & Bridge Department, 4010 San Antonio, Hwy., Kerrville, Texas 78028 or call 1-830-257-2993. ~~ ~--~-~ ~~ ~~/~ ~-~ - ~~ BASE MATERIAL SPECIFICATIONS AND BID FORM 2. Specifications: Base material shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 247, Flexible Base, Type A (see attached}. Bids are to be in cost (in dollars) per cubic ton. 2. Bid Form BID UNIT COST F.O.B. SUPPLIER'S PLANT GRADE 1 GRADE 2 (13/d" down) (2 '/" down) Type A (crushed limestone) $ ' ~ B .~6~r~~ $ /Ton F.O.B. KERR COUNTY GRADE 1 GRADE 2 (Comfort at Wilson Ck/Westwood) (1'/4" down) (2'/Z" down) Type A (crushed limestone} $ /Ton $ /Ton Kerr County retains the rights to add transportation charges to the unit price shown above to determine the "Low Bid" for a particular job site. This may result in more than one supplier being "Low Bidder,' depending on the locations of job sites. I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein ire to begin April 1, 2005 and be in effect until April 1, 2006. - Signature Date Firm Name: c~~"1 Address: Seal in Corporation Telephone: - ~ ~=-~2-~ 6 .~ ~ .,~°£~s ,, .,t, ,~ ~~~ ~~~ 1 ~~, ~~` j ~ ~, \ ~ ~ ~' y 1 p t ,~ ~~ 7'~ ~~ ~/ N ~~., \~ ~--/ ..r ~' ~ ~ .~ ~-'' ~ C1 ~ ~~a~~~~~ ~ ~,~~~~ ~~ ~ h ~ ~n ~~~ ~ ~ C ~ '~ U ~~~ ~~ EMULSION OILS SPECIFICATIONS AND BID FORM 1. Specifications: Emulsion oils shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 300, Asphalt, Oils and Emulsions, CRS-2 and AEP. Bids are to be in cost (dollars) per gallon, delivered to Kerr County Texas work sites. 2. Bid Form: Type Bid Unit Cost CRS-2 $ ,~ ~ /Gallon FOB Kerr County AEP $ ~ ~ ~`a /Gallon FOB Kerr County I do hereby certify that I have read the attached Special Instructions to Bidders and that prices ted herein to begin April 1, 2005, and be in effect until April 1, 2006. 3 - oar -oj Sign Date Firm Name: ~Gbn/ l4s~i+-y z; ~ L Mini rc n r' Address: ~ r~`7 2 " ~ ST Pz.~Rs~an ~ ~ ti z ~x ~ 6 y Seal in Corporation Telephone: (~~~ ~ i ~- 87 3 ~ 4 CORRUGATED METAL PIPE SPECIFICATIONS AND BID FORM 1. Specifications: Culvert pipe shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 460, unless otherwise noted herein. Bids are to be in cost (dollars) per linear foot. 2. Bid Form BID UNIT COST Type Design F.O.B. Kerr County Road & Bride Yard 15" Arch 1 $ /LF 18" Arch 2 $ /LF 24" Arch 3 $ /I.,F 30" Arch 4 $ /I.F 15" Coupling Band $ /each 18" Coupling Band $ /each 24" Coupling Band $ /each 30" Coupling Band $ /each I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein are to begin April 1, 2005 and be in effect until April 1, 2046. Signature Firm Name: Address: Seal in Corporation Telephone: LQIG 5 BASE MATERIAL SPECIFICATIONS AND BID FORM 2. Specifications: Base material shall conform to the requirements in 2Q04 Texas Highway Department Standard Specifications, Item 247, Flexible Base, Type A (see attached). Bids are to be in cyst (in dollars} per cubic ton. 2. Bid Form BID UNIT COST F.O.B. SUPPLIER'S PLANT GRADE 1 GRADE 2 (1'/4" down) (21/" down) Type A (crushed limestone) $ /Ton $ /Ton F.O.B. KERR COUNTY GRADE 1 GRADE 2 (Comfort at Wilson Ch/Westwood) (1'/e" down) (21/2" down) Type A (crushed limestone} $ /Ton $ Iron Kerr County retains the rights to add transportation charges to the unit price shown above to determine the "Low Bid" for a particular job site. This may resutt in more than one supplier being "Low Bidder,' depending on the locations of job sites. I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein are to begin April 1, 2005 and be in effect until April 1, 2006. Signature Firm Name: Address: Seal in Corporation Telephone: 6 HOT MIX-COLD LAID ASPHALTIC CONCRETE PAVEMENT SPECIFICATIONS AND BID FORM 1. Specifications: Base material shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 334. Bids are to be in cost (in dollars) per TON. 2. Bid Form BID UNIT COST F.O.B. KERB COUNTY BLACK BASE Type AA COLD MIX Type CC (25 Mile radius of Kerrville) $ /TON $ /TON I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein are to begin April 1, 2005 and be in effect until April 1, 2006. Signature Seai in Corporation Date Firm Name: Address: Telephone: 7 ADVERTISEMENT FOR BID Kerr County will be accepting Sealed Bids for Annual Bids Road Base Material Cold Mix Black Base Trap Rock Aggregate Asphalt Emulsion Oil Corrugated Metal Pipe Equipment by the Hour with Operator Sealed bids will be accepted by the Kerr County Clerk, Kerr County Court House, 700 Main Street Kerrville, Texas 78028, until 5:00 P.M., March 11, 2005 All bids must be submitted on the Unit Price Bid Form. Bids will be opened publicly and read aloud at 10:00 A.M., Monday, March 14, 2005, in Commissioners' Court. Bid documents may be obtained from Kerr County Road & Bridge Department, 4010 San Antonio, Hwy., Kerrville, Texas 78028 or call 1-830-257-2993. NOTICE TO CONTRACTORS PROJECT: TRAP ROCK AGGREGATE ASPHALT EMULSION OILS CORRUGATED METAL PIPE BASE MATERIAL HOT MIX-COLD LAID ASPHALTIC CONCRETE OPENING BID DATE AND TIME: March 14, 2005 -10:00 a.m. Sealed Bids for the above reference project will be received until 5:00 p.m. March 11, 2005, by the Kerr County Clerk Kerr County Court House 700 Main Street Kerrville, Texas 78028 All bids must be on the Unit Price Bid Form. Bids received after this time will not be accepted. Bids will be opened publicly and read aloud at 10:00 a.m., Monday, March 14, 2045, in Commissioners' Court. Contract Documents may be obtained from Kerr County Road and Bridge Department, 4010 San Antonio Hwy., Kerrville, Texas 78028. Bidders shall place the following information on the outside of the sealed envelope: Sealed Bid for Trap Rock Aggregate or Sealed Bid for Asphalt Emulsion Oil Or Sealed Bid for Corrugated Metal Pipe Or Sealed Bid for Base Material Or Sealed Bid for Hot-Mix-Cold Laid Asphalt and March 11, 2005 at 5:00 p.m. "Name and address of Contractor" 2 PAVIl~TG AGGR,EGATEIS SPECIFICATIONS AND BID FORM 1. Specifications: Paving aggregates shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 302 Aggregates for Surface Treatments, 302.2A, Type E, Gradation Table 2. Bids are to be in cost (in dollars) per ton. 2. Bid Form BID ITNIT COST TYPE GRADE F.O.B. UNIT Trap Rock 3 *Kerr County $ /Ton Trap Rock 4 *Kerr County $ /Ton Trap Rock 5 *Kerr County $ /Ton * Kerr County = 25 mile radius of Kerrville Kerr County retains the rights to add transportation charges to the unit price shown above to determine the "Low Bid" for a particular job site. This may result in more than one supplier being "Low Bidder,' depending on the locations of job sites. I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein are to begin April 1, 2005 and be in effect until April 1, 2006. Signature Seal in Corporation Firm Name: Address: Telephone: Date ~ ~oR 1~SP-~r ~-~uc.si4~l 6~~ ~IAR.c+a ~~, 2~S ~~ E,nuzS~ ants ~~ ~jk,a~r- ?P O6 ~( EMULISION OILIS SPECIFICATIONS AND BID FORM 1. Specifications: Emulsion oils shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 300, Asphalt, Oils and Emulsions, CRS-2 and AEP. Bids are to be in cost (dollars) per gallon; delivered to Ken County Texas work sites. 2. Bid Form: Type Bid Unit Cost CRS-2 $ 1 .08 /Gallon FOB Kerr County AEP(non-soluble) $ 1 .21 IGallon FOB Kerr County * See attached sheet for additional emulsion products quote. I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein to begin April 1, 2005, and be in effect until April 1, 2006. • ~ March 8,2005 Signature Date Firm Name: Koch Materials Company Address: 8803 N. Mopac Austin Texas 78759 Seal in Corporation Telephone: 512 345-0975 4 [®KOCH KOCH MATERIALS COMPANY * ADDITIONAL EMULSION PRODUCTS QUOTE Specifications: All of these products conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 300, Asphalt, Oils and Emulsions. (see attached specifications) TYPE AE-P (non-soluble w/ water) SS-1 (soluble w/water) HFRS-2 BID UNIT COST $ 1.21 /Gallon $1.03 /Gallon $1.03 /Gallon $ 1.27 I Gallon FOB Kerr County FOB Kerr County HFRS-2P FOB Kerr County FOB Kerr County 1 do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein are to begin April 1,2005, and be in effect until April 1,2006. Signature ® ~" ~~ s Date Firm Name: Koch Materials Company Address: 8803 N. Mopac Austin Texas 78759 Telephone: (512) 345-0975 8803 North Mopac Expressway Austin, Texas 78759 512/345-0975 FAX 512/345-7938 ITEM 300 ASPHALTS, OILS, AND EMULSIONS 300.1. Description. Provide asphalt cements, cutback and emulsified asphalts, performance-graded asphalt binders, and other miscellaneous asphalt materials as specified on the plans. 300.2. Materials. Provide asphalt materials that meet the stated requirements when tested in accordance with the referenced Department, AASHTO, and ASTM test methods. Refer to the Material Inspection Guide (maintained by the Construction Division), Section 11. "Asphalt Inspection, Quality Control and Quality Assurance," for sampling and testing requirements. Acronyms used in this Item are defined in Table 1. Table 1 Acronvms Acron m Definition _ Test Procedure_Designations _ _ _ _ _ _ _ _ _ Tex Department T or R AASHTO D ASTM Polymer Modifier Designations _ _ _ _ _ _ _ _ _ _ _ _ P polymer-modified SBR or L styrene-butadiene rubber (latex) SBS styrene-butadiene-styrene block co-polymer TR tire rubber (from ambient temperature rindin of truck and passen er tires) AC as halt cement AE as halt emulsion AE-P as halt emulsion rime A-R as halt-rubber C cationic EAP&T emulsified as halt rime and tack H-suffix harder residue (lower enetration) HF hi h float MC medium-curie Table 1 (continued) Acronyms Acron m Definition MS medium-settin PCE rime, cure, and erosion control PG erfotrnance rade RC ra id-curin RS ra id-settin S-suffix stock ile usa SCM s ecial cutback material SS slow-settin A. Asphalt Cement. Asphalt cement must be homogeneous, water-free, and nonfoaming when heated to 347°F, and must meet Table 2 requirements. Table 2 Asphalt Cement Viscosit Grade Property Test procedure AC-0.6 AC-1.5 m AC-3 AC-5 AC-10 Mim ax Max Mi Mim ax Mim Max Mim Max Viscosity 140°F, poise T 202 ; 40:80 ; 100:200 ; 250:350 i 400. 600 ; 8001,200 275°F, ise 0.4 ~ - 0.7 ~ - 1.1 ~ - 1.4 ~ - 1.9 ~ - Penetration, 77°F, 100g, T 49 350 ~ - 250 ~ - 210 ~ - 135 ~ - 85 ~~ - 5 sec. Flash oint, C.O.C.,°F T 48 425: - 425; - 425; - 425: - 450: - Solubility in T 44 99.0; - 99.0; - 99.0; - 99.0; - 99.0; - trichloroeth lene, S ttest Tex-509-C Ne Ne Ne Ne Ne . Tests on residue from Thin-Film Oven Test: T 179 Viscosity, 140°F, poise T 202 - ~ 180 - +450 - '900 - ;1,50 - ;3,000 Ductility, 77°F T 51 100 - 100 - ]00~ - 100 - 100 - 5 cm/min., cm 1. [f AC-0.6 or AC-LS ductility at 77°F is less than 100 cm, material is acceptable ~r duchhty at 60°F is more than 100 cm. B. Polymer-Modified Asphalt Cement. Polymer-modified asphalt cement must be smooth and homogeneous, and comply with the requirements of Table 3. If requested, supply samples of the base asphalt cement and polymer additives. C. Cutback Asphalt. Cutback asphalt must meet the requirements of Tables 4, 5, and 6 for the specified type and grade. If requested, supply samples of the base asphalt cement and polymer additives. Table 4 Rapid-Curins? Cutback Asphalt T e-Grade Property RC-250 RC-8110 RC-3000 Procedure Min Ma: Min ~ Max Min :Max Kinematic viscosi , I40°F, cSt T 20l 230 ~ 400 800 i 1,600 3,000 + 6,000 Water, °lo T 55 + 0.2 - + 0.2 - 0.2 Flash oint, T.O.C., °F T 79 80 80 - 80 - Distillation test: T 78 ~ ~ ~ Distillate, percentage by volume of total distillate to 680°F to 437°F 40 ; 75 35 70 2D 55 to 500°F 65 ~ 90 55 8S 45 i 75 to 600°F 85 - 80 ; - 70 - Residue from distillation, volume % 70 75 ~ - 82 i - Tests on distillation residue: ~ Penetration, l00 g, S sec., 77°F T 49 80 120 80 120 80 120 Ductility, 5 cm/min., 77°F, cm T i 1 100 ~ - I00 ~ - 100 ~ - Solubility in ttichloroethylene, % T 44 99.0 - 99.0 - 99.0 - Spot test Tex-509-C Ne Ne Ne . Table 5 Medium-Curiu~ Cutback Asphalt T e-Grade Property Test MC-30 MC-250 MC-800 MC-3000 Procedure Min +Max Min .Max Min .Max Min a Max Kinematic viscosit , I40°F, cSt T 201 30 60 250 • 500 800 .1,600 3,000 +6,000 Water, % T 53 - 0.2 - + 0.2 - 0.2 - 0.2 Flash oint, T.O.C., °F T 79 100 ' - 150 ' - 150 ' - I50 ' - Dis[illation test: T 78 Distillate, percentage by volume of s s i s total distillate to 680°F : + + + to437°F - ; 25 - ]0 - - - - to500°F 40:70 l5 35 - ~ 35 - ~ 15 to 600°F 75 ~ 93 60:87 45 ~ 80 l5 ~ 75 Residue from distilladon, volumc % 50 ~ 67 ~ - 73 + - 80 - Tests on distillation residue: Penetration, 100 g, 5 sec., 77°F T 49 120 250 120 ; 25D 120 ; 250 120 250 Ductility, 5 cm/min., 77°F, cm~ T S 1 100 ; - 100 ; - l00 ; - 100 - Solubility in trichloroethylene, °l° T 44 99.0 ; - 99.0 ; - 99.0 ; - 99.0 ; - S t test Tex-509-C Ne Ne *. Ne Ne I 1. If the penetration of residue is more than 2W and me tluc[thty at ~ rr is tess man iw cm, me marenai +s acceptable if its ductility at 60°F is more than 100 cm. Table 6 Special-Use Cutback Asphalt T e-Grade Property Test MC-2400L SCM I SCM [I procedure Min ~ Max Min ~ Max Min ~ Max Kinematic viscosi , 140°F, cSt T 201 2,400 '4,800 500 ' 1,000 1,000 ~ 2,000 Water, % T 55 - ' 0.2 - ' 0.2 - " 0.2 Flash oint, T.O.C., °F T 79 150 ; - 175 ; - 175 ; - Distillation test: T 78 + Distillate, percentage by volume of total distillate to 680°F ~ ' ' to 437°F - ' - - ' - - ' - to 500°F - ~ 35 - ~ 0.5 - ~ 0.5 to 600°F 35 80 20 ~ 60 15 ~ 50 Residue from distillation, volume % 78 - 7G - 82 - Tests on distillation residue: i i Polymer SBR - - Polymercontent, % (solids basis) Tex-533-C 2.0 ~ - - ~ - - ~ - Penetration, 100 g, 5 sec., 77°F T 49 150 i 300 180 i - I80 i - Ductility, 5 cm/min., 39.2°F, cm T 51 50 - - - - - Solubili in trichloroeth lene, % T 44 99.0 ~ 99.0 ~ - 99.0 > - D. Emulsified Asphalt. Emulsified asphalt must be homogeneous, not separate after thorough mixing, and meet the requirements for the specified type and grade in Tables 7, 8, 9, and 10. Table 7 Emulsified Asphalt T e-Grad e Test t Medium-Setting Slow-Setting Pro a P ~ n Set Procedure HFRS-2 MS-2 AES-300 SS-1 SS-1H Min ;Max Min; Max Min ;Max Min ;Max Min ;Max Viscosity, 5aybolt Furol T 72 ' ; ; 77°F, sec. - - - - 75 ~ 400 20 ~ l00 20 ~ 100 122°F, sec. 150 ' 400 100; 300 - - - - - - Sieve test, % T 59 - ; 0.1 - ; O.l - ; 0.1 - 0.1 - ; 0.1 Miscibili T 59 - - - Pass Pass Cement mixin , % T 59 - - - - - - - ~ 2.0 - ; 2.0 Coating ability and water resistance: T S9 dry aggregate/after spray - - CroodlFair - - wet a re ate/after s ra - - Fair/Fair - - Demulsibilit , 35 ml of 0.02 N CaClz, % T 59 50 ~ - - ~ 30 - - - - - - Stora a stabili ,Ida , % T 59 - 1 - ; 1 - ; I - ; 1 - ; 1 Freezin test, 3 c cles T 59 - Pass - Pass Pass Distillation test: T 59 Residue by distillation, %by wt. 65 ; - 65 ; - 65 ; - 60 ; - 60 ~ - ~ Oil distillate, %b volume ofemulsion - ; OS - ; 0.5 - 5 - 0.5 O.S - Tests on residue from distillation: ; Penetration, 77°F, 100 g, 5 sec. T 49 100 ~ 140 120 ~ l60 300 ~ - I20 ; l60 70 l00 Solubility in trichloroethylene, % T 44 97.5 ; - 97.5; 97.5 ; - 97.9 ; - 97.5 t - Ductility, 77°F. 5 cmlmin., cm T 51 100 ; - 100; - - l00 ; - 80 j - Float test,140°F, sec. T 50 1,200 - - 1,200+ - - ~ - - ~ - 1. Applies only when the Engineer designates material for winter use. Table 8 Catinnir Fmnlcifiad Aanhult T e-Grade Pro erty Test Ra id-Settin Medium•Settin Slow-Settin p Procedure CRS-2 CRS-2H CMS-2 CMS•2S CSS-1 CSS-1H Min ~ Max Min ~ Max Min ~ Max Min ~ Max Min ~ Max Min.Max Viscosity, Saybolt Furol T72 77°F, sec. - - - - - - - - 20 ; 100 20 ~ l00 122°F, sec. I50 ~ 400 150 + 400 100 ~ 300 100 ~ 300 - - - Sievetest,% T59 -;0,1 -;Ol -;0.1 -;Ol -;Ol -;0.1 Cement mixin , % T 59 - - - - - _ _ _ _ ~ 2.0 - ~ 2.0 Coating ability and water resistance: T 59 dry aggregatelafter spray - - Good/Fair GoodlFair - - wet re ate/afters ra - - Fair/Fair Fair/Fair - - Demulsibility, 35 ml of 0,8°/a sodium T 59 70 ~ - 70 ~ - - - - - - dioc I sulfosuccinate, % - - - SWra a stabili , l da , % T 59 - 1 - I - 1 - I - I - I Particlechar a T59 Positive Positive Positive Positive Positive Positive Distillation test: T 59 Residue by distillation,%bywl. 65' - 65 ~ - 65' - 65 ~ - 60 a - 60 ~ - Oildistil late, % b volume ofemulsion - ; 0.5 - ; D.5 - ; 7 - ; 5 - ; 0.5 - ; 0.5 Tests on residue from distillation: Penetration, 77°F,100 g 5 sec. T 49 l20 ; 160 70 ; 110 120 ; 200 300 ; - 120 ; I60 70 ; 110 Salubilityintrichloraethylene,% T44 97.5; - 97.5; - 97.5; - 97.5; - 975; - 97.5; - Ductili , 77°F, 5 crrumin., cm T 51 100 ~ - 80 ~ - 100 ~ - - 100 ~ - 80 i - Table 9 Pnlvmer-Modified F.mnlcified dcnhalt rack Property Test Ra id-Setdn Medium-SefHe Slow-Setfin Procedure RS-IP HFRS•2P AES-150P AES-300P AES-3005 SS-IP Min' Max Min 'Max Min ~ Max Min 'Max Elio 'Max Mio 'Max Viscosity, Saybolt Purol T 72 ~ ~ i i i ~ 77°F, sec, - - - - 7S 400 7S 400 75 400 3D 100 122°F, sec. _ 50 ; 200 ISO ; 400 - - - - _ _ Sieve test, Y° T 59 - 0.1 0.1 - 0.1 ; 0, I - O I ' 0.1 Miscibility T 59 - - - - - Pass Coating ability and water resistance: T 59 dry aggregateJaflerspray - - GoodlFair Good/Fair GoodlFair - weta re a[e/afltts a Fair/Fair Fair/Fair Fair/Fair - Demulsibili , 35 ml of 0.02 N CaClr, % T S9 60 ; - SO ; - - _ _ _ Star a stebilit ,1 da , % T S9 - I ~ 1 - r I - r I - i I ~ l Rreakin indeX TexS42•C BO - - - - _ _ _ _ _ Distillation test: T 59 Residue by distillation, o by wt. 65 ~ - 6S ~ - 65 3 - 65 ~ - 65 ~ - 60 - Oildistillate, °k b volume ofemulsion - 3 - ~ 0.5 - ' 3 - ~ 5 - ~ 7 - ~ 0.5 Tests on residue from distillation. Polymer wntent, wt. % (solids basis) Tex-S33-C - - 3 0 ; - - - - ~ - _ _ 3.0 ~ _ Penetration, 77°F, 100 g, 5 sec. T 49 22S ; 300 90 ; 140 150 300 300 ; - 300 - 100 140 Solubllity in trichlaroathyleoe, % T 44 97A ; - 97.D ; - 97A ; - 97.0 ; - 97A ; - 97.11 - Viscosiry,140°F,poise T202 - - l,SOU~ - - - - - - - 1,3W; _ Float tes1,140°F, sec. T SO - - 1,2011 ; - 1 200 ; - 1 2D0 ; - 1 200 ; - - - Ductilityr, J9.2°F, S cmrmin, cm T 5l - - 50 ~ - , - - , - i _ , - - SD ~ - Elastic recove , SO°F, % Tex-539-C SS ~ - 55 - - _ _ Tests on RTFO curing of distillation residue Tex-541-C ' ~ ~ ~ Elastic recov , SO°F, % Tex-539-C - 50 - 50 30 - i. cxccpuun m i ». onng me iemperamre on me lower mennomcrer vowry to sw°r t to°r. Mam[arn at this temperature for 20 rein. Complete total distillation in 60 t5 min. from the first application o(heat 2 HFRS-2P must meet one of either the ductility or elastic recovery requirements. Table 10 Pnlvmer-Modified Cationic Emulsified Asphalt T e-Grade Property Test Rapid-Setting Slow- Settin procedure CRS-1P CRS-2P CS5-1P Min :Max Min ;Max Min ;Max Viscosity, Saybolt Furol T 72 77°F, sec. - - - - 20 t 00 l22°F, sec. 50 :150 150 :400 - - Sieve test, % T 59 - O.l - 0.1 - ; 0 1 Demulsibiliry, 35 ml of 0.8% sodium T 59 60 ~ - 70 ~ - - - dioc 1 sulfosuccinate, Stora a stabili , t da , % T 59 - : 1 - ] - 1 Breakin index, Tex-542-C - ; 80 - - - - Particle chaz e T 59 Positive Positive Positive Distillation test: T 59 Residue by distillation, % by weight 6S : - 65 - 62 - Oildistillate, %by volume of - 3 - 0.5 - 0.5 emulsion Tests on residue from distillation: Polymer content, wt. % (solids Tex-533-C - - 3.0 - 3.0 - basis) Penetration, 77°F, l00 g, 5 sec. T 49 225 ~ 300 90 150 55 90 Viscosity, 140°F, poise T 202 - 6 - 1,300 ~ - - : - Solubiliry in trichloroethylene, % T 44 97.0 ; - 97 0 ~ - 97.0 ; - Softening point, °F T 53 - ; - - - 135 - Ductility, 77°F, 5 cm/min., cm T 51 - - - - 70 - Ductility~, 39.2°F, 5 cm/min., cm T S l - - 50 - - - Elastic recove Z, 50°F, % Tex-539-C 45 : - 55 - - - 1. Exception to T 59: Bring the temperature on the lower thermometer slowly to j5u°h to°r Maintain at this temperature for 20 min. Complete total distillation in 60 t5 min. from the first application of heat. 2. CRS-2P must meet one of either the ductility or elastic recovery requirements. E. Specialty Emulsions. Specialty emulsions may be either asphalt-based or resin-based and must meet the requirements of Table 11. Table 11 Specialty Emulsions Type-Grade Test Medium-Setting Slow- Praperty Settin Procedure AE-P EAP&T PCEt Min •Max Min > Max Min • Max Viscosity, Saybolt Furol T 72 77°F, sec. - ~ - - ~ - l0 ~ 100 l22°F, sec. IS I50 - - - Sieve test, % T 59 - O.l - 0.1 - 0.1 Miscibili T 59 ~ Pass Pass Demulsibili , 35 ml of 0.10 N CaClz. % T 59 - ; 70 - - Stora a stabilit ,Ida % T 59 - . 1 1 Particle sizes, % b volume <2.5 m Tex-238-F' - - 90 + 90 ~ - Asphalt emulsion distillation to S00°F followed ~ ~ ~ by Cutback asphalt distillation of residue to T 59 & T 78 i j ~ 680°F: ; Residue after both distillations, % by wt. 40 - - - - - Total oil distillate from both distillations, % by 25 40 - - - - volume of emulsion Residue b distillation, %b wt. T 59 60 ~ - - - Residue b eve oration , % b wt. T 59 - - - 60 ' - ~ Tests on residue after all distillation(s): Viscosity, l40°F, poise T 202 - - 800 ; - - - Kinematic viscositys, 140°F, cSt T 201 - - - - 100 ; 350 Flash point C.O.C., °F T 48 - ; - - - 400 ; - Solubility in trichloroethylene, % T 44 97.5 ; - - - - - Floattest, l22°F, sec. T 50 50 ~ 200 - - I. Supply with each shipment of PCE: a) a copy of a leb report from an approved analytical lab, signed by a lab official, indicating the PCE formulation does not meet any characteristics of a Resource Conservation Recovery Act (RCRA) hazardous waste; b) a certification from the producer that the formulation supplied does not diner from the one tested and that no listed RCRA hazazdous wastes or PCBs have been mixed with the product; and c) a Material Safety pate Sheet. 2. Exception to T 59: In dilution, use 350 ml of distilled or deionized water and a 1,000-m1 beaker. 3. Use Tex-238-F, beginning at "Particle Size Analysis by Laser Diffraction;' with distilled or deionized water as a medium and no dispersant, or use another approved method. 4. Exception to T 59: Leave sample in the oven until foaming ceases, then cool and weigh. 5. PCE must meet either the kinematic viscosity requirement ar the particle size requirement. F. Recycling Agent. Recycling agent and emulsified recycling agent must meet the requirements in Table 12. Additionally, recycling agent and residue from emulsified recycling agent, when added in the specified proportions to the recycled asphalt, must meet the properties specified on the plans. Table 12 Rec clin A ent and Emulsified Rec clin A ent Recycling Emulsified Test Agent Recycling Property procedure A ent Min Ma Min Ma x x Viscosity, Saybolt Furol, 77°F, T 72 - - 15 100 sec. Sieve test, % T 59 - - - 0.1 Miscibility T 59 - No coagulation Residue by evaporationz, %by T 59 - - 60 - w[. Tests on recycling agent or residue from evaporation: Flash point, C.O.C., °F T 48 400 - 400 - Kinematic viscosity, T 201 140°F,cSt I ( 75 :200 75 ~ 200 275°F, cSt 10.0 10.0 1. Exception to T 59: Use 0.02 N CaClz solution in place of water. 2. Exception to T 59: Maintain sample at 300°F until foaming ceases, then cool and weigh G. Crumb Rubber Modifier. Crumb rubber modifier (CRM) consists of automobile and truck tires processed by ambient temperature grinding. CRM must be: • free from contaminants including fabric, metal, and mineral and other nonrubber substances; • free-flowing; and • nonfoaming when added to hot asphalt binder. When tested in accordance with Tex-200-F, Part I, using a 50-g sample, the rubber gradation must meet the requirements of the grades in Table 13. Table 13 CRM Gradations Sieve Size Grade A Grade B Grade C Grade D Grade E (% Passin) Min Maz Min Maz Min Max #8 100 - - - - - #10 95 100 100 - - - As #16 - - 70 100 100 - shown As #30 - _ - 25 60 90 100 on the approved #40 - - - - 45 100 plans ~ #50 0 10 - - - - #200 - - 0 5 - - H. Crack Sealer. Polymer modified asphalt-emulsion crack sealer must meet the requirements of Table 14. Rubber-asphalt crack sealer must meet the requirements of Table 15. Table 14 Polymer-Modified Asphalt Emulsion Crack Sealer Pro a Test Procedure Min Max Rotational viscosi , 77°F, cP D 2196, Method A ] 0,000 25,000 Sieve test, % T 59 - 0.1 Stora a stabili , 1 da , % T 59 - 1 Evaporation Tex-543-C Residue b eva ration, % b wt. 65 - Tests on residue from evaporation: Penetration, 77°F, 100 g, 5 sec. T 49 35 75 Softening point, °F T 53 140 - Ductility, 39.2°F, 5 cm/min., cm T 51 l00 - Table 15 Rubber-Asphalt Crack Sealer Property Test Class A Class B Procedu Min Ma Min Ma re x x CRM content, Grade A or B, % Tex-544- 22 26 - - by wt. C CRM content, Grade B, % by wt. Tex-544- - - 13 17 C Virgin rubber content, %by wt. - - 2 - Flash pointZ, COC, °F T 48 400 - 400 - Penetration3, 77°F, 150 g, 5 sec. T 49 30 50 30 50 Penetration3, 32°F, 200 g, 60 sec. T 49 12 - 12 - Softenin oint, °F T 53 - - 170 - Bond D5329 - Pass 1. Provide certification that the min. % virgin rubber was added. 2. Before passing the test flame over the cup, agitate the sealing compound with a 3/8- to 1 /2-in. (9.5- to 12.7-mm) wide, square-end metal spatula in a manner so as to bring the material on the bottom of the cup to the surface, i.e., tum the material over. Start at one side of the thermometer, move around to the other, and then return to the starting point using 8 to 10 rapid circular strokes. Accomplish agitation in 3 to 4 sec. Pass the test flame over the cup immediately after stirring is completed. 3. Exception to T 49: Substitute the cone specified in ASTM D 217 for the penetration needle. 4. No crack in the crack sealing materials or break in the bond between the sealer and the mortar blocks over 1 /4 in. deep for any specimen after completion of the test. I. Asphalt-Rubber Binders. Asphalt-rubber (A-R) binders are mixtures of asphalt binder and CRM, which have been reacted at elevated temperatures. The A-R binders meet D 6114 and contain a minimum of 15%CRM by weight. Types I or II, containing CRM Grade C, are used for hot mixed aggregate mixtures. Types II or III, containing CItM Grade B, are used for surface treatment binder. Table 16 describes required binder properties. Table 16 A-R Binders T t Binder T e Property es procedur T e I T e II T e III e Min Max Min Max Min Max Apparent viscosity, 347°F, cP D 2196, 1,500 5,000 1,500 5,000 1 500 5 000 Method A , , Penetration, 77°F, 100 , 5 sec. T 49 25 75 25 75 50 100 Penetration, 39.2°F, 200 g, 60 sec. T 49 10 - 15 - 25 - Softenin oint, °F T 53 135 - 130 - 125 - Resilience, 77°F, % D 5329 25 - 20 - ] 0 - Flash oint, C.O.C., °F T 48 450 - 450 - 450 - Tests on residue from Thin-Film Oven Test: T 179 Retained penetration ratio, 39.2°F, 200 g, 60 sec., % of T 49 75 - 75 - 75 - ori final J. Performance-Graded Binders. PG binders must be smooth and homogeneous, show no separation when tested in accordance with Tex-540-C, and meet Table 17 requirements. Separation testing is not required if: • a modifier is introduced separately at the mix plant either by injection in the asphalt line or mixer, • the binder is blended on site in continuously agitated tanks, or • binder acceptance is based on field samples taken from an in-line sampling port at the hot mix plant after the addition of modifiers. ~'tsmt~n retort ~ lu rnw~°° Test tcmPc Table l7 Ib >•2. PGA Ib -22 '28 <90 >.3A >.l6 >-~ >•28 >•3A -b 12 l8 .2x •3A ~dTestMa~od .22 <6A >22 >.28 .6 - Ix 2A tx >,3A >•16 12 I ProPerb >.22 •6 IS 2d ~ i niemPe >3A >.Ib 12 ~ m~Pavementdesx >.22 >,2x .b 2A b lx 12 lx 12 ~AverageT• Y °C' ~- x 24 ~ 12 l8 24 r to ramre, 12 l C en1 deli amnent, M1tl av~{fness,T313:' - b 12 18 ~ beptowfdedhythe~P Creep 300MPa, b lx 2A °gram°~aY S, "'~' ~, 0 300 °C _ 12 sa Iied conWuter Pr d ~m)1°cted at der m•yalue, b0 sec., 18 2A ent• PP an as sudab s 12 d. ntixed, Test temPeramre g contained in a Depetim atefy P°1°~ nian flora, Y °C e o lion T 31~n,101 an algorithm is aN b mixing and contpacao Direct ten ramresusr°x halt bra ryrr~~1ethebinder Failure stt'iature r I~~~tedfromair~m~ dPP28. warrantsthattheasP 8 it mrDess re4airenre instead of the creep 300.3. Equipment. Provide all equipment necessary to transport, store, sample, heat, apply, and incorporate asphalts, oils, and emulsions. 300.4. Construction. A. Typical Material Use. Table 18 shows typical materials used for specific applications. These are typical uses only. Circumstances may require use of other material. Table 18 Tvoical Material Ilse Material A lication T icall Used Materials Hot-mixed, hot-laid as halt mixtures PG binders, A-R binders T es [and I[ Surface treatment AC-5, AC-1Q, AC-5 w/2%SBR, AC-10 w/2%SBR, AC-15P, AC-20-STR, HFRS-2, MS-2, CRS-2, CRS-2H, HFRS-2P, CRS-2P, A-R binders T es [I and III Surface treatment (cool weather) RS-lP, CRS-1P, RC-250, RC-800, RC-3000, MC-250, MC-800, MC-3000, MC-2400L Precoatin AC-5, AC-1Q, PG 64-22, SS-l, SS-IH, CSS-l, CSS-1H Tack coat PG Binders, SS-1H, CSS-1H, EAP&T Fo seal SS-1, SS-IH CSS-1, CSS-IH Hot-mixed, cold-laid as halt mixtures AC-0.6, AC-L5, AC-3, AES-300,AES-300P, CMS-2, CMS-2S Patchin mix MC-SOQ SCM I, SCM II, AES3005 Recycling AC-0.6, AC-1.5, AC-3, AES-ISOP, AES-300P, recycling agent, emulsified rec clip ent Crack sealing SS-1P, polymer mod AE crack sealant, rubber asphalt crack sealers Class A, Class B Microsurfacin CSS- I P Prime MC-30, AE-P, EAP&T, PCE Curin membrane SS-1, SS-1H, CSS-l, CSS-lH, PCE Erosion control SS-1, SS-IH, CSS-1, CSS-IH, PCE B. Storage and Application Temperatures. Use storage and application temperatures in accordance with Table 19. Store and apply materials at the lowest temperature yielding satisfactory results. Follow the manufacturer's instructions for any agitation requirements in storage. Manufacturer's instructions regarding recommended application and storage temperatures supersede those of Table 19. Table 19 Ctnraap anti Annlicatinn Temperatures A licat ion St Type-Grade Recommended Maximum Allowable orage Maximum Ran e, F g ° °F (°F) AC-0.6, AC-1.5, AC-3 200-300 350 350 AC-5, AC-10 275-350 350 350 AC-5 w/2%SBR, AC-10 w/2%SBR, 300-375 375 360 AC-15P, AC-20-STR RC-250 125-180 200 200 RC-800 170-230 260 260 RC-3000 215-275 285 285 MC-30, AE-P 70-150 175 175 MC-250 125-210 240 240 MC-800, SCM I, SCM II 175-260 275 275 MC-3000, MC-2400L 225-275 290 290 HFRS-2, MS-2, CRS-2, CRS-2H, HFRS-2P, CRS-2P, CMS-2, CMS-2S, 120-160 180 180 AES-300, AES-300S, AES-i50P, AES-300P SS-1, SS-1H, CSS-1, CSS-1H, PCE, EAP&T, SS-1P, RS-1 P, CRS-iP, CSS-1P, recycling agent, emulsified 50-130 140 140 recycling agent, polymer mod AE crack sealant PG binders 275-350 350 350 Rubber asphalt crack sealers (Class A, 350-375 400 - Class B A-R binders Types 1, 11, and 111 .iL~~L~ 4L7 4L~ 300.5. Measurement and Payment. The work performed, materials furnished, equipment, labor, tools, and incidentals will not be measured or paid for directly, but is subsidiary or is included in payment for other bid Items. COB.RUG~TED METAI. PIPE SPECIFICATIONS AND BID FORM 1. Specifications: Culvert pipe shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 460, unless otherwise noted herein. Bids are to be in cost (dollars) per linear foot. 2. Bid Form BID UNIT COST Type Design F.O.B. Kerr County Road & Bridge Yard 15" Arch 1 $ /LF 18" Arch 2 $ /LF 24" Arch 3 $ /LF 30" Arch 4 $ ~-F 15" Coupling Band $ /each 18" Coupling Band $ /each 24" Coupling Band $ /each 30" Coupling Band $ /each I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein are to begin April 1, 2005 and be in effect until April 1, 2006. Signature Firm Name: Address: Seal in Corporation Telephone: Date 5 BASE MATERIAL SPECIFICATIONS AND BID FORM 2. Specifications: Base material shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 247, Flexible Base, Type A (see attached). Bids are to be in cost (in dollars) per cubic ton. 2. Bid Form BID UNIT COST F.O.B. SUPPLIER'S PLANT Type A (crushed limestone) GRADE 1 (13/4" down) $ /Ton F.O.B. KERR COUNTY GRADE 1 (Comfort at Wilson Clc/Westwood) (1 3/4" down) Type A (crushed limestone) $ /Ton GRADE 2 (21/z" down) $ /Ton GRADE 2 (2 1/:" down) $ /Ton Kerr County retains the rights to add transportation charges to the unit price shown above to determine the "Low Bid" for a particular job site. This may result in more than one supplier being "Low Bidder,' depending on the locations of job sites. I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein are to begin April 1, 2005 and be in effect until April I, 2006. Signature Firm Name: Address: Seal in Corporation Telephone: 6 HOT MIX-COLD LAID ASPHALTIC CONCRETE PAVEMENT SPECIFICATIONS AND BID FORM 1. Specifications: Base material shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 334. Bids are to be in cost (in dollars} per TON. 2. Bid Form BID UNIT COST F.O.B. KERR COUNTY BLACK BASE Type AA COLD MIX Type CC (25 Mile radius of Kerrville) $ /TON $ /TON I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein are to begin April 1, 2005 and be in effect until April 1, 2006. Signature Seal in Corporation Date Firm Name: Address: Telephone: 7 ADVERTISEMENT FOR BID Kerr County will be accepting Sealed Bids for Annual Bids Road Base Material Cold Mix Black Base Trap Rock Aggregate Asphalt Emulsion Oil Corrugated Metal Pipe Equipment by the Hour with Operator Sealed bids will be accepted by the Kerr County Clerk, Kerr County Court House, 700 Main Street Kerrville, Texas 78028, until 5:00 P.M., March 1 I, 2005 AlI bids must be submitted on the Unit Price Bid Form. Bids will be opened publicly and read aloud at 10:00 A.M., Monday, March 14, 2005, in Commissioners' Court. Bid documents may be obtained from Kerr County Road & Bridge Department, 4010 San Antonio, Hwy., Kerrville, Texas 78028 or call 1-830-257-2993. ANNUAL BID DOCUMENTS for TRAP ROCK AGGREGATE ASP~IALT EMULSION OIL CORRUGATED METAL PIPE ROAD BASE MATERIAL BLACK BASE TYPE AA COLD MIX TYPE CC KERR COUNTY ROAD & BRIDGE DEPARTMENT 4010 SAN ANTONIO HWY. KERRVILLE, TX 78028 (830) 257-2993 February 2005 NOTICE TO CONTRACTORS PROJECT: TRAP ROCK AGGREGATE ASPHALT EMULSION OILS CORRUGATED METAL PIPE BASE MATERIAL HOT MIX-COLD LAID ASPHALTIC CONCRETE OPENING BID DATE AND TIME: March 14, 2005 -10:00 a.m. Sealed Bids for the above reference project will be received until 5:00 p.m. March 11, 2005, by the Kerr County Clerk Kerr County Court House 700 Main Street Kerrville, Texas 78028 All bids must be on the Unit Price Bid Form. Bids received after this time will not be accepted. Bids will be opened publicly and read aloud at 10:00 a.m., Monday, March 14, 2005, in Commissioners' Court. Contract Documents may be obtained from Kerr County Road and Bridge Department, 4010 San Antonio Hwy., Kerrville, Texas 78028. Bidders shall place the following information on the outside of the sealed envelope: Sealed Bid for Trap Rock Aggregate or Sealed Bid for Asphalt Emulsion Oil Or Sealed Bid for Corrugated Metal Pipe Or Sealed Bid for Base Material Or Sealed Bid for Hot-Mix-Cold Laid Asphalt and March 11, 2005 at 5:00 p.m. "Name and address of Contractor" PA'PIl~TG AGGREGATElS SPECIFICATIONS AND BID FORM 1. Specifications: Paving aggregates sha11 conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 302 Aggregates for Surface Treatments, 302.2A, Type E, Gradation Table 2. Bids aze to be in cost (in dollars) per ton. 2. Bid Form BID iJNIT COST TYPE GRADE F.O.B. UNIT Trap Rock Trap Rock Trap Rock '` Kerr County = 25 mile radius of Kerrville 3 *Kerr County $ /Ton 4 *Kerr County $ /Ton 5 *Kerr County $ /Ton Ken County retains the rights to add transportation charges to the unit price shown above to determine the "Low Bid" for a particular job site. This may result in more than one supplier being "Low Bidder,' depending on the locations of job sites. I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein aze to begin April 1, 2005 and be in effect until April 1, 2006. Signature Seal in Corporation Firm Name: Address: Telephone: Date 3 ~'- ,~; . # ,,,; :~, ~ ~; ~KQCH Pavement Solutions` i ...~~ 8803 N. Mopac Expressway • Austin, T% 76759 os~..~...~.Iwwi.WV* i ~" ~, nyi :+~' ~4 Sealed Bid for Asphalt Emulsion Oil March 11,2005 at 5:00 p.m. Koch Materials Company 8803 N. Mopac Austin, Texas 78759 •5.l~~ 0! ~~ Kerr County Clerk Kerr County Court House 700 Main Street Kerrville Texas 78028 ,t.~ f, . f ~.;;, ~:a ~~~.,,':.x~ ~,~.r, ,I~~v x~~~ s ~~* -~~~, u<: ,. a ,...~A~~. ~ ~ ~~ :. ~. :'e: s,_ ~. '. e V:. -?'e;~. ~.t~~ r` ~.: .~ v~ h ~i. ~ !o '^> ~; °F~' .. ,.g.. . _K;{. ,,.. q.. .~ 4. .~~ rovided ter }roar internal use fEdFX $@ry~CC. Ctl8W1tlBC Dda service area ie p --'__-_~_ \~ and eorrveroema.9ervlcemuetEemazkedonatrbill. J~`_Y~ i` rn1 pRIOR~~~ OVERHIGNT ~lwer9Y' 1~g5 11MAR05~ eNR ~ 0`215 ~a~>" 8463 2816 0558 , . ~ SA Vaa -...,.~nu1111 ~.; , sz a USAirbill ~ 846 3 2876 0558 ~ '~ ,~: cenGremvMjr s~ewrdt 1 has niis N ~a~ aef'i".~.rgw~. ~ f ~ nw .? ` (~~,,55 ra~mrr~r 8463 YI 28760558 ~j ru~~vo~~e [] Fea~sundemowmmrc ~ r+a~Ftico,~.~r ew tKWeiaamp' Xa¢Mwiaamosf m eaaa.~.er n.an.aw ~ ~- rauhwammaw+e'mm.~wNa.a~am --7 •~°- W ~ ~m KU~t,I 1`IA?'E~?T n~ a ~;;^`1PAi'd'i ~ , ~ ~Mw w~ ~ ~r ry GA'/.7 I'~ ~C ~fy(~ `yi3"~ y~ C G ~~ 6 obrbfPi~fis '61bW~Y ~ ' . •4dneN.M~n ' W ~ ~ ~~,USTIN ~„ Tk ar 7875r+~~-7445 ). ~~" ,~reaEr []onw ~ ! 7~ ~~~~ , >"+~ Fl6dNt+,w Rex9eupM e0% TUG Z ~ 2 YarYrYnalBihinpAafaau~ B SiweialNadlinp _--- rwxrwr.wu,.MswNa - ~ . l ~ = v 3 Ta SAMUAYhi~r NOIaWWWrY HdD~frrir ' .-• r.YapubF6 & atlm a~.N~narN~ ~ ~~ a ~ GG,TI/ ~ ~ _`~ ~~ ew Morn NCMcbI. - n 5 ~ ~ ~1 ~ ° ~Y ~~ L , Camperry o w iw_~-m U n4a t A/= p, ~o=' "°~a °~~ Z _ ?/' ) '7 ~.-. ~1 /~,N J/~ f eC , / a GrpAircreROrly owwm~i~var~iamariNanrmMga OwNRkm Y ` l- Addna e nr a w ~wsa.~ ~ , P~IIM, Wt rrN8Mt4rbMG11YMa MnNO ~ r- --i ,- ~o =w<.~Yarmeaw~~N o~ N. . ~ [~ $~ga 0 aacpwnt O IGdP,arry ~ CndaCeN ~ 6uIJgwA , m Addraa ~yaN ir~~eeii X14 (A Yipua=N~4NYAIdn=N~kMFnIN~EOrt4n4fWiKeaMn. ;"~ ~K ~ f" ~ ~ ~) /~ v ~b G a , ~P T°°lnaaa' t~lwpa w°"„' sure / ~ Ciq (' 7 I~ ! ar O ~ « l ' 8 4 63 28 76 05 5 6 "' ra~r;,„,w,,.aw,.r,.~,~,,~„.„v».:re.~,~,ew,«~,.~, °`~ 8 5qutoAutlprits0eliwryWitlraA+SipnAn ~ L i «~r~^ 466 ` '" ^ _,~7y~;a ~` , ~=~h d ~ 155475 155a75F25 155a75F5U REV 11N1 AT ADVERTISEMENT FOR BID Kerr County will be accepting Sealed Bids for Annual Bids Road Base Material Cold Mix Black Base Trap Rock Aggregate Asphalt Emulsion Oil Corrugated Metal Pipe Equipment by the Hour with Operator Sealed bids will be accepted by the Kerr County Clerk, Kerr County Court House, 700 Main Street Kerrville, Texas 78028, unti15:00 P.M., March 11, 2005 All bids must be submitted on the Unit Price Bid Form. Bids will be opened publicly and read aloud at 10:00 A.M., Monday, March 14, 2005, in Commissioners' Court. Bid documents may be obtained from Kerr County Road & Bridge Department, 4010 San Antonio, Hwy., Kerrville, Texas 78028 or call 1-830-257-2993. ANNUAL BID DOCUMENTS for TRAP ROCK AGGREGATE ASPHALT EMULSION OIL CORRUGATED METAL PIPE ROAD BASE MATERIAL BLACK BASE TYPE AA COLD MIX TYPE CC KERR COUNTY ROAD & BRIDGE DEPARTMENT 4010 SAN ANTONIO HWY. KERRVILLE, TX 78028 (830) 257-2993 February 2005 NOTICE TO CONTRACTORS PROJECT: TRAP ROCK AGGREGATE ASPHALT EMULSION OILS CORRUGATED METAL PIPE BASE MATERIAL HOT MIX-COLD LAID ASPHALTIC CONCRETE OPENING BID DATE AND TIME: March 14, 2005 -10:00 a.m. Sealed Bids for the above reference project will be received unti15:00 p.m. March 11, 2005, by the Kerr County Clerk Kerr County Court House 700 Main Street Kerrville, Texas 78028 All bids must be on the Unit Price Bid Form. Bids received after this time will not be accepted. Bids will be opened publicly and read aloud at 10:00 a.m., Monday, March 14, 2005, in Commissioners' Court. Contract Documents may be obtained from Kerr County Road and Bridge Department, 4010 San Antonio Hwy., Kerrville, Texas 78028. Bidders shall place the following information on the outside of the sealed envelope: Sealed Bid for Trap Rock Aggregate or Sealed Bid for Asphalt Emulsion Oil Or Sealed Bid for Corrugated Metal Pipe Or Sealed Bid for Base Material Or Sealed Bid for Hot-Mix-Cold Laid Asphalt and March 11, 2005 at 5:00 p.m. "Name and address of Contractor" 2 PAVING AGGREG~.TES SPECIFICATIONS AND BID FORM 1. Specifications: Paving aggregates shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 302 Aggregates for Surface Treatments, 302.2A, Type E, Gradation Table 2. Bids are to be in cost (in dollars) per ton. 2. Bid Form BID UNIT COST TYPE GRADE F.O.B. UNIT Trap Rock 3 *Kerr County $ 22.83 /Ton Trap Rock 4 *Kerr County $ 22.83 /Ton Trap Rock 5 *Kerr County $ 22.83 /Ton * Kerr County = 25 mile radius of Kerrville Kerr County retains the rights to add transportation charges to the unit price shown above to determine the "Low Bid" for a particular job site. This may result in more than one supplier being "Low Bidder,' depending on the locations of job sites. I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herei~are to begin April 1, 2005 and be in effect until April I, 2006. ~~c~ ,L ~~1 --_______ 3- 8- 05 Signature Date Firm Name: Vulcan Construction Materials, LP Address: P. 0. Box 791550 -San Antonio, TX 78279 Seal in Corporation Telephone: (210) 524-3500 3 EMULISION OILIS NO B I D SPECIFICATIONS AND BID FORM 1. Specifications: Emulsion oils shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 300, Asphalt, Oils and Emulsions, CRS-2 and AEP. Bids are to be in cost (dollars) per gallon, delivered to Kerr County Texas work sites. 2. Bid Form: Type CRS-2 AEP Bid Unit Cost $ /Gallon $ /Gallon FOB Kerr County FOB Kerr County I do hereby certify that I have read the attached Special Instructions to Bidders and that prices oted her ' are to begin April 1, 2005, and be in effect until Aprii 1, 2006. a ~ 3-8-05 ignature Date Firm Name: Vulcan Construction Materials, LP Address: P. 0. Box 791550 -San Antonio, TX 78279 Seal in Corporation Telephone: (210) 524-3500 4 CORRUGATED METAL PIPE NO B I D SPECIFICATIONS AND BID FORM 1. Specifications: Culvert pipe shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 460, unless otherwise noted herein. Bids are to be in cost (dollars) per linear foot. 2. Bid Form BID UNIT COST Type Design F.O.B. Kerr County Road & Bride Yard 15" Arch 1 $ /LF 18" Arch 2 $ /LF 24" Arch 3 $ /LF 30" Arch 4 $ /I.,F 15" Coupling Band $ leach 18" Coupling Band $ /each 24" Coupling Band $ /each 30" Coupling Band $ /each I do hereby certify that I have read the attached Special Instructions to Bidders and that prices gy~ted herein e to begin April 1, 2005 and be in effect until April 1, 2006. ~~ -_.... ~~ 3-8-05 Signature Date Firm Name: Vulcan Construction Materials, LP Address: P. 0. Box 791550 -San Antonio, TX 78279 Seal in Corporation Telephone: 210 524-3500 5 BASE MATERIAL N O B I D SPECIFICATIONS AND BID FORM 2. Specifications: Base material shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 247, Flexible Base, Type A (see attached). Bids are to be in cost (in dollars) per cubic ton. 2. Bid Form BID UNIT COST F.O.B. SUPPLIER'S PLANT GRADE 1 (13/4" down) Type A (crushed limestone) $ /T'on GRADE 2 (2'/s" down) $ /Ton F.O.B. KERR COUNTY GRADE 1 (Comfort at Wilson Clc/Westwood) (1 3/4" down) Type A (crushed limestone) $ /Ton GRADE 2 (21/:" down) $ /Ton Kerr County retains the rights to add transportation charges to the unit price shown above to determine the "Low Bid" for a particular job site. This may result in more than one supplier being "Low Bidder,' depending on the locations of job sites. I do hereby certify that I hays read the attached Special Instructions to Bidders and that prices quoted herein ar' tyo begin Apri , 2005 and be in effect until April 1, 2006. ignature Date Firm Name: Vulcan Construction Materials, LP Address: P. 0. Box 791550 -San Antonio, TX 78279 Seal in Corporation Telephone: (210) 524-3500 6 HOT MIX-COLD LAID ASPHALTIC CONCRETE PAVEMENT SPECIFICATIONS AND BID FORM 1. Specifications: Base material shall conform to the requirements in 2004 Texas Highway Department Standard Specifications, Item 334. Bids aze to be in cost (in dollazs) per TON. 2. Bid Form F.O.B. KERB COUNTY BLACK BASE Type AA COLD MIX Type CC BID UNIT COST (25 Mile radius of Kerrville) $ 27.42 /TON $ 27.42 /TON I do hereby certify that I have read the attached Special Instructions to Bidders and that prices uoted herein are to begin April 1, 2005 and be in effect until April 1, 2006. ~: Signature Date Firm Name: Vulcan Construction MatPrials_ LP Address: P. 0. Box 791550 Seal in Corporation Telephone: (210) 524-3500 7 ~omPany Mater;a~s SOUTHWEST pIVI5~ON P 0 SOX 7g155 TEXA 78279 S SAN ANTONIO, ~r ~ 'Texas 78279.15`. ~'! mpanY ox 791550 • San Antonia Materials p, B Southwest Division P' Kerr Couot!' ClP TthouSP Kerr Caun 5tr et lpp jai lP+ SX 1$02$ Kerrv~1 RQOk A9~renate for Trap m, SPa1et4 $~d2005 at 5:00 p' Ir;aroh 11, ~~ 7827g-1550 Texas Box 791550 • San Antonio, anY Materials p°'p P ~, I Southwest Division nt,' Clemhouse Kerr Cou t r Caur Kerr Mai n Street 2$ 100 ville, ~K 1$0 Kerr hat t Cold Laid Asp Not ~~00 p~m' Se r ~ 11 d 7p05 at `. Ma Insert airbill here FedEx ~ Ship Manager ~ Label 7914 993514SS From Onq~n ID (210)524 3519 GINC(RIAYLOR VULCAN MATERIALS COMPANY 8001SOM SAN ANTONIO, T!(I8216 SHIP TO 10S~gZ5! '1999 Kerr County Clerk Kerr County Court Nouse z00 Main Street Kerrville, TX 78028 Ship Dale. OBMAR05 ® Aclual WgL 1 L© Sysiemtt 484655411NET2000 E Ae~eu~,ra S ......,., REf: P.0 Box 791550 ~~w,~ i~' ~ ~ I I~IIHIIIIIL illllllllllill IIII~III~IIIII Ilil BILL SENDER I Delivery Address Bar Code RELEASE#:3785346 PRIORITY OVERNIGHT WEB Deliver 9y roRM 09MAR05 rRK# 7914 9935 1455 02°' SAT ~" Page 1 of 1 'a°~a f05 45 EVAA I~ IIIIIIIIIIIIIIIIIIIII~IIIIiII~III ~IIIIIIIIIII~I~~ a. EQUIPMENT BY THE HOUR WITH OPERt~TOR SPECIFICATIONS AND BID FORM 1. Specifications: Bids are to be in cost (dollars} per hour for EQUIPMENT & OPERATOR 2. Bid form is for equipment listed or a machine of equal performance. SPECIFICATION TYPE AGE UNIT MEET EQUIPMENT EQUIP. COST SPECS BID (Years} (Yes/no) Minimum Bid: JD650G with CAT D-6 Dozer w/Ripper HD ripper 8 $7 p . / er hr. no p (or equivalent) Scraper Int' 1, 41 2B 18 $80 , /per Itt. yes (heaped capacity 11 CY} CAT 12G Motor Grader CAT 14 E 3 3 $7 0 . / er hr ye s p (or equivalent} 930 Loader CAT 9 2 8 G 5 $7 5. /per ~. ye s (or equivalent) 12 Ton Flat Wheel Roller Ingram 8 ton 28 $55 . /per hr. no 12 Ton Pneumatic Roller HYs ter 10 ton 15 $5 5 . /per ~., no 1500 Gallon Water Truck F 6 0 0 2 0 0 0 ga 1. 31 $5 5 . /per hr. ye s Optional bid: Asphalt Distributor N /A $ /per hr, Chip Spreader N / A $ /per hr. I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted herein are to begin 7, 2005, and be in effect until April 1, 20 06. 3/1 1 /05 Signature Date Firm Name: Schwarz Construction Co, Address: 181 1 Junction Hwy. , Kerrville Telephone: 8 9 5- 5 8 51 3 U~Tt~~ Gp. ~~NgT ~`, gCiiw~Zi auNCTioN ~ go2S ~RgVILLE~ TEXA D~enin9 t Bid 1 EgUipmen ~ 10.~p~ro Hou ch 14r 2~~'UC~ion C~•~ille Mar wa ConStr tlwY • Kerr Sall 3unGtlon ~' ~, EQUIPMENT BYTHE HOUR WITH OPEB,~ITOR SPECIFICATIONS AND BID FORM 1. Specifications: Bids are to be in cost (dollars) per hour for EQUIPMENT & OPERATOR 2. Bid form is for equipment listed or a machine of equal performance. SPECIFICATION TYPE AGE UNIT MEET EQUIPMENT EQUIP. COST SPECS BID (Years) (Yes/no) Minimum Bid: CAT D-6 Dozer w/Ripper Q ~____~ / ~ $ ll F', caper hr. L~ (or equivalent} Scraper ~ Z / ~' Z r ~: r' /% ~Ll ~per hr. / $L2S"v (heaped capacity 11 CY) ~ / CAT 12G Motor Grader / ~n ~ l , f ~ $ ~'~?'~t= /per hr. J (or equivalent) ,, 930 Loader `j~'.~' ~' ~~A ~/'( C ~~/.; ~/! ,~ G~ $ %/per hr, c.~ (or equivalent) 12 Ton Flat Wheel Roller $ /per hr. 12 Ton Pneumatic Roller $ /per hr. 1540 Gallon Water Truck x,~~.~ ~,~ LLciu' J~C l~ /<' ,~ $ ~~/per hr.~~ Optional bid: Asphalt Distributor $ /per hr. Chip Spreader $ /per hr. I do hereby certify that I have read the attached Special Instructions to Bidders and that prices quoted her ein ar e to b egin April 1, 2005, and be in effect until April 1, 2006. / > / / Signature Date Firm Name: ~~ J~ ~,~~~~ ~~,~~~ Address: y0. rJ 11 d ~ ~, <~' / ~ i ~' Telephone: p ~c l.~ y - 1 ~l s` '7 3 y ~ENSGHKE, ~~~ ao~~ 1 L 0~~ X 291SE~S 7ap2g 1218 ~ f~~ KEARVII.~E, (~.~. 1 ~u ~ a V s ,. n ~~ 1 ~ ~L ~ ~ ~t..a, ~~ ~r~ ~'~ ~ ~ '~~ ~ ~ L1 J- ~ ~~ /~.~~~ ~,t,t..l~ ~ 1 ~ ~.. ,,~~~ ~~`Q`"`~" ~~ ~.,~o ~''~ I ~~~~,.r ~ ~ ~j~~ `' ~ Y ~~ t~ ~ScV~ ~ '~ h 1 4 7' ~~~~' l~F ~~~~~,~ ~~ua-~~s 2005 ANNUAL BID DOCUMENTS EQUIPMENT WITH OPERATOR By HOUR KERR COUNTY ROAD & BRIDGE DEPARTMENT 4010 SAN ANTONIO HWY. KERRVILLE, TX 78028 (830) 257-2993 February 2005 NOTICE TO CONTRACTORS PROJECT: Bid for Equipment by the Hour with Operator BID OPENING DATE AND TIME: March 14, 2005 at 10:00 a.m. Sealed Bids for the above reference project will be received until 5:00 p.m., March 1 1, 2005, by the Kerr County Clerk Kerr County Court House 700 Main Street Kerrville, Tezas 78028 All bids must be on the Unit Price Bid Form. Bids received after March 11, 2005, 5:00 p.m. will not be accepted. Bids will be opened publicly and read aloud at 10:00 a.m., Monday, March 14, 2005, in Commissioners' Court. Contract Documents may be obtained from Kerr County Road and Bridge Department, 4010 San Antonio Hwy., Kerrville, Texas 78028. Bidders shall place the following information on the outside of the sealed envelope: Hourly Equipment Bid Opening March 14, 2005, at 10:00 a.m. "Name and address of Contractor" To bid for Kerr County work the contractor must have the minimum equipment listed on the bid document. Equipment must be maintenance worthy to be able to complete the roadwork. The Kerr County Road Administrator will make the final decision of low bid based upon the hourly rate, equipment condition, and how the bid meets minimum requirements. This may be anon-exclusive contract and Kerr County shall have the right to contract with others as needed in the discretion of the County. 2 EQUIPMENT BY THE HOUR WITH OPER~ITOR SPECIFICATIONS AND BID FORM Specifications: Bids are to be in cost (dollars) per hour for EQUIPMENT & OPERATOR 2. Bid form is for equipment listed or a machine of equal performance. SPECIFICATION TYPE AGE UNIT MEET EQUIPMENT EQUIP. COST SPECS BID (Years) (Yes/no) Minimum Bid: n / /~/~ CAT D-6 Dozer w/Ripper ,U`p /'/ ~.o IL ~~ $ ~/per hr. (or equivalent) „~~~ Scraper ~~ ~ ~g ~ ~ $ ~~ %per hr. (heaped capacity 11 CY) -~~~~ G~~ CAT 12G Motor Grader / ~ ~ (~.~ %/ ~~ $ 7~ per hr. ~~ (or equivalent} 11 930 Loader ~~ ~i~ T~~L- $ ~s ~%per hr. ~. (or equivalent) _ 12 Ton Flat Wheel Roller J ~~ ~,.~ f ,cS v'~n.~-- $ ~°J7per hr. _-- 12 Ton Pneumatic Roller ~ ~ q m ,v~ ~ ~ ~~ $ ~~/per hr, 1500 Gallon Water Truck $ .rte r''/per hr. _ t~-- Optional bid: Asphalt Distributor f ~ ~ ~ e__ y- $ ~/per hr, ~,yc~_._ Chip Spreader ~ ~ ~ c, ~ $ ~~ Wiper hr. _~ I do hereby certify that I have read the attached Special Instructions to Bidders and that prices q to herein ar to in April 1, 2005, and be in effect until April 1, 2006. Signa a Date /, ~-- Firm Name: ~~~ 6,,ri '~r .-~<