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Home My WebLink AboutResolution #0987fi~ `7 ~' 7 STATt Of tLL1NOIS RESOLUTION FOR MAINTENANCE OF STREETS AND HIGHWAYS BY MUNICIPALITY lJNDER THE ILLINOIS HIGHWAY CODE BE IT RESOLVED, by the Mayor and City Council o! the (Comm K tr~amt .aa Fo.ra d lhvt..h C i tv o! Canton Illinois, that there is hereby ~: l+we K ~) (1KaM) appropriated the sum o! t 14 n , n o ~ _ 0 0 0! Motor Fuel Tax lunch for the purpose o! maintaining streets and highways ender the applicable provisions o! the Illinois Highway Code, from January 1,19 8~. to December 81,19.3 BE IT FURTHER RESOLVED, that only those streets, highways, and operations a8 listed and described on the approved MunicIpsl Estimate of Maintenance Coate, including supplemental or revised estimates ap- proved in connection with this resolution, are eligible !or•mailntenance with Motor Fuel Tax funds during the period as spedSed above. BE 17 FURTHER RESOLVED, that the Clerk shall, as soon as practicable after the close of the pori~d as given above, submit to the Department of Transportation, on forms furnished by said Uepartment, a ..ertif~ed statement showing expenditures from and balances remaining in the account(s) for this period, and BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this resolution to the district office of the Department of Transportation, at Peoria ,Illinois. .~ APP$OVED 19 Department of Transportation District Engineer i, Mi a Nancy Whites ~ City ~• ttltf. ism sr imwl Clerk in sad for ths_ Cit (db'. '1'we sr Yom) of Canton Coon o* Fulton ,r t7' hereby certify the foregoing to be s tras, perfect and tomplett copy o! a reeolntion adopted by thR ~' rn t n c i 1 fc•mm ~ rrste~ot sse >~ r Slshss) at s meeting o*~ May 17 , ~ ig 8 3 IN TESTIMONY WHEREOF, I have hereunto set my hand sad Beal thfa ~ ~ ~t' day et MaV A.D. 19 8 3 -S (S~) - ~ City ~~,k tea. ro.a a vtu.~.> Form BLR 361 (Rev. 3-751 tTAT~ O/ ILLINOIS MUNICIPAL ESTIMATE OF MAINTENANCE COSTS ~sr...~.IS- Period from Jsnwry 1, 19.3, to December 31, 19~_ Municipality-- Canton ESTIMATED COST OF MAINTENANCE OPERATIONS MATERIAL, EpU1PMENT. OR LABOR MAINTENANCE OPERATION AL OVAMTRY) ITEM AND ~CIFICATION RErOtQiCE µANTrTY UOOfT AMOUNT OrERAT~oN ~T 2. Bit. Mat'1 Seal CRS-2 y~er sec_ 403 ~~ ~Rn_~n Coat @ .3 gal/sy Standard Snecs , 3. Seal Coat AQQreQate CA-16 der sec_ 403 i~ i~s_nn @ 25 #/sv , 4. Bit. Mat'1 Prime - ~ n~9 nn Coat @ .1 gal/sy f 5. 3/4" thickness of 7~3~ nn Modif ied Bit. Plant seal oa (Mod;f;Pd) =Pr Affix S and Seal ~. Hot M ix Patching As nPr SPn_ 4n7 ~_nnn nn Mat'l ~'OB Plant standard ~= Pc~ , .~ TOTAL (STIMATiD MAINTWM~CE COiT 136,800.60 ~~~ May fB'~ ~ 19 '8 3 Approved 19 ey Nancy Whites City Clerk ~c~tatD.+ oma.t Ttw District Engineer , Submit Four (4) Copies to District Engineer Form BLR 591 (1 of 2) (Rev. 8-75) STA1f~ Of I W LAOIS MUNICIPAL ESTIMATE OF MAINTENANCE COSTS tsl~..r s .~ 2- LOCATION SURFACE MAINTENANCE OPERATION STRtET FROM TO ~TMpE G LENGTH WIDTH NO. DE3CRIPr'ION OUANTIT Ave B ed r or C 8 .~ 2 gal 453 3 tons 19 Beech Main Dead End 1120 ~$ 2 gal 672 tons 28 n erse n Ave B 100 ~~ 2 gal 67 tons 3 5th Ave ctal 213 tons 9 ~ianlon 6th Ave 400 ~~ gal _ 213 tons 9 Lewis 400 ~ aal 213 _ tons 9 5th Ave 7th Ave 800 -lam cral 426 tons 18 Grant P1 T.inn 1650 Qal 1760 tons 74 _h_rr~ lit Ave 4th Ave 960 gal 832 tons 35 2nd Ave 620 _~ gal 537 tons 23 400 -2~4 al 320 . tons 14 4th Ave 250 al 200 tons 9 Waln,_ 850 qal 765 tons 32 1000 al 800 tons 33 F ,1 on 1 ___ ~_ 400 al 320 -• ton s 14 -2200 2 al 2053 tons 86 Walnut 1Gt Ave 980 5 2 al 817 tons 34 Martin Ave Pine Walnut 450 2 al 420 3 tons 18 650 30 2 al 650 3 tons 27 tAve D O&C 600 30 2 gal 600 3 tons 25 ' oaf nut O& 1900 30 2 gal 1900 3 tons 75 Chestnut Plain 1540 30 2 al 1540 3 tons ~~ 6th Ave Elm Walnut O ~ 760 24 2 gal ~i0~ 3 tons ~~ 8th Ave Elm ~• )nut O&C 76J 18 2 gal ~6- Elm 11th Ave 12th Ave O&~ 410 27 3 2 tons ga ~~ -~~ _ 3 tons ~5~ 12th Ave Chestnut) m O&C 400 27 2 ga 3 tons ~ -I.5 Submit Four (4) copies to District Engineer Form BLR 591 (2 of 2) (Rev. 8-75) ~ 3. STAYt O/ 1 W NOIS MUNICIPAL ESTIMATE OF MAINTENANCE COSTS LOCATION SURFACE MAINTENANCE OPERATION STREET FROM TO rxISTINa ~pE LBN6TH WIDTH NO. DESCRIPTION OUANTIT" Wheeler Ln__ ~ 5 h A ~e i n~ _ 2S aal 933 tons _ 39 Sunview Dr 11th Ave me-hid ~t inn _ ?a 2 gal _ 400_ tons 17 h stn ,t ~ t ~n ~.g_ 2 qal 928 tons _ 39 ChPS _n ,t T.nrn,st gal 198 tons _~Q_ ]th Ave n~.C ~3- g,al 440 , _ ton s _~ 6th Ave ChPStn„~' ~_ ~_ gal ~~ ton s ,_].Q.. 4th Ave r,cc„st Ash Qnn ~~ aal 784 tons - 33 T,o~„st S~rL1Ce dnn gal 347 ~_ S~rLCe AvP (~ ~~. a ~_ tons _ 28 R n„ t P Q - ~_ gal 18 7 _ o tons _~ French t M~,~r~l e 't i ~n ~~ 672 (~ y i C P V i n o ? ~-~ ~.~ -_~ A s h i? ~ n q.~ l _1 Q4? n -~ ' n f3th A~,P gal 25 tons 6 Ash 7~,n lt~~rth ?~n gal 2~ -• tons 10 n 1; vP R n n ____2,2 1 5 tons 25 Vine 12th Ava 1'~th Avr~ a~n ~2 2 gal 330 tons 14 Ash ~'fvrtl P i inn 2 al 807 3 tons 34 10th AvP 2 al 480 3 tons 20 10th Ave ' inn 2 gal 480 3 tons 20 Birch Corp r.mts Rnn 2 gal 747 3 tons 31 Sycamore 7th Ave Shn 2 al 336 3 tons 14 7th Ave sycamore inn 2 gal 400 3 tons 17 $ycamore 1Rn 2 gal 132 Sycamore Main I Dead F.nd n0 ~ 3 2 3 2 3 tons gal tons gal tons 6 138 6 560 24 Submit Four (4) copies to District Engineer Form BLR 591 (2 of _'1 (Rev. 8-75) ~ r stwvs or ~wNOis MUNICIPAL ESTIMATE OF MAINTENANCE COSTS tsti..r2~s- LOCATION SURFACE MAINTENANCE OPERATION lrRElT FROM TO ~~~ G LENGTH WIDTH NO. DESCRIPTION pUANT1Tt N. Park Dr Ma' 1450 _ ~0 Qal 1450 tons _. 61 Edmar Main - - 6nn ~~ gal 560 tons ~ Shestnut ~'Z gal _. 181 tons ~ Chestnut r.ocust gal _ 243 ' ton s ~Q .]_5th Ave Wh _ _ler r . 2~n ~.~ gal _ „_ 217 ton s Q Harvester _4 h AvP _ wPStPrly Sinn ~R qa1 ~ _ 249 _ tons 105 Main 1 ~~n _.3.a gal 417 tons 175 PonLlar 1s AvP 4th AvP 11nn ~Z gal 342 tons 144 1 d~n_ ,_~_ gal 3g 77 1 63 1Rnn gal _ 320 tons 135 Rirch Main 2nRn ~(1 qal 601 252 11 h Av - 300' S of 200' N of 5_0.n gal 171 tons _ 72 11th Avei Ash qal 115 tons . ~~ 1~n gal ~ _ :Ash Main 1st AvP 4nn ~, gal 111 Z ~ Ash ~nrl AvP 4An gal _ .. _ 136 tons 57 4~n gal 120 on _~1 Elm F. of 13th 3Rn coal 101 tons 43 Ch s n ~ - 1 s AvP ' ~S6n ~,~ gal 740 tons 311 T.oc-ust Flm R20 cTal 237 tons 100 Elm 1st Ave nt~C gal 411 tons 173 Pine 460 gal 138 tons 58 75 4 gal 46 Maple Main &C 800 160 _,2~ _~ 5 4 5 4 5 tons gal tons gal tons 19 196 83 46 20 Submit Four (4) copies to District Engineer Form BLR 591 (2 of 2) (Rev. 8-75) STAYt O! 1 W NOIS MUNICIPAL ESTIMATE OF MAINTENANCE COSTS t SHwt 2 d 21 LOCATION I SURFACE I MAINTENANCE OPERATION STREET PROM TO ~TMpg G LENGTH WIDTH NO. DESCRIPTION OUANTI7'M Submit Four (4) copies to District Engineer Form BLR 591 (2 of 21 (Rev. 8-75) ., • STATL O>< ILLINOIS PROPOSAL TO THE COUNCIL OR PRESIDENT AND BOARD OF TRUSTEES OF..Cty_,o~„~~}}~q~ ,,,,,,,,,_ 1. Proposal of ......................................._.................._ ........ --- -- -- ...................------..._........---................... (Wmn end ~ddrw of biddn) for the improvement, designated in Paragraph 2 below, by the construction of...._...1.983 ....................... - ....X01?.~~.~~tz_..~i,x3~ex1;3.1~~ ................83-.~.D.Q~.-:QD.-~M.....------..............:.._.............................--------------- _~ Includes~_-._ Prime ,Coat„-and,_Bituminous- .Hot,.Mx,__~and,,~e~~;, .MQd~~~~~„_,,,,-_ ........................................................................................................a total distance of......-----...........................Beet, of which .........................._..-----.._-------..feet, (- ----..............._....._..._.miles) are to be improved. 2. The plans for the proposed improvement are those prepared by.__Ci.i.~.:.F~xls3in~es....._........._._...__. _....2.12..~s~.s t...~~.s tnut<._~tx~~.~..... G~ntsa~~--ill.inoi.s..-----------_ ................_..------.............._._........... .._ .............. ......-----_....._.........---------._.._........_._........_.....---._._........------....------._.........------------------.and approved y by the Department of Transportation of the State of Illinois on___~_,______________..._„w_~__._.~ 19_B~ ~ which plans are designated as Sectionw_~__._~.___w________~________and which cover the work described in paragraph 1 above. The specifications herein referred to are the "Standard Specifications for Road and Bridge Construction" prepared by the Department of Transportation of the State of Illinois and adopted by said Department on_.l~~t:U.h~r__1..,_M1.9_Z9 3. The undersigned declares that he will comply with the applicable. provisions of Section 100, General Requirements and Covenants of the specifications. 4. The undersigned agrees to complete the work within ................working days or by S ept ._..15 ! . 19 8 3 unless additional time is granted in accordance with Article 108.09 of the specifications. 6. Accompanying this proposal is a bank draft, bank cashier's check, or certified check, complying with the requirements of the specifications, made payable to the....___....City____________________„_,Treasurer of (Cib. Town, or village ) The amount of the check or draft is ........................~..........._..._.__....-•---------------------------------.-------------...:.__..._..._..... Form BLR 293 (Sheet 1 of 4) (Rev. 12-73) STATE OF ILLINOIS SPECIAL PROVISIONS The "Standard Specifications for Road and Bridge Construction" prepared by the Department of Transportation of the State of Illinois and adopted by said Department on__. OCtol~er' 1 ~_ 19 7 9 __•y__and the enclosed "Mimeographed Supplemental Specifications" govern the construction of the proposed improvement designated as Section_._.. ..._. .... The following special proviaiona supplement the said specifications, and in case of conflict with any part or parts of said apeciflcations, these special proviaiona shall take precedence and shall govern Bituminous Material Prime Coat This item shall include bituminous material (RC-70) furnished, delivered, heated, and applied in place as per Section 403 of said Standard Specifica- tions at a rate of 0.10 gallons per square yard. Payment for such will be at the contract unit price per gallon of material. Bituminous Hot Mix Sand Seal Coat (Modified) This work shall include the construction of a 3/4 inch thickness of Bitum- inous Plant Mix Sand Seal on the existing base according to the Special Provisions contained herein. Traffic Control All traffic control will be provided by the City of Canton. Form BLR 292 (Rev. 12.73) -a ~f3,e/~~r9L~ ~ L(//L7T~ S~~ ~,~~c's ~~4 `~oDi~/Ea I~GA,vT ~/X 'J~A~VO S~~9G.. Tr~ic~G ~~cTrov ~~,~o for 5~~~ o~~,~~~y . 1 CHECK SHEET FOR SIIPPLE"lENTAL SPECIFICATIONS AND MIMEOGRAPHED SPECIAL PROVISIONS Adopted January 2, 1982 This Check Sheet contains a listing of SUPPLEMENTAL SPECIFICATIONS and frequently used MIMEOGRAPHED SPECIAL PROVISIONS, BRIDGE SPECIAL PROVISIONS and TRAFFIC CONTROL ITEMS. SUPPLEMENTAL SPECIFICATIONS ., The SUPPLEMENTAL SPECIFICATIONS listed below supplement the "Standard Specifications for Rgad and Bridge Construction", adopted October 1, 1979. All SUPPLE.*iENTAL SPECIFICATIONS are applicable to and included, by reference, is all contracts advertised and awarded by the Department. 8 ~28 29 30 31 32 33 34 35 36 37 38 39 - 40 54 SS 56 57 58 ~.. " 59 60 61 62 66 67 68 69 70 71 72 ' 78 79 80 81 82 83 84 85 86 87 90 ERRATA To Standard Specifications for Road and Bridge (Eff. 12-15-79)(Rev. 8-1-8U) Bituminous Concrete Binder and Surface Courses (Eff. 1-2-80) (Rev. 4--1-81) Legal Relations and Responsibility to Public (Eff. 1-2-80) (Rev. 4-1-81) Traffic Control (Eft. I-2-80) (Rev. 11-1-81) Measurement and Payment (Eff. 1-2-80) (Rev. 4-1-81) Clearing, Tree Removal, Hedge Removal (Eff. 1-2-80) Pavement Patching (Eff. 1-2-80) (Rev. 4-1-81) Concrete Structures (Eff. 1-2-80) (Rev. 4-1-81) ' 2aiscellaneous Materials (Eff. 1-2-80) (Rev. 11-1-81) Excavation for Structures (Eff. 1-2-80) Portland Cement Concrete Pavement (Eff. 1-2-80) (Rev. 4-1-81) Fine Aggregate, Coarse Aggregate (Eff. 1-2-80) (Rev. I1-1-81) Metals (Eff. 1-2-80) (Rev. I1-1-81) Bidding Regvireaents and Conditions, Award and Execution of Contract (Eff. 1-2-8~) Sodding, Materials for Planting (Eff. 5-1-80) (Rev. 11-1-81) Timber Structures (Eff. 5-1-80) Bituminous Equipment (Eff. 5-1-80) Bituminous Materials (Eff. 5-1-80) (Rev. 11-1-8I) Metal Railings (Eff. 5-1-80) Stabilized Sub-base (Eff. 4-1-80) Pozzolanic Aggregate Mixture Equipment (Eff. 4-1-80) Concrete for Structures and Incidental Construction (Eff. Portland Cement (Eff. 5-1-80) - Removal of Existing Structures (Eff. 10-15-80) Precast Concrete Structures (Eff. 10-15-80) (Rev. 11-1-81) Cleaning and Painting Metal Structures (Eff. 10-15-80) Prosecution and Progress (Eff: 10-15-80) (Rev. 4-1-81) Wood Guardrail (Eff. 10-15-80) 5-1-80) (Rev. 4-1-81) Adjusting Frames and Grates of Drainage and Utility Structures (Eff. 10-15-80) Curing Portland Cement Concrete (Eff. IO-15-80) Bituminous Concrete Base Course Widening (Eff. 4-1-81) Reinforcement Bars (Eff. 4-1-81) Piling (Eff. 4-1-81) Corrugated Structural Plate Drainage Structures (Eff. 4-1-81) Pipe Drains and Pipe Underdrains, Drain Pipe and Tile (Eff. 4-I-81) Pavement Marking Tape (Eff. 4-1-81) (Rev. 1I-1-81) Stone, Concrete Blocks and Broken Concrete for Riprap (Eff. 4-1-$1) Timber and Preservative 'treatment (Eff. 4-1-81) Preformed Expansion Joint Fillers (Eff. 4-1-81) Poured Joint Sealers (Eff. 4-1-81) Steel Structures (Eff. 11-1-81) END OF SUPPLE~NTAL SPECIFICATIONS 1 of 3 January 2, 1982 The following MIMEOGRAPHED SPECIAL PROVISIONS, BRIDGE SPECIAL PROVISIONS and TRAFFIC CONTROL ITEMS indicated by an "S" are applicable to this contract and are included by reference : , MIMEOGRAPHED SPECIAL PROVISIONS 1 R. R. Protection Liability Form (Eff. 6-10-58) (Rev. 9-29-67) 2 Required Contract Provisions - All Federal-aid. Construction Contracts (Form PR 1273) (Rev. 9-75) 3 Pederal-aid Proposal Notice 4 State Required Contract Provisions - All Federal-aid Construction Contracts (Eff. 2-1-69) (Rev. 7-1-77) . 5- Specific Equal Employment Opportunity Responsibilities - Pederal-aid Contracts (Eff. 3-ZO-69) (Rev. 10-15-75) - 6 Specific Equal Employment Opportunity Responsibilities - Non-Federal-aid Contracts (Eff. 3-20-69) (Rev:• 10-15-75) - - 7 Required Provisions - State Contracts •(Eff. 4-1-65) (Rev. 7-1-77) 9 Pozzolanic Base Course (Eff. 4-1-64) (Rev. 4-1-80) 10 Project Erosion Control Systems (Eff. 7-1-79)~(Rev. 4-1-80) 11 Bridge Approach Pavement (Eff.. 7-I-74) (Rev. 7-1-79) 12 Skid Resistant Bituminous Surface (Eff. 6-16-75) (Rev. 11-1-81) 13 Asphalt Repaving (Eff. 4-1-70) (Rev. 11-1-75) • 14 Bituminous Surface Removal and Resurfacing (Eff. 8-1-77) 15 Traffic Control on Shoulder Upgrading Contracts'(Eff. 7-1-76) (Rev. 1-2-80) 16 High Range Water Reducer IIsage (Eff. 1-2-80) (Rev.•10-15-80) 17 .Sand Module Impact Attenuators (Eff. 10-15-76) (Rev.- 4-1-81) k 18 Placement Temperature for Bituminous Concrete Binder and Surface Courses (Eff. 10-15-76) - - 19 Materials Source of Supply and Quality Requirements (Eff. 8-15-74) (Rev. 1-2-80) 20 P.C. Concrete Pavement Surface Test with 16-foot Straightedge - (Eff. 7-1-77) (Rev. 4-1-81) ~ • 21 F.C. Concrete Pavement Surface Test with State~•Furnished Profilograph ;• (Eff. 7-1-77) (Rev. 4-1-81) ~ - "~22 P.C. Concrete Pavement Surface Test with Contractor Furnished Profilograph (Eff. 7-1 J7) (Rev. 4•-1-81) `~ 23 Texturing Existing Pavement (Eff: 8-1-77) ~ ~ ~ 24 Earthwork (Eff. 8-1-77) - --~ - 25 Bridge Deck Concrete (Eff. I1-1-77) (Rev. 10-15-80)~ ., .~ 26 Traffic Control on Shoulder Replacement Contracts (Eff. 1-15-78) (Rev. 11-1-81) 27 Cooperation with Utilities (Eff. 1-2-80) - ;.-. - 41 Bituminous Density Acceptance, Nuclear Method (Eff••1-2-80) .(Rev. 4-~-81) 4T. Mobilization (Eff. 1-2-80) 43 •Traffic Control for Guardrail Installation, Maintenance•and/or Removal (Eff. 1-2-80) (Rev. • 4-1-80) ~ ,.t" 44 PCC Pavement, PCC Base Course and PCC Base Course Widening -~. ~,~. (Eff. 1-2-80)' (Rev. 1I-1-81) ~ .~ '~~ 45 Open-Graded Asphalt Friction Course (Eff. 1-2-80) ~• ., ..~•,• 46 Viscosity Graded Asphalt Cement (Eff. 1-2-80) ~_ ~47 Construction Noise Restrictions (Eff. 1-2-80) 48 Price Adjustment of Bituminous Materials (Eff. 7-1-79) (Rev. 10-1-79) 49 Temporary Concrete Barrier (Eff. 7-1-79) (Rev. 4-15-80) :~ 50 Concrete Barrier (Eff. 7-1-79) (Rev. 10-15-80) ,,, 51 Drier Drug Hot Mix Plant (Eff. 7-1-79) _~ -, 52 Permissive Use of Drier Drum Aot Mix Plant (Eff. 8-1-79) 53 Expansion Anchor Ties (Eff. 1-2-80) (Rev. 11-1-81) ', .•. ~~ '. January 2, 1982 MIMEOGRAPHED SPECIAL PROVISIONS - Cont'd 63 Bituminous~Curb (Eff. 4-1-80) 64 Calcium Nitrite Corrosion Inhibitor (Eff. 3-1-80) (Rev. 10-15-80) 65 Value Engineering Incentive (Eff. 5-1-80) 73 Precast Concrete Box Culverts (Eff. 10-15-80) 74 Bituminous Concrete Binder Course (Hot-Mix Recycling) (Eff. 5-1-80) 75 Bituminous Stabilized Mizture (Hot-Mix Recycling) (Eff. 5-1-80) 76 Air Coateat of Portland Cement Concrete (Eff. 10-15-80) 77 Reserved. 88 Reflective Crack Control Treatment (Eff. 9-1-81) 89 Longitudinal Joints in PCC Pavement and Base Course (Eff. 11-1-81) BRIDGE SPECIAL PROVISIONS BSP-1 Bridge Seat Sealer (Eff. 7-1-71) BSP-2 Portland Cement Mortar Fairing Course (Eff. 1-2-80) BSP-3 Concrete Joint Sealer (Eff. 7-I-71) BSP-4 Elastic Joint Filler (Eff. 7-1-71) (Rev. 11-1-81) BSP-5 Deck Slab Repairs (Eff. 1-2-80) BSP-6 Waterproofing Membrane System (Eff. 4-15-74) (Rev. TO-15-80) BSP-7 Finishing Cast-in--Place Concrete Bridge Floors (Eff. 7-1-71) BSP-8 Sand Backfill (Eff. 7-1-71) (Rev. 12-1-75) BSF-9 Neoprene Expansion Joint (Eff. 7-1-75) (Rev. 11-1-81) BSP-10 Temporary Bridge Rail (Eff. 1-2-80) BSP-11 Epoxy Grouting of Anchor Rods and Bolts (Eff. 7-1-73) (Rev. 1-2-80) BSP-12 Reinforcement Bars (Epoxy Coated) (Eff. 8-1-76) (Rev. 1-2-80) BSP-13 Texturing Concrete Bridge Decks (Eff. 7-1-77) (Rev. 10-15-80) BSP-14 Bituminous Densitq Test on Bridge Decks (Eff. 2-15-78) (Rev. 8-15-78) BSP-15 Precast Prestressed Concrete Deck Beam Erection (Eff. 10-15-80) (Rev. 11-1-81) TRP.FFIC CONTROL ITEMS y • 'TCI-1 Detector Loop Sealer (Eff. 11-1-81) TCI-2 Reserved TCI-3 Temporary Raised Reflective Pavement .Markers (Eff 4-1-81) (Rev. 11-1-81) TCI-4 Prismatic Barrier Reflectors (Eff. 4-1-81) TCI-5 Prismatic Curb Reflectors (Eff. 4-1-81) TCI-6 Raised Reflective Pavement Markers (Eff. 4-1-81) 3of3 y ~ t • - - State of I1Linois - - - '"~• ~ ~ ~ • DEPARTPg.N2 OF TRANSPORTATION ~ - ' . - Bureau of Local• Roar3s. and Streets -~ - - - •. - " SPECIFICATION - .. - - _ FOR - - - ~ $ITU24INOUS HOT. DLZX 'SAND SEAL COAT .. - DESCRIPTION. ,This item shall consist of the furnishing and spreading of - a Bit~inous Hot Mix Sand Seal Coat Mixture to a compacted thickness of .. ~_ 'three-fourths (0.75) inch or Less all~in accordance with the•requirements ~ - of these specifications, and to the lines, grade, thickness and cross ~, '. -' sec: ions shown on the plans or established by the Engineer.' ~. .. -- ~, - STAND.A~tD SPECIFICATIONS. All References to Sections or Articles in this •" -- _ specification shall be construed to mean a specific Section .or Article of - - . -'the Standard Specifications for Road and Bridge Construction, adopted - - - ,- by the Department of Transportation on July 2, 1973. • • • , - : '. ' - - - - • MATERIALS. Material shall meet the• requirements of the following articles ,of Section 700 -Materials. - • • .Item ' ~ , ~ . .. ' - • .. .~ - Article ~ • - (a) Aggregate (Note 1) .. • . _ ,. 703.01, 703.03 (a;• -. (b) Bituminous Material (Note 2y : • . .•: ~ Section 713• -- ~ - - Note 1. The aggregate shall confoxm to the Standard Specifications except _ •that the gradation shall be as follows: ~ _ - .. - 100% ~ - Passing 314" •sieve - - •. Passing ~' sieve - - - 95% +/-5% ~ ~ - - Passing ~4 sieve - 65 +/-].~/. ~ - - Passing X16 sieve - 45 •+~-10% -~ Passing X200 sieve 3 +f - -2% -_ - The material passing the No. 200 sieve shall contain not more than 3$ clay. - ~ .' If approved by the Engineer, the material may be produced by blending aggregates from more than one source. 1'he method of blending shall be by the use of aggregate feeders of the apron, drum, reciprocating, or other type approved by the Engineer, which shall provide for proportional and total . feeding of the aggregates. The components of a blend need not be of the same kind of material. The sources of iaterial and blending proportions shall not be changed during the progress of the work without written permission from the Engineer. Fozm LR X20 (10-73) Sheet 1 of 6 •No~ to 2_ The contractor may use any. one of the types of bituminous materials as shown in the table below. Yrhen more than'.one grade..is' shoart•for a par- ticular mixture the Department reserves the right to specify the grade which - shall be used. For the specifications for Emulsified Asphalt HFE-90 see • mimeographed specifications Serial' Number: 2d8~70. ' .• Emulsified Asphalts Liquid Asphalt .: _ Asphalt Cements _ . RS-1, ~ RS-2, HF'E-90 . • MC-3000 .' AC-120-150, AC-100-120, AC-85~ ._. ~.. 100 ~, • ~UIPMENT: • Tlie follo~ing xequired items of equipment shall conform to Section • 800: =• ~ .. ~: . • ~ ... _ .. ... - ~,. - .... ~ ~. ..~f: ~ .:.• . . _ • ;•r. •YtP1II'': ::: .. : = _ j Article' '. ~ } ~... . (a). Three-wheel Roller ~ :.;. .• : '. .. . ~ 801.01 (f) ~ . . - • (b) Tandem Roller':" : '.- : ~. .'.~.:' . ": -. ."_ :801.01 (e) _ ~ :_ . • .`~ (c) Hot Mi.x Plant (Note ~1) ': . ~ : 802:01 • ' . • • -~ ~ ~. ~• _ _ ~ _ ~. - . - (d) .Spreading and Finishing 2•iachine . . ~• . - • 802.03 .. . - ~ ' . Note 1. ~ T'he bituminous mixture•as specified herein shall be prepared only in . - batch-type mixing plantst •• .. _ • • : _ - .. . - :. . -. ~ . ~ ~ .' ~ CONSTRUCTION r1ETHODS • ~ ~ ~. •. :.. . . ~ GENERAL CONDITIONS. The seal coat mixture shall be laid only on a base.' • which is dry, and only when weather conditions are suitable. No mixture _ ..' shall be laid when the temperature of the air in the shade is below 50°F. No ~- - work shall be started if local conditions indicate 'rain is imminent. _ • ~ ~ _ - - . '. - Rolling shall be done with three-wheel and tandem xollers. The rollers shall weigh 8 to 12 tons. _ - ~ . •- :' ~ .. - - .. _ • .~ _ All surfaces shall be cleaned of dirt, debris; and loose aaterial prior • -to placing the bituminous mixture. •. .- : ~ " •. ~ ~ ~ -~ . PRc.PARATI0.1 OF. BASE. YThen an existing bituminous concrete pavement is to be . sealed, all excess crack filler, and bituminous patches which contain an excess of bitumen or which are unstable in hot weather shall be removed. All bitumen shall be xemoved from cracks more than l~.inches wide. The Con- . tractor shall perform this work in the cost econanical manner practicable and " as directed by the Engineer. All waste material placed on the shoulders . during the pavement cleaning operations shall be removed at the close~of each day's work and shall be disposed of outside the limits of the right of way at locations acceptable to the Engineer. This work will be paid for in accordance with Article 109.04. Prior to placing the sea], coat mixture, all open cracks having a width of ~ inch or more, cracks that have been cleaned and depressions of one inch or more in the existing pavement or base, shall be co::~pletely filled with a bituminous mixture n;eetinq the approval of the Engineer. • _ Forri LR X20 '. (10-73) ~ . Sheet 2 of 6 ~~ . .,. 'The mixture shah..b~ tamped in place With hand tools_ This work ~ - - shall be completed at least 24 hours prior to placing the seal coat tlix- . tore . •• PREPARATION OF AGGREGATE AN1D BITUMINOUS 2~4TER.IALS_ The aggregate and bite-' urinous materials shall be heated to the following temperature. • .•• ' ~ ~ Emulsified .... ~ Liquid ~ ... Asphalt ~ . • ~ Asphalt Mixture •• Asphalt 2•iixture Cement Mixture • • - •• , • Aggregate =•Not to exceed 300°F. Not to exceed: 225°F. ~ 275°F. to 375°F. Asphalt 140°F'•.- to 180°F. ~'. Not to exceed 150°F. " 250°F. to 350°F. • . . PREPARATION OF SEAL COAT MIXTURE.. The heated aggregate and the asphalt for - ~~ - the seal coat mixture shall be measured separately and accurately by weight. .' ~•. The bitimiinous mixture shall be made in the pug mill mixer. The time re- , - .~ quired to acid the asphalt shall be not more. than 15 seconds.' The total time rem ;;red • to• add the asphalt and complete the' wet mixing period shall be 'not • ' , • - ' less than •30 seconds, or longer 3.f necessary' to 'produce a homogeneous mix- ' • -~ tore ' in which all particles °f aggregate are coate$ ~ uniformly. ~ - . • ~ ~ ' ' '' " •• ' The ingredients shall be heated and • ca-nbined ' in such manner as to pro-• _ duce •-a'mixture 'which when discharged from the mixer should not, • in general, - vary more•than 2b°F. from the temperature set~by~the Engineer; in•all cases, ' the temperature shall not exceed that sho•~n in the table below. • Etrulsi.fied Asphalt 22ixtixre ~ Liquid Asphalt Mixture ~ Asphalt Cement 2•Iixture . 250oF. ~ 250°F. .' - - .. ~ ~ 350°F. '' "The ingredients of the seal coat mixture sYiall be combined in such pro- . :~ portions ~ a"s to produce a mixture 'confo~aning~ to the following co•nposita~on limits ;.'by weight: ~ _ . • - . • Tngredierit• ~ - ~ Per Cent ~y Vleight Aggregate ~" ' - ' • • ~ 92.5 to 95.5' - Residual Bitumen ~ 4.5 to ?.5 - The percentage of residual bitumen s2ia11 be set by the Engineer. The xight is reserved by the Engineer to make such changes in proportions during the progress of the work as he may consider necessary. TRANSPORTATION OF MIXTURE. Trucks used in transporting the bituminous mix- tures shall have capacities of not less than 4 tons. Any truc;t that causes excessive segregation of material by its spring suspension o; other con- ' tributing factors, or that causes undue delays shall, when directed by the . Engineer, be removed from the -work -until such conditions are corrected: Trucks shall have tight dump bodies which have been previously Cleaned of all • foreign material and sprayed with distillate oil. The body of the truck shall be in a completely raised position when sprayed with the distillate oil, Form Ltt 420 (10-73) Sheet 3 of 6 • _ _ . .. .• • and it shall remain in this position until all excess_oil has drained from • the txucJc •body....Truck bodies, includin the end end Ps ~~ '' g , gate, sid_ , and bottom ' shall be insulated with fiber board, plywood, or other approved insulating material to prevent chilling of the bituminous mixtures. The insulating r+aterial _ shall have a thickness of not less than 3/4 inch_ Yrhen the instil- • ativn is placed inside the truck body, the insulation shall be covered with sheet metal approved by the Engineer. Each load shall be covered, before leaving.the plant, with canvas or•other waterproof material meeting the ~• approval of the Engineer_ The covering shall extend down over the side and ends of•the truck for a distance of 12 inches~and•shall be fastened securely. ~; • The covering shall be rolled back .before•.the load is dumped. into the finish- .. ing machine. '=Unless arti.ficial•light satisfactory ao the Engineer is-pro-. - _ . vided, no bituminous mixture which cannot be placed and compacted during day- • light .shall, be delivered. at, the work: ~- • __ _ . ,. !•a_• .- PLACING OF BITUMINOUS MIXTURE. Th~..•seal coat..mixture.shall•be.delivered ~•' - • at, a temperature .established by the Engineer commensurate .with the mix: • . ~ • . _ . temperature, •• The :bit~inous -mixture shall; be. placed, true . to crown •and•grade _ with,a spreading and finishing machine. .The bituminous mixture nay be.•spr~ad _~ and finished by:~pproved hand•methods oniy_where machine methods are im-. practical, as in the case of special areas which because of irregularity, ~~ •' • inaccessibility, or unavoidable obstacles do not- lend .themselves to inschanical • . , placing. ~9hen: the bituminous -mixture .is .played in .partial widths, .the.•in- dividual widths of the seal ~ coat shall conform to .the .traffic lanes . •_ - • Placing•of the bituminous mixture shall be as continuous as possible, and _ • shall always be away from a -transverse joint: The•: base or existing surface. • shall be kept clean, and•any foreign material shall be removed to the satis-- _ faction of the Engineer before the seal coat is~placed. • - : ~ .. .. - - The spreading and finishing machine .shall, spread the bituminous mixture au3.thout ,tearing .the surface and shall stri}:e..a finish that i.s_ smooth, true. . .to cross section, unifor<a in_density and texture, free from hollows, trans- _ • verse corrugations, and other irregularities_ Sahen the machine causes stir- . face irregularities such as hollows or transverse corrugations, the ~achi.ne . shall be repaired. or adjusted not later than the end of the "day's wor',c and - it shall be in good working condition before work is resumed_ _ The machine shall be operated at a speed that will insure, as nearly as - possible; continuous operation. The operating speed shall meet the approval of the Engineer. If, in the opinion of the Engineer, the production of the plant exceeds the. amount that. can be laid satisfactorily i•;it]z ore finishing machine, the production shall be decreased o'r 2 machines shall he used. • -The outsicxe edges of the seal coat shall be Sloped"and pressed in place - by means of aself-adjusting, constant pressure edge plate held in-proper . position on the finishing machine, except where the edges are supported by a curb, gutter or similar structure.. A string line shall be used as a guide for the finishing machine in order to maintain a uniform edge alignment; if any other method is proposed it shall meet the approval of the Engineer before being used. The edges of the finished seal coat shall be approximately vertical and no material shall er_tend beyond the limits of the base or exist- ing surface_ ' Form I.R 4 20 (10-73) .. ~ • ~ ~ - • Irregularities in alignment along the outside edges and along the long- itudinal joint sYiaY.l be corrected bj- adding or removing bituminous ni Yt•ure ~ • • ~ ~ before the edges are xolled. Excess bituminous mixtures deposited outside _~ ~ the limits of the lane being laid shall be removed immediately and disposed of as ,directed by the Engineer. .. .. .~ 00,'•]PACTION OF MIXTURES. ,Immediately after the seal coat mixture is placed ' . it shall be compacted thoroughly and uniformly with athree-wheel.xoller or • a tandem xoller: Where initial rolling causes undue displacement, hair- -'~~.~. cracking, .or checking in the seal. coat, the time of rolling shall be adjusted . • by the Engineer to concect• these conditions. - ~ -~ •;j ~~_• ~. ~• ~ ~• _ . ~ ~ :,One three-wheel . zoller and one tandem roller will be required on each ~i . ~ ' .. ~ - • •.. project where .the hourly production of the plant is 75 tons or less. •' One . ~ 1 • three-wheel roller and 2 tandem rollers will be required on each project where • :the :hourly .production. of ,the plant is more than 75 tons . - .. Rollersshall be operated by -coQnpetent and experienced rollermen and - ~ r' •. shall .be kept in operation as continuously as possible so.that all parts of the pavement will receive substantially equal compaction at tha -time desired. ' During each 8-hour day•of laying bituminous mixtures, each roller shall be _ engaged in actual trolling for not less than 6~ hours, and not more -than l~ hours shall be allowed for refueling, xaatering, and similar work _ Dslays in ~ - .rolling freshly placed bituminous mixtures will not be perzmitted. . .. - .. - Rolling of the first lane of. seal coat to be placed shall start long- •:~f .- - itudinally_ at the ,edge having the: lower. elevation and progress • to the other _ . edge,, ;overlapping uniformly on successive. trips by at least ~ the width of the rear-wheels.. .Where laying the.bit~sninous mixture adjacent to a previously., _ . _~ placed lane the first pass of the ~ roller shall be. along ~ the longitudinal ,joint -: _ • , in such a manner that not rsore than 1./3 the .width of the rear wheel- is -on the ~ . freshly.placed mixture; after which the rolling shall proceed frort the out-- _ _ side.edge•toward the longitudinal joint, overlapping uniformly on successive trips •by at least ~ the width of the, rear wheels. Succeeding trips of the roller shall be terminated at least 3 feet from the preceding stop. Each stop shall_be regulated to prevent trapping of water on the rolled surface_ - ,The roller shall not pass over an unprotected edge of the freshly laid - bituminous mixture except when laying of the course is to be discontinued . for any extended length of time. The speed of the_roller.at all times shall be slow enough to avoid.dis--•• ,placement of the bituminous mixture; if displacement occurs, it shall be corrected at once by raking and applying fresh bituminous mixture where re- quired. To prevent'~dhesion of•the bituminous mixture to the xoller, the - wheels shall be kept properly moistened but an excess of water will not be permitted. InaYtediately after the initial rolling of the seal coat, the Contractor shall test the surface for smoothness with a 10-foot straight edge to locate high a low spots so that they may be altexed while the mixture is still workable. Forr:t I,R 420 (10-?3) • ~ ~ •~ \~ • .~~ '- - Rolling of the seal coat shall be continued until all roller marks are eliminated and the bituminous mixture is satisfactorily compacted. . jlhen required: by the Engineer, the seal coat shall be rolled diagonally in two direvtions with a tandem roller, the second rolling crossing the lines of the first, and, if the width of -the pavement permits, it shall also be xolled at right angles to the 'center line. In all places inaccessible to the rollers, such as locations adjacent _ to curbs, gutters, headers, manholes, and similar structures, the required compaction shall be secured with hot .t:ampers. ~ . : • • - ,: And bituminous mixture that becomes"loose, broken, mixed with foreign ~ . material, or which is defective in finish or density, or which .does not comply in all other respects with t-he'requirements of the specifications, shall be removed, xeplaced with suitable•material,'and~finished in accordance with these specifications. .. _ ~_ PROTECTION OF PAVEMENT. The Contractor shall protect all sections of newly ~ • constructed seal coat from traffic until they have hardened to the satis- faction of the Engineer. '. _ •-~; • -~ ," CO.ytPENSATION METHOD OF 2JEASUREt~iENT. The seal coat mixtureshall be measured by weight in • -tons: The mixture may be•measured either by weighing the mixture on plat fom scales approved by the Engineer or. on the basis of plant weights. •If • ~ - .measured on the basis of plant weights, an occasional check shall be rade.by - • weighing full truck loads of the bituminous mixture on an approved platform stile at the plant or on an approved co_*amercial scale: Vrhen the method of _ ' measurement is by buck weight, the weight of each load shall be determined by weighing the truck each time before and after loading. If, during the ~' . course of construction, it becomes apparent that the weighman on the r..ir_er platform or the weighnan at the platform scale is not exercising proper care in weighing the bituminous mixture, he shall be removed at the direction of the ~ • Engineer and replaced by a competent and qualified workman. Quantities of materials wasted or disposed of in a manner not called for in the contract will be deducted from the final total measured quantities_ The contractor shall furnish approved duplicate load tickets upon which is recorded the net- weight of the bituminous mixture in each truck. The tickets shall have sufficient space for signatures, indentification of the bituminous mixture, date-of delivery, and any other data which the Engineer may require. The Contractor shall submit one load ticket to the Engineer at the plant after the truck is loaded and the other load ticks c to file Engineer at the t:ork • when the true}: arrives. ~ • Payment will not be made for seal coat mixture in excess of lOS per cent" of the amounts specified by the Engineer. BASIS OF PAYt2ENT. This t-•ark will be paid far at the contract unit price per ton for BITUi1Ii`OUS HOT t•IIX SF~lJD SEAL COAT measured as specified herein. Form LR ~ 20 (10-73) Sheet 6 of 6 C BIDDER'S AFFIDAVIT I, being duly sworn, do hereby declare that the following is a true and correct state- went relating to all uncompleted contracts of the undersigned for Federal, State, county, city, and private work, including all subcontract work; and all pending low bids not yet awarded or rejected; and equipment available. • (1 2 3 Awards Section No. Contract with Contract Price UNCOMPLETED WORK - EVEN DOLLARS TOTALS Grading Structures rav. or r. St. (Surf. or Base) a.tuminous Surf. Treatments numinous Hot Mix Type P.C.C. Pvts. Electrical Work C1~~b & Gutter Sewers Other (Explain) . TOTAL Date Equipment Axailable for New Work Remarks Subscribed and sworn to before me this dam;- of A.D. My Commission Expires Signed Company Address * Use additional forms as needed Form BLR M-~48 (Rev. 8-72 If this proposal is accepted and the undersigned shall fail to execute a contract and contract bond as required, it is hereby agreed that the amount of the check or draft or bidder's bond substituted in lieu thereof, shall be- come the property of the City, Town, or Village. and shall be considered as payment of damages due to delay and other causes suffered by the City, Town, or Village because of the failure to execute said contract and contract bond; otherwise said check or draft, or bidder's bond substituted in lieu thereof shall be returned to the undersigned. ATTACH BANK DRAFT, BANH CASHIER'S CHECK, OR CERTIFIED CHECH HERE In the event that one check or draft is intended to cover two or more proposals, the amount must be equal to the sum of the proposal guarantees of the individual sections cov- ered. If the check or draft is placed in another proposal, state below where it may be found, as follows The check or draft will be found in the proposal for Section No ...................................... 6. The undersigned submits herewith his schedule of prices covering the work to be performed under this contract. SCHEDULE OF PRICES (For complete information covering these items, see plans and specifications) Item Approrimate UNIT PRICES AMOUNTS N0. ITEMS Quantities Dollars Crnts Dollars Cenh I Bit. Material Prime, RC-70 5,029 gallon 2 Modified Plant Mix Sand Seal 2,118 tons a Carried Forward Form 6lR 493 (Sheet 2 of I) Rw. (670) STATE OF ILLINOIS SCHEDULE OF PRICES (For complete information covering these items, aee plans and specifications) Approsimete UNIT PRICES AMOUNTS Item, .ITEMS . Quantities No. Dollars Cents Dollen Cents Brought Forward y .Bidder's Proposal for making Entire Improvements. 7. The undersigned further agrees that if awarded the contract for the, sections contained in -the following combinations, he will perform the work.in accordance.with the requirements of each individual proposal for the multiple bid specified in the schedule below.. SCHEDULE OF MULTIPLE BIDS Combine- Sections Included in Combination Multiple Bid tlan ~~ DolIan Cents Form BlR 293 (Shear 3 of 1) Rev. (670) (If an individual) Signature of Biddsr........--• .......................•----------•---.....----..............----.... (SEAL) Business Address.-----•--------------•-----......_....---••-------•--------•----•--•--••------••---.....---•------• (If a capartnerahip) Firm Name..--------•------------------------------•--•-•---•---------....._........................_... (SEAL) Signed by .......................................................•--••-----•---------•-••-------........._._ (SEAL) Business Address--------------------•----.....--•---•-•--...............-•-•--•-------....--•--......._..._..---•--- Insert --------------------------------------------------•------------------------•-----------•-•------.._.......... Names and Addresses of All Members of the Firm (If a corporation) Corporate Name. Signed By....__..._... -~ (Carlf~-rate Seal) Attest :............ Business Address- President. Insert President------------------------------•------••------•------------------•---------•-----------.. Names of Secretar Officers y----------------------------------••--•--•----..__....--------------•---------••-------- Treasurer-•-------- -----------------------•-- -----.._..----------....------•-----•--.....--•-- Secretary Form BLR 293 (Sheet 4 of 4) Rev. (6.70) 9 su-sE of iuiNOis NOTICE OF LETTING (1) 8aaled propoeal^ will be received in the oftlce of the Clty Clerk until -o'clock M., corutructtan 19 II 3 for furnishing materials required !n the matntsnance qq ••~~ 00000-00- 1~qq County of Bect>bt( ~Atrol Municlpailty C' n i- nn Road Dtatrict and at that time publicly opened and read. County (!) Proposals shall be submitted on form furnished by the Municlpaltty which may be oblalned at the olnce of City Clerk secaon83-00000-00-GM patrol and shall be enclosed in an envelope endorsed "Material Proposal, (3) The right 1s reserved to reject any and all proposals and to waive technicalities. Proposal guarantee in the amount of not less than 10% o! the bid, or as provided in Article 102.09 of the Standard Specifications for Road and Bridge Construction, Neill be required. A surety bond for the full amount of the award be required. Where a surety bond is not required, the proposal guarantee of (will or will not) the succeaatul bidder will be held in lieu thereof. Failure on the part of the contractor to deliver the material within the time specified or to do the wack as specified herein will be considered lust cause to forfeit his surety as provided in Article 108.11 of the Standard Specifications. BY ORDER of Mayor and City Council 19 ntanr,=>~~ah; tr~G, C'i t~ C'1 erk tx.ma) PROPOSAL City of Canton (awaediss t+ody> ,~d~,~ity Hall, Canton, Illinois The undersigned agrees, if this bid 1s accepted within 16 days from date of opening, to furnish any or alt of the materials upon which prices are quoted, at the respective unit prices, aub}ect to the following condltloaa:- (I) It is understood and agreed that the "Standard Sperifiratiuns for Road and 13 ridge Cunstrurtion" prepared by the Urpartment uC Transpurtatiun adopted nr Ob r 1 ~ 1 979 .shaft govern insofar as they may be applied and insofar as they do not conflict with the special provisions and supplemental sprrificatiuns attached hereto. (2) Ihis understood that quantltles listed are approximate only and that they may be Increased or decreased as may be needed to properly complete the Improvement within its present limits or extensions thereto, at the unit price stated and that bids will be compared on the basis of the total price bid for each group. (>f) Delivery in total or partial shipments as ordered shall be made within the time epecfAed fn the rpecfal provisions or by the terms of acceptance at the point and 1n the manner apecfAed fit the "8chedule of Prices." If delivery on the fob site is syecltled ft shall mean any place or places on the road designated Dy the awarding authority or its authorized representative. Discount will be allowed for payment as follows: T1f1NF. qa calendar days; qc calendar days. Said discounts will be taken into conafderation in determining the low bidder. No d(scount period of lees than thirty (>f0) days will be considered. Bidder. sy Title. Eornt BLR 287 (Rev. 1?-73) Statc of Illinois DEPARTr'~VT OF TRANSPORTATION Bureau of Local Roads and Streets SPECIAL PROVISION FOR PROPOSAL G[1ARANTY 102.09 Proposal Guarani. Revise first paragraph and schedule of this Article to rea "Each proposal shall be accorrq~anied by a bank cashier's check or a properly certified check for not less than 5 percent of the amount bid, or for the amount specified in the follrn~ing schedule: Amount of Bid '" -. -. $ Up to 5,000 10,000. 50,000 100,000 150,000 250,000 500,000 1,000,000 1,500,000 2,000,000 3,000,000 5,000,000 7,500,000 10,000,000 15,000,000 20,000,000 25,000,000 30,000,000 ove r 5,000 10,000 50,000 100,000 150,000 250,000 500,000 1,000,000 1,500,000 2,000,000 3,000,000 5,000,000 7,500,000 10,000,000 15,000,000 20,000,000 25,000,000 30,000,000 35,000,000 35,000,000 Proposal Guaranty $ 150 300 1,000 3,000 5,000 7,500 12,500 25,000 50,000 75,000 100,000 150,000 250,000 400,000 500,000 600,000 700,000 800,000 900,000 1,000,000 ccJUPE.eCE~~S c/UP/°GE.Gf~•c/TAG Si°~~'iF/CST/O.c/ ~o. 40 Form LR I03 (3-80) ~-. CHECK SHEET FOR SUPPLE'~SENTAL SPECIFICATIONS AND MIMEOGRAPHED SPECIAL PROVISIONS Adopted January 2, 1982 This Check Sheet contains a listing of SUPPLEMENTAL SPECIFICATIONS and frequently used MI2~:OGRAPHED SPECIAL PROVISIONS, BRIDGE SPECIAL PROVISIONS and TRAFFIC CONTROL ITEMS. SUPPLEMENTAL SPECIFICATIONS _. The SUPPLEMENTAL SPECIFICATIONS listed below supplement the "Standard Specifications for Road and Bridge Construction", adopted October 1, 1979. All SUPPLEMENTAL SPECIPICATIONS are applicable to and included, by ref erence, is all contracts advertised aad awarded by the Department. 8 ERRATA To Standard Specifications for Road and Bridge (Eff. 12-15-79)(Rev. 8-1-8U) '28 Bituminous Concrete Binder and Surface Courses (Eff. 1-2-80) (Rev. 4-1-81) 29 Legal Relations and Responsibilit3 to Public (Eff. 1-2-80) (Rev. 4-1-81) 30 Traffic Control (Eff. 1-2-80) (Rev. 11-1-81) 31 Measurement and Payment (Eff. 1-2-80) (Rev. 4-1-81) 32 Clearing, Tree Removal, Hedge Removal (Eff. 1-2-80) 33 Favement Patching (Eff. 1-2-80) (Rev. 4-1-81) 34 Concrete Structures (Eff. 1-2-80) (Rev. 4-1-81) ' 35 Miscellaneous Materials (Eff. 1-2-80) (Rev. 11-1-81) 36 Excavation for Structures (Eff. 1-2-80) 37 Portland Cement Concrete Pavement (Eff. 1-2-80) (Rev. 4-1-81) 38 Fine Aggregate, Coarse Aggregate (Eff. 1-2-80) (Rev. 11-1-81) 39 • Metals (Eff. 1-2-80) (Rev. I1-1-81) 40 Bidding Requirewents and Conditions, Award and Execution of Contrast (Eff. 1-2-SG) 54 Sodding, Materials for Planting (Eff. 5-1-80) (Rev. 11-1-81) 55 Timber Structures (Eff. 5-1-80) 56 Bituminous Equipment (Eff. 5-1-80) 57 Bituminous Materials (Eff. 5-1-80) (Rev. 11-1-81) 58 Metal Railings (Eff. 5-1-80) 59 Stabilized Sub-base (Eff. 4-I-8U) 60 Pozzolantc Aggregate Mixture Equipment (Eff. 4-1-80) 61 Concrete for Structures and Incidental~Construction (Eff. 5-1-80) (Rev. 4-1-87.) 62 Portland Cement (Eff. 5-1-80) 66 Removal of Existing Structures (Eff. 10-15-80) 67 Precast Concrete Structures (Eff. 10-15-80) (Rev. 11-1-81) 68 Cleaning and Painting Metal Structures (Eff. 10-15-80) 69 Prosecution and Progress (Eff: 10-15-80) (Rev. 4-1-81) 70 Wood Guardrail (Eff. 10-15-80) 71 Adjusting Frames and Grates of Drainage aad Utility Structures (Eff. 10-15-80) 72 Curing Portland Cement Concrete (Eff. IO-15-80) 78 Bittmminous Concrete Base Course Widening (Eff. 4-1-81) 79 Reinforcement Bars (Eff. 4-1-8I) 80 Piling (Eff. 4-1-81) 81 Corrugated Structural Plate Drainage Structures (Eff. 4-1-81) 82 Pipe Drains and Pipe Underdraias, Drain Pipe and Tile (Eff. 4-i-81) 83 Pavement Marking Tape (Eff. 4-1-81) (Rev. 11-1-81) 84 Stone, Concrete Blocks and Broken Concrete for Riprap (Eff. 4-1-81) 85 Timber and Preservative Treatment (Eff. 4-1-81) 86 Preformed Exyaasion Joint Fillers (Eff. 4-1-81) 87 Poured Joint Sealers (Eff. 4-1-81) 90 Steel Structures (Eff. 11-1-81) END OF SUPPL~PITAL SPECIFICATIONS 1 of 3 January 2, 1982 The following MIliEOGRAPFiED SPECIAL PROVISIONS, BRIDGE SPECIAL PROVISIONS and TRAFFIC CONTROL ITEMS indicated by an "B" are applicable to this contract and are included by reference:. . MIMEOGRAPHED SPECIAL PROVISIONS 1 8. R. Protection Liability Form (Eff. 6-10-58) (Rev. 9-29-67) 2 Required Contract Provisions - All Federal-aid Construction Contracts (Form PR 1273) (Rev. 9-75) 3 Federal-aid Proposal Notice 4 State Required Contract Provisions - All Federal-aid Construction Contracts (Eff. Z-1-69) (Rev. 7-1-77) 5' Specific Equal Employment Opportunity Responsibilities - Federal-aid Contracts (Eff. 3-20-69) (Rev. 10-15-75) ' 6 Specific Equal Employment Opportunity Responsibilities - Non-Federal-aid Contracts (Eff. 3-20-69) (Rev:' 10-15-75) - - 7 Required Provisions -State Contracts~(Eff. 4-1-65) (Rev. 7-1-77) 9 Pozzolanic Base Course (Eff. 4-1-64) (Rev. 4-1-80) 10 Project Erosion Control Systems (Eff. 7-1-79)~(Rev. 4-1-80) 11 Bridge Approach Pavement (Eff.. 7-1-74) (Rev. 7-1-79) 12 Skid Resistant Bituminous Surface (Eff. 6-1b-75) (Rev. 11-1-81) 13 Asphalt Repaving (Eff. 4-1-70) (Rev. 11-1-75) ' 14 Bituminous Surface Removal and Resurfacing (Eff. 8-1-77) 15 Traffic Control on Shoulder Upgrading Contracts•(Eff. 7-1-76) (Rev. 1-2-80) 16 High Range Water Reducer Usage (Eff. 1-2-80) (Rev:"10-15-80) 17 -Sand Module Impact Attenuators (Eff. 10-15-76) (Rev. 4-1-81) 18 Placement Temperature for Bituminous Concrete Binder and Surface Courses - (Eff. 10-15-76) 19 Materials Source of Supply and Quality Requirements (Eff. 8-15-74) (Rev. 1-2-80) 20 P.C. Concrete Pavement Surface Test with 16-foot Straightedge - (Eff. 7-1-77) (Rev. 4-1-81) - ~~ 21 F.C. Concrete Pavement Surface Test with State Furnished Profilograph (Eff. 7-1-77) (Rev. 4-1-81) - - •~ 22 P.C. Concrete Pavement Surface Test with Contractor Furnished Profilograph (Eff. 7-1 J7) (Rev. 4•-1-81) ; ~ • 23 Texturing Existing Pavement (Eff. 8-1-77) - 24 Earthwork (Eff. 8-1-77) ~ - ~.•.... ~' _ 25 Bridge Deck Concrete (Eff. I1-1-77) (Rev. 10-15-80)• .. .: ~~ 26 Traffic Control on Shoulder Replacement Contracts (Eff. 1-15-78) (Rev. 11-1-81) 27 Cooperation with Utilities (Eff. 1-2-80) ~ •. - 41 Bituminous Density Acceptance, Nuclear Method (Eff. `1-2-80) .(Rev. 4-~-81) 4?. Mobilization (Eff. 1-2-80) ~ •~ 43 ~ Traffic Control for Guardrail Installation, Maintenance and/or Removal (Eff. 1-2-80) (Rev. ~ 4-1-80) ~ , ~' 44 PCC Pavement, PCC Base Cou•~se and-PCC Base Course Widening• - :, '. (Eff. 1-2-80) (Rev. 11-1-81) :. 45 Open-Graded Asphalt Friction Course (Eff. 1-2-80) ~~~ 46 Viscosity Graded I!.sphalt Cement (Eff. 1-2-80) •~ •R• 47 Construction Noise Restrictions (Eff. 1-2-80) "`" . 48 Price Adjustment of Bituminous Materials (Eff. 7-1-79) (Rev. 10-1-79) 49 Temporary Concrete Barrier (Eff. 7-1-79) (Rev. 4-15-80) • 50 ~ Concrete Barrier (Eff. 7-1-79) (Rev. 10-15-80) "' '~ _ ~ Y 51 Drier Drug Hot Mix Plant (Eff. 7-1-79) ~ ~ _~ _, 52 Permissive Use of Drier Drum Hot Mix Plant (Eff. 8-1-79) ~ ~, 53 Expansion Anchor Ties (Eff. 1-2-80) (Rev. 11-1-81) ~ ', `';' _ _ •. ~ . ~, 2 of 3 • . -. - :a ~: i:.~ J January 2. 1982 MIMEOGRAPHED SPECIAL PROVISIONS - Cont'd 63 Bituminous-Curb (Eff. 4-1-80) 64 Calcium Nitrite Corrosion Inhibitor (Eff. 3-1-80) (Rev. 10-15-80) 65 Value Engineering Incentive (Eff. 5-1-80) 73 Precast Concrete Box Culverts (Eff. .10-15-80) 74 Bituminous Concrete Baader Course (Hot-Min Recycling) (Eff. 5-1-80) 75 Bituminous Stabilized Mixture (Hot-Mix Recycling) (Eff. 5-1-80) 76 Air Coateat of Portland Cement Concrete (Eff. 10-15-80) 77 Reserved. 88 Reflective Crack Control Treatment (Eff. 9-1-81) 89 Longitudinal Joints in PCC Pavement and Base Course (Eff. 11-1-81) BRIDGE SPECIAL PROVISIONS BSP-1 Bridge Seat Sealer (Eff. 7-1-71) - BSP-2 Portland Cement Mortar Fairing Course (Eff. 1-2-80) BSP-3 'Concrete Joint Sealer (Eff. 7-1-71) BSP-4 Elastic Joint Piller (Eff. 7-1-71) (Rev. I1-1-81) BSP-5 Deck Slab Repairs (Eff. 1-2-80) BSP-6 Waterproofing Membrane System (Eff. 4-15-74) (Rev. YO-15-80) BSP-7 Finishing Cast-ia-Place Concrete Bridge Floors (Eff. 7-1-71) • BSP-8 Sand Backfill (Eff. 7-1-71) (Rev. 12-1-75) BSP-9 Neoprene Expansion Joint (Eff. 7-1-75) (Rev. 11-1-81) BSP-10 Temporary Bridge Rail (Eff. 1-2-80) BSP-11 Epoxy Grouting of Anchor Rods and Bolts (Eff. 7-1-73) (Rev. 1-2-80) BSP-12 Reinforcement Bars (Epoxy Coated) (Eff. 8-1-76) (Rev. 1-2-80) BSP-13 Texturing Concrete Bridge Decks (Eff. 7-1-77) (Rev. 10-15-80) BSP-14 Bituminous Density Test oa Bridge Decks (Eff. 2-15-78) (Rev. 8-15-78) BSP-15 Precast Prestressed Concrete Deck Beam Erection (Eff. 10-15-80) (Rev. 11-1-81) TRp.FFIC CONTROL ITEMS ~~TCI-1 Detector Loop Sealer (Eff. 11-1-81) • TCI-2 Reserved TCI-3 Temporary Raised Reflective Pavement .Markers (Eff 4-1-81) (Rev. 11-1-81) TCI-4 Prismatic Barrier Reflectors (Eff. 4-1-81) TCI-5 Prismatic Curb Reflectors (Eff. 4-1-81) TCI-6 Raised Reflective Pavement Markers (Eff. 4-1-81) 3of3 SPECIAL PROVISIONS FOR APPLYING BITUMINOUS MATF.RIAL.S AND SEAL COAT AGGREGATE This work shall conform to the applicable po;tions of Section 403, Tituminous Surface Treatment (Class A) of the Standard Specifications for Road and Bridge Construction, adopted Oct. 1, 1979, and subsequent supple- ments and revisions, with the following exceptions or inclusions:. Equipment required in addition to Aggregate Spreader, Heating Equipment and pressure distributor: ( er (c) Pneumatic Tired Roller Patching the existing surface, or scarifying and blading shall be per- formed by others at no expense to the material contractor. ~;, The bituminous material shall be CRS-2~SEAL~ The bitumen .shall be applied at the approximate rate of Q„'3 O gal. per square yard~~SEgI.~ The seal coat aggregate shall be spread at the approximate rate of 2.5 lbs. per square yard, and conform to applicable portions of Section 704.03 of the Standard Specifications adopted Oct, 1, 1979, for Class A, A=1, A-2 a;~d A-3 and gradation No. E~4-~3.5~ or CA-16. D9-H: (12-79) .I SPECIAL PROVISIONS Coarse Aggregate for Bituminous Courses, Class A The aggregate shall c~,,nform to Section 704.03 of the Standard Speci°ica- Lions I~,r Road and Bridge Construction, adopted October 1, 1979, cicept t•ha*_ one, but not both, of the following revisions to article 704.03(b) trill apply: 1. Revise the maximum allowable percentage of weighted average loss ~,iien the material is subjected to 5 cycles of the sodium sulphate sounciriess tes~ from 20~ as shown under Class C of the quality chart in Article 704.01(b) of the Star,~::rd Specifications to 30$. 1. Kevise the rnaximttm allowable percentage of wear as c;.~tcrminAd by the Loy Angeles Abrasion Method from 40'-k, as shown un~~r Class C of the ~~~<<li~y -, chart in Article 704.01(b) of the Standard Speci f. ?.cations to 60~L . D4-A1 (12-7y) Illinois Department of Transportation Material Proposal Schedule of Prices DELIVERY APPROXIMATE UNIT CROUP ITEM POINT QUANTITY PRICE AMOUNT I Bituminous Material, Seal CRS-2 Furnished 32,534 ga Seal Coat Aggregate, CA-16 Applied 1,370 to s Total II Bit. Hot Mix Patching Material FOB Plant 200 ton Plant Location Bituminous Patch Material shall c nform to pecificat' ons for Bituminous Surface Plant Mix lass B. .~ Difference in haul-in coming bids where bid are to b FOB City trucks at plant, the differe ce in hau ing will e figured at a rate of 0.15 per ton per mile etween pl nt and Canton. The bidder shall indicat the plan location. Submit to the D istrict E ngineer: 3 copies on Municipal and County Work. sg,°:ur°otsldder 4 copies on Township Work. Addr°ss BLR 2881Rev. ~r78) '~ Illinois Department of Transportation Material Proposal Schedule of Prices GROUP ITEM DELIVERY POINT APPROXIMATE QUANTITY UNIT PRICE AMOUNT Bit. Hot Mix Patching Material FOB Plant 200 tons Plant Location Bituminous Patch Material Shall C nform To pecificat' ons '. for Bituminous Surface Plant Mix lass B. Difference in haul-in coming bids where bid are to b FOB City trucks at plant, the differe ce in hau ing will e figured as a rate of 0.15 per ton per mile etween pl nt and Canton. The bidder shall indicat the plan location Submit to the D istrict E ngineer: 3 copies on Municipal and County Work. 4 copies on Township Work. Signature of Bidder Addrsae BL R 288 (Rev. 5-78)