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Resolution 2003-13 a , p03 _`3 I��It10LS t Resolution for Maintenance of Streets and Highways by Municipality of Transportation Under the Illinois Highway Code .ow BE IT RESOLVED, by the City Council of the (Council or President and Board of Trustees) United City of Yorkville , Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $26,682.60 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from January 1, 2003 to December 31, 2003 BE IT FURTHER RESOLVED, that only those streets,highways, and operations as listed and described on the approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above. BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above, submit to the Department of Transportation, on forms furnished by said Department , a certified 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 Ottawa , Illinois. Jacquelyn Milschewski Clerk in and for the United City (City,Town or Village) ' cif Yorkville , County of Kendall hereby certify the foregoing to be.a true, perfect and complete copy of a resolution adopted by the City Council at a meeting on March 19 2003 (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) ,. �� City Clerk (City,Town or Village) APPROVED y/y�� 3 Date Department of Transportation Distriidt Engineer 'u BLR 4123(Rev.6/2000) RETURN WITH BID PROPOSAL SUBMITTED BY Contractor's Name Street P.O.Box City State Zip Code STATE OF ILLINOIS J U COUNTY OF Kendall O D- E City of Yorkville 0 L0 (Insert name of City,Village,Town or Road District) J- CL N W (D ESTIMATE OF COST,SPECIFICATIONS.PLANS, 'p CONTRACT PROPOSAL, Z m W O W (Strike out that which is not applicable) = U ~ 0 zZ FOR N THE IMPROVEMENT OF W 0 VARIOUS STREETS LO STREET NAME OR ROUTE NO. 2003 JOINT& CRACK FILLING O 0 SECTION NO. 03-00000-00-GM Z v W TYPE OF FUNDS MFT W c Z — TO BE CONSTRUCTED UNDER I= 0 THE PROVISIONS OF W Z 0 THE ILLINOIS HIGHWAY CODE m Submitted Approved/Passed APPROVED Arthur F Prochaska, Jr. DEPARTMENT OF TRANSPORTATION Mayor! For County and Road District Projects Only Date Submitted/Approved ' District Engineer County Engineer/Superintendent of Highways 11 AN I /Yf11R X11 1'1 1"sn• 11'1 .. A I11IA 1 IwrX)is IE Municipal Estimate of ` d Maintenance Costs eriod from 05/01/2003 to 04/30/2004 Municipality Yorkville Estimated Cost of Maintenance Operations Material. EauiDment or Labor Maintenance Operation Quantitv Unit Operation (No.-Description-Total Quantity) Item and Specification and Unit Cost Cost Cost Joint&Crack Fillina Crack Fillina-Section 451 25412 LB 1.05 26682.60 26.682.60 I Total Estimated Maintenance Cost $26,682.60 Submitted 02/12/2003 Approved City Engineer Munici ,l' ial ~J Title District Engineer J Submit Four(4) Copies to District Engineer BLR 8202(Rev.7/01) --� 116nois Department of TransM tatkm Notice to Bidders Route 2003 Joint&Crack Filling RETURN WITH BID County Kendall Local Agency City of Yorkville Section 03-00000-00-GM Time and Place of Opening of Bids Sealed proposals for the improvement described below will be received at the office of the City Engineer City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560 , Illinois (address) until 11:00 o'clock A M., May 21, 2003 Proposals will be opened and read publicly (date) at 11:00 o'clock A M., May 21, 2003 at the office of the City Engineer (date) City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560 (address) Description of Work Name 2003 Joint&Crack Filling Length N/A feet ( N/A miles) Location Various street locations as identified on Location Map Proposed Improvement Consists of routing, cleaning, and sealing of joints and cracks in the pavement with asphalt cement reinforced with polypropylene fibers and traffic control in order to safely perform the project. Bidders Instructions 1. Plans and proposal forms will be available in the office of the City Engineer City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560 2. If prequalification is required ,the 2 low bidders must file within 24 hours after the letting an "Affidavit of Availability" (Form BC 57), in triplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County, Municipal and private work. One copy shall be filed with the Awarding Authority and 2 copies with the IDOT District Office 3. All proposals must be accompanied by a proposal guaranty as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals contained in the "Supplemental Specifications and Recurring Special Provisions". 4. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals contained in the "Supplemental Specifications and Recurring Special Provisions". 5. Bidders need not return the entire contract proposal when bids are submitted unless otherwise required. Portions of the proposal that must be returned include the following: a. BLR 5701 - Contract Cover d. BLR 5706- Contract Schedule of Prices(if needed) b. BLR 5704- Notice to Bidders e. BLR 5707- Contract Schedule of Prices and Signatures c. BLR 5705- Contract Proposal f. BLR 5708- Proposal Bid Bond (if required) 6. The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to the Contractor will be made only for the actual quantities of work performed and accepted or materials furnished according to the contract. The scheduled quantities of work to be done and materials to be furnished may be increased, decreased or omitted as hereinafter provided. BLR 5704(Rev.10/01) Page 1 of 2 .*,dbmission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands " all requirements for the performance of work. The bidder will be responsible for all errors in the proposal resulting from failure or neglect to conduct an in depth examination. The Awarding Authority will, in no case be responsible for w any costs, expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder. �. The bidder shall take no advantage of any error or omission in the proposal and advertised contract. 9. If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished by the Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents. When an envelope other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly indicate its contents. When sent by mail,the sealed proposal shall be addressed to the Awarding Authority at the address and in care of the official In whose office the bids are to be received. All proposals shall be filed prior to the time and at the place specified in the Notice to Bidders. Proposals received after the time specified will be returned to the bidder unopened. 10. Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before the time for opening proposals. By Order of City of Yorkville Jackie Milschewski (Awarding Authority) County Engineer/County Superintendent of Highways/Municipal Clerk Iota: All proposal documents, including Proposal Guaranty Checks or Proposal Bid Bonds, should be stapled together to prevent moss when bids are processed. i i i BLR 5704(Rev.10101) Page 2 of 2 Rinds Department of Tran�on Special Provisions The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", Adopted January 1, 2002 , the latest edition of the"Manual on Uniform Traffic Control Devices for Streets and Highways", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of Various Streets, 2003 Joint&Crack Filling , and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. DESCRIPTION OF WORK:This project consists of routing, cleaning, and sealing joints and cracks in flexible pavement with Rubberized asphalt cement on various city streets. Refer to the attached location map. BID SECURITY: Bid security shall be in the form of a bid bond, bank draft, certified or cashier's check in the amount of five (5%) percent of the bid proposal. PREQUALIFICATIONS OF BIDDERS: Prequalifications of bidders in accordance with Section 102.01(b) of the Standard Specifications will be required of all bidders on this project. MATERIAL CERTIFICATION: The Contractor shall furnish certifications to the Engineer from all suppliers for all materials except those to be inspected by the Engineer. The statements shall certify that the materials comply with the requirements of the Standard Specifications id these special provisions. No payment will be made for any items or materials until proper certification is submitted to the -Engineer. MATERIAL TICKETS: The Contractor shall furnish the Engineer with material delivery tickets for all materials furnished in conjunction with the construction of the project including, but not limited to, aggregate and bituminous materials. The delivery tickets shall be given to the Engineer each day at the end of the working day. WORK SCHEDULE: The Contractor shall complete all work on or before August 1, 2003. The allowed hours of work are between 7:00 AM and 4:00 PM. Equipment shall not be started onsite before 6:45 AM. BASELINES: All work shall be constructed on the streets shown on the drawings or as directed by the Engineer. The Contractor shall have the responsibility for determining cracks to be routed and filled, subject to concurrence of the Engineer. The Contractor's work shall be subject to check and review of the Engineer. CRACK FILLING: In addition to Section 451 of the Standard Specifications, this item shall also be used at curbline joints. All cracks and curbline joints will be routed. Crack Routing shall not be paid for separately, but shall be included in the cost of Crack Filling. TRAFFIC CONTROL AND PROTECTION: The Contractor will handle traffic control as necessary for ease of application and public safety.The Contractor's representative and the Engineer will coordinate traffic control and the application schedule.The city shall distribute letters to the area residents advising them to not park on the street and not wash cars or water lawns on the day the work is performed. This work shall not be paid for separately, but shall be incidental to the contract. - 1 - BLR 5709(Rev.4/02) ,,156 SWEEPING: City of Yorkville will be responsible for street sweeping after crack cleaning/routing and crack filling operations are �-� complete. It is the responsibility of the contractor to make sure that the streets are in acceptable condition before beginning work. The city will arrange for street sweeping prior to the Contractor beginning work if needed. -2- BLR 5709(Rev.4/02) s� 1 20 34 c 29 28 P.N.A. Youth Camp YOFMIA,E HIGH SCHOOL a� o © Qa o O �Q � pox ••�• River �J River J y OQuo OL 0 3 2 1:3E10§1 QaQ DO 2 Q� 1"=2000' 2003 CRACK FILLING PROGRAM LOCATION MAP LEGEND 5 \ 1 4 O AREA IDENTIFIER STREET LOCATION ■ i Illinois Departffmt of Transp� Municipal Maintenance Operations Location Surface Maintenance Operation Existing Street From To T e L th Width No. Descn tion Quantity BOOMER LANE. CANNONBALL TRAIL FAIRHAVEN LANE BIT. 28 1 CRACK FILLING 731 LB FAIRHAVEN LANE BOOMER LANE CANNONBALL TRAIL BIT 2700 28 1 CRACK FILLING 4937 LB NEWBURY LANE FAIRHAVEN LANE TERMINUS BIT 300 28 1 CRACK FILLING 548 LB ESSEX CT FAIRHAVEN LANE TERMINUS BIT 300 28 1 CRACK FILLING 548 LB DOVER CT NORTH FAIRHAVEN LANE TERMINUS BIT 400 28 1 CRACK FILLING 731 LB DOVER CT SOUTH FAIRHAVEN LANE TERMINUS BIT 200 28 1 CRACK FILLING 366 LB CHESHIRE CT FAIRHAVEN LANE TERMINUS BIT 300 28 1 CRACK FILLING 548 LB WHITE OAK WAY FOX ROAD WHITE OAK WAY BIT 4500 28 1 CRACK FILLING 8227 LB NORWAY CIRCLE WHITE OAK WAY WHITE OAK WAY BIT 2100 28 1 CRACK FILLING 3840 LB FIR CT NORWAY CIRCLE TERMINUS' BIT 300 28 1 CRACK FILLING 548 LB SPRUCE CT WHITE OAK WAY TERMINUS BIT 500 28 1 CRACK FILLING 914 LB RIVER BIRCH LANE WHITE OAK WAY RIVER BIRCH DRIVE BIT 400 28 1 CRACK FILLING 731 LB RIVER BIRCH DRIVE WEST TERMINUS EAST TERMINUS BIT 1500 28 1 CRACK FILLING 2743 LB OT ZS y/2 Submit Four(4) copies to District Engineer BLR 8203(Rev.8/96) r Crackfilling Calculation Spreadsheet 2003 Crack&Joint Filling Section No. 03-00000-00-GM r Area ID Number 1 2 Area/Subdivision: Blackberry North White Oak Total Total Pavement Area (SY): 15550 28664 44214 Total Centerline Distance of Streets (FT): 4500 11900 16400 Average crackfill weight per SY of pvmt(LB): 0.3 0.3 0.3 Average length of crack per pound of crackfill (FT): 2.7 2.7 2.7 Total length crack routing (FT): 21596 47018 68613 Crackfill quantity- random cracks(LBS): 4665 8599 13264 Crackfill quantity- EOP sealing (LBS): 3333 8815 12148 Total crackfill quantity (LBS): 7998 17414 25412 y INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted January 1, 2003 This sheet contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adopted 1-1-02) (Revised 1-1-03) SUPPLEMENTAL SPECIFICATIONS Std. Spec. Sec. Page No. 205 Embankment ........................................................................................... 1 251 Mulch ...................................................................................................... 2 442 Pavement Patching ................................................................................. 3 449 Removal and Replacement of Preformed Elastomeric Compression JointSeal ............................................................................................ 4 505 Steel Structures ....................................................................................... 5 506 Cleaning and Painting Metal Structures .................................................. 8 512 Piling ....................................................................................................... 669 Removal and Disposal of Regulated Substances ................................... 671 Mobilization ............................................................................................. 11 702 Work Zone Traffic Control Devices ......................................................... 12 1003 Fine Aggregates ................................................................ . .................. 13 1004 Coarse Aggregate ................................................................................... 14 1020 Portland Cement Concrete ...................................................................... 17 1021 Concrete Admixtures ............................................................................... 24 1024 Nonshrink Grout ...................................................................................... 25 1069 Pole and Tower ....................................................................................... 27 1070 Foundation and Breakaway Devices ....................................................... 28 1094 Overhead Sign Structures ....................................................................... 30 ii RECURRING SPECIAL PROVISIONS The following RECURRING SPECIAL PROVISIONS indicated by an "X" are applicable to this contract and are included by reference: CHECK SHEET# PAGE NO. 1 State Required Contract Provisions All Federal-aid Construction Contracts (Eff. 2-1-69) (Rev. 10-1-83)......................................................................... 31 2 Subletting of Contracts (Federal-aid Contracts)(Eff. 1-1-88) (Rev. 5-1-93)......... 33 3 EEO(Eff. 7-21-78) (Rev. 11-18-80)..................................................................... 34 4 Specific Equal Employment Opportunity Responsibilities NonFederal-aid Contracts (Eff. 3-20-69) (Rev. 1-1-94)................................ 45 5 Required Provisions-State Contracts (Eff.4-1-65)(Rev.4-1-93)....................... 51 6 R.R. Protective Liability Form (Eff. 6-10-58)(Rev. 9-29-67)................................. 56 7 Asphalt Quantities and Cost Reviews (Eff.7-1-88).............................................. 72 8 National Pollutant Discharge Elimination System Permit (Eff. 7-1-94) (Rev. 1-1-03)........................................................................... 73 9 Haul Road Stream Crossings, Other Temporary Stream Crossings and In-Stream Work Pads (Eff. 1-2-92)(Rev. 1-1-98)......................................... 74 10 Construction Layout Stakes Except for Bridges (Eff. 1-1-99) (Rev. 1-1-02)......... 75 11 Construction Layout Stakes (Eff. 5-1-93)(Rev. 1-1-02)...............................:....... 78 12 Use of Geotextile Fabric for Railroad Crossing (Eff. 1-1-95)(Rev. 1-1-97).......... 81 13 Asphaltic Emulsion Slurry Seal and Fibrated Asphaltic Emulsion Slurry Seal (Eff. 8-1-89) (Rev. 2-1-97)........................................................................... 83 14 Bituminous Surface Treatments Half-Smart(Eff. 7-1-93) (Rev. 1-1-97)............... 89 15 Quality Control/Quality Assurance of Bituminous Concrete Mixtures (Eff. 1-1-00) (Rev. 1-1-02)........................................................................... 95 16 Subsealing of Concrete Pavements(Eff. 11-1-84)(Rev. 2-1-95)......................... 114 17 Bituminous Surface Removal Cold Milling) Eff. 11-1-87 Rev. 10-15-97 118 18 Resurfacing of Milled Surfaces (Eff. 10-1-95)...................................................... 120 19 PCC Partial Depth Bituminous Patching (Eff. 1-1-98).......................................... 121 20 Patching with Bituminous Overlay Removal (Eff. 10-1-95) (Rev. 7-1-99)............. 123 21 Reserved ........................................................................................................... 125 22 Protective Shield System (Eff. 4-1-95) (Rev. 1-1-03)........................................... 126 23 Polymer Concrete (Eff. 8-1-95) (Rev.1-1-03)....................................................... 128 24 Controlled Low-Strength Material (CLSM)(Eff. 1-1-90) (Rev. 1-1-00).................. 130 25 Pipe Underdrains (Eff. 9-9-87) (Rev. 1-1-98)....................................................... 135 26 Guardrail and Barrier Wall Delineation (Eff. 12-15-93)(Rev. 1-1-97)................... 136 27 Bicycle Racks (Eff.4-1-94) (Rev. 1-1-97)............................................................ 141 28 Give em a Brake Sign (Eff. 8-1-89) (Rev. 8-1-91)................................................ 143 29 Portable Changeable Message Signs (Eff. 11-1-93) (Rev. 2-1-96)...................... 144 30 Reserved ........................................................................................................... 145 31 Night Time Inspection of Roadway Lighting (Eff. 5-1-96)..................................... 146 32 Reserved ........................................................................................................... 147 33 English Substitution of Metric Bolts (Eff. 7-1-96).................................................. 148 34 English Substitution of Metric Reinforcement Bars (Eff.4-1-96)(Rev. 1-1-03) 149 35 Polymer Modified Emulsified Asphalt(Eff. 5-15-89)............................................. 151 36 Corrosion Inhibitor(Eff. 3-1-80) (Rev. 7-1-99)..................................................... 153 37 Quality Control of Concrete Mixtures at the Plant-Single A (Eff. 8-1-00) (Rev. 11-1-01)......................................................................... 154 38 Quality Control of Concrete Mixtures at the Plant-Double A (Eff. 8-1-00) (Rev. 11-1-0 1)......................................................................... 160 39 Quality Control/Quality Assurance of Concrete Mixtures (Eff. 4-1-92) (Rev. 1-1-02)........................................................................... 168 iii 9 CHECK SHEET# PAGE NO. 40 Traffic Barrier Terminal Type 1,Special (Eff. 8-1-94)(Rev. 1-1-03)....................... 182 41 Traffic Barrier Terminal Type 3, Special (Eff. 8-1-94)(Rev. 1-1-03)....................... 183 42 Segregation Control of Bituminous Concrete(Eff. 7-15-97)................................... 184 43 Superpave Bituminous Concrete Mixtures (Eff. 1-1-00) (Rev. 1-1-03)................... 187 u _ iv LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS Table of Contents CHECK SHEET# PAGE NO. LRS1 Cooperation With Utilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 194 LRS2 Furnished Excavation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 196 LRS3 X Construction Zone Traffic Control. . . . . . . . . . . . . . . . . . . . . . . . . 197 LRS4 Flaggers In Work Zones. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 198 LRS5 Construction And Maintenance Signs. . . . . . . . . . . . . . . . . . . . .. . 199 LRS6 Bidding Requirements And Conditions For Contract Proposals . . 200 LRS7 Bidding Requirements And Conditions For Material Proposals. . . 206 LRS8 x Failure To Complete The Work On Time . . . . . . . . . . . . . . . . . . . 212 LRS9 Bituminous Surface Treatments . . . . . . . . . . . . . . . . . . . . . . . . . 213 LRS10 Reflective Sheeting Type C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 214 LRS11;K Employment Practices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 215 LRS12 X Wages Of Employees On Public Works . . . . . . . . . . . . . . . .. . . . 217 LRS13 X Selection Of Labor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 218 u v t State of Illinois Department of Transportation ERRATA STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION Adopted: January 1, 2002 Revised: January 1, 2003 Page vi Change "SECTION 501. BITUMINOUS TREATED EARTH SURFACE..." to "SECTION 501. REMOVAL OF EXISTING STRUCTURES...". Page x Change the heading "WIRE AND CABLE" to "LIGHTING, WIRE AND CABLE". Page x Change the heading "CONTROLLER" to "LIGHTING CONTROLLER". Page A Change the heading "POLE AND TOWER" to "LIGHTING POLE AND TOWER". Page A Change "SECTION 830. METAL POLES..." to "SECTION 830. LIGHT POLES...". Page A Change the heading "FOUNDATION AND BREAKAWAY DEVICES" to "LIGHTING FOUNDATION AND BREAKAWAY DEVICES". Page A Change the heading "SIGNAL MAINTENANCE" to "TRAFFIC SIGNAL MAINTENANCE". Page A Change the heading "CONTROLLERS" to `TRAFFIC SIGNAL CONTROLLERS". Page xii Change the heading "CONTROL EQUIPMENT" to "TRAFFIC SIGNAL CONTROL EQUIPMENT'. Page xii Change the heading "WIREWAY AND CONDUIT SYSTEM" to "TRAFFIC SIGNAL WIREWAY AND CONDUIT SYSTEM". Page xii Change the heading "WIRE AND CABLE" to `TRAFFIC SIGNAL WIRE AND CABLE". Page xii Change the heading "POST AND FOUNDATION" to "TRAFFIC SIGNAL POST AND FOUNDATION". Page xii Change the heading "SIGNAL HEAD" to "TRAFFIC SIGNAL HEAD". Page xii Change the heading "DETECTION" to "TRAFFIC SIGNAL DETECTION". vi Page xii Change the heading "MISCELLANEOUS" to "TRAFFIC SIGNAL MISCELLANEOUS". Page xiii Change the heading "REMOVAL AND RELOCATION" to "TRAFFIC SIGNAL REMOVAL AND RELOCATION". Page 12 Article 104.07(d). In the third line of the sixth paragraph change "(B- AC)" to "(B-A-C)". Page 13 Article 104.07(d). In the third line of the ninth paragraph change "(13- AC)"to "(B-A-C)". Page 30 Article 107.16. In the second sentence of the first paragraph delete "Legal Regulations and Responsibility to Public". Page 34 Article 107.22(b). In the fifth line of the first paragraph change "Illinois Department of Conservation" to "Illinois Department of Natural Resources". Page 35 Article 107.22(c). In the seventh line of the first paragraph change "Illinois Department of Conservation" to "Illinois Department of Natural Resources". Page 35 Article 107.22(c)(2). In the first line of the second paragraph change "Department of Conservation" to "Department of Natural Resources". Page 40 Article 107.30. In the third line of the third paragraph change "tp" to "to". Page 46 Article 108.04. In the fourth line of the first paragraph change "40 days" to "ten days". Page 71 _Article 202.03. In the fourth line of the fifth paragraph change "sight" to "site". Page 81 Article 205.04(a). In the first line of the second paragraph change "0.5 sq m"to "0.2 sq m". Page 81 Article 205.04(a). In the last line of the fourth paragraph change "205.06"to "205.05". Page 81 Article 205.04(b). In the last line of the first paragraph change "205:06" to "205.05". Page 98 Article 250.07. Change the last CLASS - TYPE listing in the first column from "4 Native Grass 4, 6/" to "4 .Native Grass 6/, 8/". Page 110 Article 252.12. In the first line of the fourth paragraph change "250.08" to "250.09". u Page 110 Article 252.12. In the second line of the fifth paragraph change "250.08" to "250.09". vii Page 110 Article 252.13. In the second line of the third paragraph change "250.09" to "250.10". Page 130 Article 282.03. Delete the first three sentences of the first paragraph. Page 140 Article 301.05. In the second line of the first paragraph change "Type 8" to "Type B". Page 144 Article 302.08. In the first sentence of the second paragraph change "not than" to "not less than". Page 171 Article 312.31. In the seventh line of the second paragraph change "relative durability" to "minimum relative dynamic modulus of elasticity". Page 183 Article 352.18(a). Revise the first paragraph to read, "Per square meter (square yard) for PROCESSING SOIL-CEMENT BASE COURSE, of the thickness specified." Page 185 Article 353.07. Change "420.10(g)"to "420.10(f)". Page 185 Article 353.11. In the third line of the second paragraph change "(160 ft)"to "(16 ft)" Page 246 Article 406.23. In the fifth and sixteenth lines of the fifth paragraph change "1102.01(a)(13)"to "1102.01(a)(9)". Page 257 Article 420.02(d). Change 1050" to 1050.01, 1050.02". Page 257 Article 420.02. Delete "(g) Preformed Elastomeric Compression Joint Seals for Concrete......1053.01". Page 301 Article 442.10. In the first line of the second paragraph change "extend" to "extent". Page 302 Article 442.10. In the first sentence of the last paragraph change "Class A, Class B, or Class B (Hinge Jointed)" to "Class A or Class B". Page 321 Article 450.02(b). Add Article "1051.09" for Preformed Expansion Joint Filler. Page 338 Article 501.05. Revise the fifth paragraph to read "Removal of existing pipe culverts will be paid for at the contract unit price per meter (foot) for PIPE CULVERT REMOVAL, which price shall include any headwalls or aprons attached to the culvert." Page 338 Article 501.05. Revise the sixth paragraph to read "Removal of existing slope wall will be paid for at the contract unit price per square meter (square yard)for SLOPE WALL REMOVAL." Page 363 Article 503.17(e)(1). Delete the last sentence of the first paragraph. viii L Page 371 Article 504.05(a). In the first sentence of the fourth paragraph change I "1020.13"to"504.06(c)(6)". Page 371 Article 504.05(a). Delete the second sentence of the fourth paragraph. Page 380 Article 504.06(c)(6). In the second and sixth lines of the fifth paragraph change "4 °C (40 °F)" to "22 °C (40 °F)". Page 395 Article 505.04(f)(2). Delete the last sentence of the ninth paragraph. Page 395 Article 505.04(f)(2). Add the following paragraph after the ninth paragraph, "The fastening systems shall meet the following requirements:". Page 406 Article 505.04(q)(1). Change subparagraph "(a)" and "(b)" to "a." and "b." respectively. Page 425 Article 506.04(d). In the first line of the first paragraph change "wither' to "either". Page 426 Article 506.04(k). In the first and fourth lines of the first paragraph change "must"to "shall". Page 459 Article 512.18(1). In the second line of the first paragraph change "TEST PILES" to "TEST PILE". Page 485 Article 542.03. In the material list for Class D pipes, change the reference for Corrugated Polyethylene (PE) Pipe with a Smooth Interior from "Article 1040.23"to"Article 1040.22". Page 490 Article 542.03, Table IB (English). In the fifth column charge the eight occurrences of "0.07" to "0.079", the seven occurrences of "0.10" to "0.109"and the four occurrences of"0.13"to "0.138". Page 492 Article 542.03, Table IC (English). In the third column change the seven occurrences of "0.10" to "0.105", the two occurrences of "0.13" to "0.135" and the two occurrences of"0.16"to "0.164". ix x CC CD .4 CD co D 0 CD cn N O W PIPE CULVERTS(ENGLISH) TABLE-IIIB: PLASTIC PIPE PERMITTED FOR THE RESPECTIVE DIAMETERS OF PIPE p� AND FILL HEIGHTS OVER THE TOP OF THE PIPE Q (D Nominal Type 3 Fill Height: Greaterthan 10 ft and not Exceeding 15 ft Type 4 Fill Height: Greaterthan 15 ft not Exceeding 20 ft - Diameter PVC CPVC PVCPW PVCPW PE PEPW PVC CPVC PVCPW PVCPW OD -794 -304 -794 -304 I 10 X NA NA X NA X NA NA co 12 X X X X X NA X X X X vi 15 X X X X NA NA X X X X =r 18 X X X X X X X X X X 21 X X X X NA X X X X X X 24 X X X X X X X X X X <, 30 X X X X X X X X X X N 36 X X X X X X X X X X .,- fD m v (D o m v a ^^,V, WW W C'ww VI 0 CD D 0. co cn .A N PIPE CULVERTS(ENGLISH) °w TABLE-IIIC: PLASTIC PIPE PERMITTED FOR THE RESPECTIVE DIAMETERS OF PIPE AND FILL HEIGHTS OVER THE TOP OF THE PIPE Q Type 5 Fill Hemet:Greater Than 20 ft Type 6 FLIT Height:Greeter than 25 ft Type 7 Fill Height:Greater than 30 ft m Nominal Not Exceeding 25 ft Not Exceeding 30 It Not Exceeding 35 R = Diameter PVC CPVC PVCPW PVCPW PVC CPVC PVCPW PVCPW PVC n -794 -304 -794 -304 M 10 X NA NA X NA NA X t° 12 X X X X X X X X X =r E24 X X X X X X X X X X X X CD X X X X X X X X X X X X X X X X X X I CD v Cr cn 0 m v n X. Page 505 Article 542.04(h). Add the following paragraphs after the first paragraph: "For PVC and PE pipe culverts with diameters 600 mm (24 in.) or smaller, a mandrel drag shall be used for deflection testing. For PVC and PE pipe culverts with diameters over 600 mm (24 in.), deflection measurements other than by a mandrel shall be used. Where the mandrel is used, the mandrel shall be furnished by the Contractor and pulled by hand though the pipeline with a suitable rope or cable connected to each end. Winching or other means of forcing the defection gauge through the pipeline will not be allowed. The mandrel shall be of a shape similar to that of a true circle enabling the gauge to pass through a satisfactory pipeline with little or no resistance. The mandrel shall be of a design to prevent it from tipping from side to side and to prevent debris build-up form occurring between the channels of the adjacent fins or legs during operation. Each end of the core of the mandrel shall have fasteners to which the pulling cables can be attached. The mandrel shall have nine various sized fins or legs of appropriate dimension for various diameter of pipes. Each fin or leg shall have a permanent marking that states its designated pipe size and percent of deflection allowable. The outside diameter of the mandrel shall be 95 percent of the base inside diameter, where the base inside diameter is: (1) For all PVC pipe and Profile Wall PE pipe: as defined using ASTM D 3034 methodology. (2) For all other PE pipe: the average inside diameter based on the minimum and maximum tolerances specified in the corresponding ASTM or AASHTO material specifications. If the pipe is found to have a deflection greater than that specified, that pipe section shall be removed, replaced and retested." Page 508 Article 542.04(g). Delete the first four paragraphs appearing on the page. Page 567 Article 602.04. Delete the second sentence of the third paragraph. Page 579 Article 606.14. In the third line of the second paragraph change "mm (4 in.)"to "MM (4 INCH)". Page 582 Article 609.07. In the third line of the first paragraph change "TYPE C or D INLET BOX STANDARD 609006" to "TYPE B, C or D INLET BOX STANDARD 609006". Page 599 Articles 638.02(a) and 638.02(d). Change "1086"to "1085". xii Page 635 Article 701.03. Revise the first paragraph to read: "Equipment. `-' Equipment shall be according to the following Articles of Section 1100— Equipment:". Page 650 Article 701.06(g). Delete the second paragraph. Page 652 Article 701.08(a). In the third line of the first paragraph change "TARAFFIC"to "TRAFFIC". Page 652 Article 701.08(a). In the seventh line of the first paragraph change "401411"to 701411". Page 652 Article 701.08(a). In the ninth line of the first paragraph change "AT THE LOCATION SPECIFIED"to ", at the location specified". Page 655 Article 702.03(b). Delete the last sentence of the second paragraph. Page 661 Article 703.04. In the eighth line of the first paragraph change "four degree"to "45 degree". Page 693 Article 780.10. Revise the second sentence of the ninth paragraph to read "The bond shall be executed prior to acceptance and final payment of the non-pavement marking items and shall be in full force and effect until final performance inspection and performance acceptance of the epoxy, thermoplastic, preformed thermoplastic, and preformed plastic pavement markings." Page 693 Article 780.10. In the twelfth line of the ninth paragraph change "thermoplastic" to "pavement marking". Page 696 Article 781.03(a). In the last sentence of the second paragraph change "ASTM C 881, Type IV, Grade 2 or 3" to "AASHTO M 237". Page 715 Article 806.03. In the last sentence of the first paragraph change "the top of the grounding electrode" to "100 mm (4 in.) below the exothermic connection". Page 728 Change the heading "WIRE AND CABLE"to "LIGHTING, WIRE AND CABLE". Page 728 Article 816.03(a). Revise the first sentence of the first paragraph to read, "The unit duct shall be installed according to the NEC, directly from the reels on which the unit duct was shipped, in continuous spans from terminal to terminal without splicing the duct or cables." Page 730 Article 817.03. Revise the third sentence of the sixth paragraph to read, "The cable shall be installed in continuous spans between terminal points and splicing will only be permitted in pole handholes or junction boxes on bridge structures above grade." Page 734 Article 821.07. Revise the third paragraph to read, "The mounting shall provide the correct position of the luminaire as recommended by the xiii manufacturer and shall be able to withstand assigned loading according to AASHTO. The sign lighting installation shall include all aluminum conduit, fittings, attachment hardware, cable and a disconnect switch with a lockable exterior handle mounted within reach from the walkway". Page 735 Change the heading "CONTROLLER" to "LIGHTING CONTROLLER". Page 735 Article 825.01. Revise the first sentence of the first paragraph to read "This work shall consist of furnishing and installing an electrical control cabinet with control device(s), distribution equipment, foundation, grounding and wiring for control of roadway lighting." Page 738 Change the heading "POLE AND TOWER" to "LIGHTING POLE AND TOWER". Page 738 Change "SECTION 830. METAL POLES" to "'SECTION 830. LIGHT POLES". Page 741 _ Change the heading "FOUNDATION AND BREAKAWAY DEVICES" to "LIGHTING FOUNDATION AND BREAKAWAY DEVICES". Page 745 Article 837.03(b). In the fourth line of the first paragraph change "503.07(a)"to "503.07". Page 754 Change the heading "SIGNAL MAINTENANCE" to "TRAFFIC SIGNAL MAINTANENCE". Page 756 Change the heading "CONTROLLERS" to. "TRAFFIC . SIGNAL CONTROLLERS". Page 758 Change the heading "CONTROL EQUIPMENT' to "TRAFFIC SIGNAL CONTROL EQUIPMENT'. Page 761 Change the heading "WIREWAY AND CONDUIT SYSTEM" to "TRAFFIC SIGNAL WIREWAY AND CONDUIT SYSTEM". Page 762 Change the heading "WIRE AND CABLE" to "TRAFFIC SIGNAL WIRE AND CABLE". Page 770 Change the heading "POST AND FOUNDATION" to "TRAFFIC SIGNAL POST AND FOUNDATION". Page 773 Change the heading "SIGNAL HEAD" to "TRAFFIC SIGNAL HEAD". Page 774 Article 880.03. In the fourth line of the second paragraph change "optic all"to "optically". Page 776 Change the heading "DETECTION" to "TRAFFIC SIGNAL DETECTION". Page 786 Article 1001.06. Delete the second paragraph. AV Page 798 Article 1004.01(c). In the fifth line of the second table, Coarse Aggregate Gradations (English), delete "8t4", the percent of CA 1 passing of the No. 200 sieve. Page 798 Article 1004.01(c). In the sixth line of the second table, Coarse Aggregate Gradations (English), add "8±4" for the percent of CA 2 passing the No. 200 sieve. Page 799 Article 1004.01(c). In notes 4/, 5/, and 6/, replace the four occurrences of"o" with "+" Page 814 Article 1006.04(b). In the third line of the first paragraph change "A 769M"to "A 709M" and "A 769"to "A 709". Page 815 Article 1006.09. Delete the paragraph after the table. Page 820 Article 1006.25. In the fourth line of the second paragraph change "toinstallation"to "to installation". Page 822 Article 1006.27(b). In the first line of the second paragraph change "ASTM F 669"to "ASTM F 1043". Page 847 Article 1009.05. Delete the last sentence of the first paragraph. Page 872 Article 1020.06. Revise the second paragraph to read, "When fly ash, ground granulated blast furnace slag, high-reactivity metakaolin, or microsilica are used as part of the cement in a concrete mix, the water/cement ratio will be based on the total cementitious material contained in the mixture." Page 887 Article 1020.13(d)(4). Revise the second sentence of the first paragraph to read, "On non-traffic surfaces which receive protective coat according to Article 503.19, a linseed oil emulsion curing compound meeting the requirements of Article 1022.01 will be permitted between April 16 and October 31 of the same year, provided it is applied with a mechanical sprayer meeting the requirements of Article 1101.09(b)." Page 932 Article 1067.01(a)(1). Revise the first paragraph to read, "The lamp socket shall be mogul•type, glazed porcelain, one piece rolled threads with stationary socket lead connectors that will not move during lamp insertion and removal. It shall be provided with a grip or suitable device to hold the lamp against vibration. The rating of the socket shall exceed the lamp starting voltage, or starting pulse voltage rating." Page 933 Article 1067.01(a)(5)a. Delete the last two sentences of the sixth paragraph. Page 934 Article 1067.01(a)(5)b. Revise the fifth sentence of the third paragraph to read, "Proper ignition shall be provided over a range of-15 percent to +5 percent of rated voltage." xv Page 938 Article 1067.01(c)(1)a. In the first line of the second paragraph change "60 to 75 mm (2 3/8 to 3 in.)"to"50 to 60 mm (2 to 2 3/8 in.)". Page 945 Article 1067.01(f)(2)e. At the end of the first sentence of the first paragraph change "maximum voltage of 3,300 volts." to "rated voltage of 600 V.". Page 954 Article 1068.01(e)(2)h. In the third line of the first paragraph change "350" to "377', "520" to "560" in the fourth line and "illmination" to "illumination" in the fifth line. Page 960 Article 1069.01(b)(2)d. In the eleventh line of the first paragraph change "anit-sieze" to "anti-seize". Page 964 Article 1069.01(c)(1). In the fourth line of the second paragraph change "10"to "11" Page 967 Article 1069.01(c)(2)c.2. Revise the first sentence of the second paragraph to read "The davit arm shall have a 90 mm (3 1/2 in.) minimum inside diameter at the slip joint." Page 967 Article 1069.01(c)(2)c.2. In the fourth line of the second paragraph change "50 mm (2 in.)" to "60 mm (2 3/8 in.)". Page 969 Article 1069.01(c)(3)b.2. In the second line of the second paragraph revise "50 mm (2 in.)" to "60 mm (2 3/8 in.)". Page 972 Article 1069.01(e)(4). Revise the second sentence of the first paragraph to read, "Poles shall have a single piece shaft with a 250 mm (10 in.) minimum outside bottom diameter at ground line, tapering to a 130 mm (5 in.) minimum outside top diameter." Page 978 Article 1069.04(b). In the first line of the eighth paragraph change "door"to "pocket door". Page 981 Article 1069.04(d)(1). In the fourth line of the second paragraph change "Feferal"to "Federal'. Page 981 Article 1069.04(d)(3). In the first line of the first paragraph change "Towrs"to "Towers". Page 1020 Article 1079.02. Change second subparagraph "(b)"to "(c)". Page 1048 Article 1086.01(a)(7). Add the following to the end of the first paragraph, "Where installed in a heavy salt spray environment, the enclosure shall be stainless steel." Page 1094 Article 1095.05(k). Delete the second sentence of the fifth paragraph. Page 1152 Change "DETECOR LOOP"to "DETECTOR LOOP". xvi .� Page 1165 In the subject Index change the following referenced page numbers: Aboriginal Records and Antiquities from "26"to "33". Backfill, for pipe drains from "657'to"561". Backfill, for pipe underdrains from "658" to "561". Backfill, for sight screens from "600, 604"to"601, 605". Backfill, for underground storage tanks from "616" to "626". Page 1166 In the subject Index change the following referenced page numbers: Bolts, anchor from "368"to "356". Bolts, high strength steel from "422"to "393". Bolts,turned and ribbed from "421" to"393 Cable, road guard from "712"to"595". Chemical Adhesive from "1053"to "899". Concrete, collars from "595"to "512". Concrete, Materials, haul time from "874"to"880". Controller, master from "996"to '757'. Curb, bituminous shoulder from '727'to "605'. Curb, concrete shoulder from '729" to"606". Page 1167 In the subject Index change the following referenced page numbers: Ditch, paved, removal from "303" to"283". Elastic Joint Sealer from "651"to "555'. Fence, chain link from "610"to "608". Fiber Optic Cable from "1187' to "764". Fiberglass Fabric Repair System from "335'to "308". Fire Hydrant, moving from "632"to "538". Flaggers from "776"to "638". Foundations, concrete, for sign structures from "818"to "682". Gates, sluice from "688" to "580". Grout, epoxy, materials from "897' to "898". Guardrail, temporary from "801" to "665'. Page 1168 In the subject Index change the following referenced page number: Mulch from "96" to "104". Page 1169 In the subject Index change the following referenced page numbers: Patching, class A, B, C & D from "228"to "288". Pavement Marking from "823"to "687'. Pole, metal light from "971" to "738". Page 1170 In the subject Index change the following referenced page numbers: Reinforcement Bars from "482"to "434". Rumble Strips, temporary from '791"to "653". Screen, chain link fence sight from '722" to "602". Screen, glare from "718"to "599". Page 1171 In the subject Index change the following referenced page numbers: Signs, construction from "1221" to "1042". Signs, maintenance of from "1225'to "1045". Slope Wall from "494" to 442". Sodium Chloride, Material from "1012"to "860". Terminals, traffic barrier from `702"to "589". xvii Page 1172 In the subject Index change the following referenced page numbers: Trench, for electrical work from "860"to "726". Vaults, valve from "665'to "566". Waiver of Legal Rights from "343"to "43". Waterproofing, railway structures from "634" to "539". xviii LR 109 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR CONTRACT CLAIMS Effective: January 1, 2002 Revised: May 1, 2002 All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. 109.09 Contract Claims. Revise the second sentence of subparagraph (a) of Article 109.09 to read: "All claims shall be submitted to the Engineer." Revise subparagraph (e) of this Article to read: "Procedure. All Claims shall be submitted to the Engineer. The Engineer shall consider all information submitted with the claim. Claims not conforming to this Article will be returned without consideration. The Engineer may schedule a claim presentation meeting if in the Engineer's judgement such a meeting would aid in resolution of the claim, otherwise a decision will be based on the claim documentation submitted. A final decision will be rendered within 90 days of receipt of the claim. Full compliance by the Contractor with the provisions specified in this Article is a contractual condition precedent to the Contractor's right to seek relief in the Court of Claims. The Engineer's written decision shall be the final administrative action of the Department. Unless the Contractor files a claim for adjudication by the Court of Claims within 60 days after the date of the written decision, the failure to file shall constitute a release and waiver of the claim." LR 671 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR MOBILIZATION Effective February 1, 1999 This contract contains no provisions for Mobilization. Therefore, Section 671 of the Standard Specifications is deleted. R Kendall County Prevailing Wage for April 2003 Trade Name RG TYP C Base FRMAN *M-F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT-GEN ALL 28.000 28.750 1.5 1.5 2.0 3.580 2.970 0.000 0.170 ASBESTOS ABT-MEC BLD 23.300 24. 800 1.5 1.5 2.0 3.640 5.520 0. 000 0.000 BOILERMAKER BLD 34.350 37.430 2.0 2.0 2.0 3.950 5.150 0.000 0.150 BRICK MASON BLD 30.150 32.150 1.5 1.5 2.0 4.550 5.080 0.000 0.120 CARPENTER ALL 31.200 32.700 1.5 1.5 2.0 4.600 4.400 0.000 0.440 CEMENT MASON ALL 29.000 31.900 2.0 1.5 2.0 4.550 7.110 0.000 0.050 CERAMIC TILE FNSHER ALL 23.850 0.000 2.0 1.5 2.0 4.250 3.700 0.000 -0.210 COMMUNICATION TECH BLD 28.920 30.720 1.5 1.5 2.0 4.850 6.080 0.000 0.580 ELECTRIC PWR EQMT OP ALL 26.460 33.040 1.5 1.5 2.0 2.450 6.610 0.000 0.130 ELECTRIC PWR GRNDMAN ALL 20.750 33.040 1.5 1.5 2.0 2.450 5.190 0.000 0.100 ELECTRIC PWR LINEMAN ALL 31.290 33.040 1.5 1.5 2.0 2.450 7.820 0.000 0.160 ELECTRIC PWR TRK DRV ALL 21.390 33.040 1.5 1.5 2.0 2.450 5.350 0.000 0.110 ELECTRICIAN BLD 34.670 38.140 1.5 1.5 2.0 4.850 7.970 0.000 0.690 ELEVATOR CONSTRUCTOR BLD 35.655 40.110 2.0 2.0 2.0 5.775 2.880 2.140 0.000 FENCE ERECTOR ALL 31.490 33.060 2.0 2.0 2.,0 4.690 11.28 0.000 0.250 GLAZIER BLD 27.800 28.800 1.5 2.0 2.0 4.540 7.800 0.000 0.200 HT/FROST INSULATOR BLD 29.800 31.550 1.5 1.5 2.0 5.910 7.560 0.000 0.230 IRON WORKER ALL 31.490 33.060 2.0 2.0 2.0 4.690 11.28 0.000 0.250 LABORER ALL 28.000 28.750 1.5 1.5 2.0 3.580 2.970 0.000 0.170 LATHER BLD 31.200 32.700 1.5 1.5 2.0 4.600 4.400 0.000 0.440 MACHINIST BLD 31.920 33.670 2.0 2.0 2.0 3.200 3.100 2.200 0.000 MARBLE FINISHERS ALL 23.000 0.000 1.5 1.5 2.0 3.600 3.800 0.000 0.240 MARBLE MASON BLD 26.780 28,.280 1.5 1.5 2.0 4.300 6.600 0.000 0.230 MILLWRIGHT ALL 31.200 32.700 1.5 1.5 2.0 4.600 4.400 0.000 0.440 OPERATING ENGINEER BLD 1 33.850 37.850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER BLD 2 32.550 37.850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER BLD 3 30.000 37.850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER BLD 4 28.250 37.850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 1 32.050 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 2 31.500 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 3 29.450 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 4 28.050 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 5 26.850 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 ORNAMNTL IRON WORKER ALL 31.490 33.060 2.0 2.0 2.0 4.690 11.28 0.000 0.250 PAINTER ALL 29.660 30.660 1.5 1.5 2.0 4.150 3.700 0.000 0.300 PAINTER SIGNS BLD 25.150 28.240 1.5 1.5 1.5 2.600 2.010 0.000 0.000 PILEDRIVER ALL 31.200 32.700 1.5 1.5 2.0 4.600 4.400 0.000 0.440 PIPEFITTER BLD 32.100 34.100 1.5 1.5 2.0 4.300 5.950 0.000 0.800 PLASTERER BLD 29.090 30.090 1.5 1.5 2.0 4.000 5.100 0.000 0.400 PLUMBER BLD 32.100 34.100 1.5 1.5 2.0 4.300 5.950 0.000 0.800 ROOFER BLD 30.850 32. 850 1.5 1. 5 2.0 3.950 2.380 0.000 0.320 SHEETMETAL WORKER BLD 31.740 33.490 1.5 1.5 2.0 4.450 5.760 0.000 0.440 SIGN HANGER BLD 26.070 27.570 1.5 1.5 2.0 3.800 3.550. 0.000 0.000 SPRINKLER FITTER BLD 32.550 34.050 1.5 1.5 2.0 4.600 5.000 0.000 0.400 STEEL ERECTOR ALL 31.490 33.060 2.0 2.0 2.0 4.690 11.28 0.000 0.250 STONE MASON BLD 30.150 32.150 1.5 1.5 2.0 4.550 5.080 0.000 0.120 TELECOM WORKER ALL 22.900 24.400 1.5 1.5 2.0 3.000 2.650 1.430 0.000 TERRAZZO MASON BLD 27.500 29.000 2.0 1.5 2. 0 4.500 6.350 0.000 0. 160 TILE MASON BLD 29.130 31. 130 2.0 1.5 2.0 4.250 4.450 0.000 0.400 TRUCK DRIVER ALL 1 27.550 28.100 1.5 1.5 2.0 4.325 3.075 0.000 0.000 TRUCK DRIVER ALL 2 27.700 28.100 1.5 1.5 2.0 4.325 3.075 0.000 0.000 TRUCK DRIVER ALL 3 27.900 28.100 1.5 1.5 2.0 4.325 3.075 0.000 0.000 TRUCK DRIVER ALL 4 28.100 28.100 1.5 1.5 2.0 4.325 3.075 0.000 0.000 TUCKPOINTER BLD 30.850 31.850 1.5 1.5 2.0 3.760 4.900 0.000 0.390 Legend: M-F>8 (Overtime is required for any hour greater than 8 worked each day, Monday through Friday. OSA (Overtime is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health & Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) a GENERAL NOTES Maintenance operations shall be confined to one traffic Iona. leaving the opposite lane open to traffic. At least 150 m (50011 of both traffic Iona shall be available for traffic movement between work areas at wonxc Intervals not greater than 300 m (10001. wE/0 * Minimum distance between the sign and the work area Is 215 m (7001. Maximum distance to be determined by the local authority but in no case to exceed the length of one-half day's operation or 6 km (4 miles), whichever is lees. NNAN son When operations are an the pavement and MEAD stationary or moving at a speed less than 6 kph (A mphl, a ONE LANE AHEAD. or other appropriate sign, shall be Installed in each Varies direction between the ROAD WORK AHEAD ISle General Note)• sign and the work area. The distance be- tween this sign and the work area shall be a minimum of 120 m (4001 but In no case to exceed length aton or 6 km41 mH a, whichever Is less. -------------- The distance between the two signs shall be p approximately 120 m 14001. AN signs are to be removed of completion of the day's operation. Varies CW21-4'101-36 � Any unattended oDatacle, excavation or pavement drop off greater than 75 mm U"1 In the work area shall be protected by " Type I or Type 11 Barricades with flashing lights. Longitudinal dimensions may be adjusted slightly to fit field condition& AN vehicles, equipment, men, and their activities are restricted at all times ese to one side of the pavement. W21-[101101-36 Flashing lights or rotating beacons are required for all maintenance vehicles while TWO-LANE. TWO-WAY TRAFFIC in operation. RURAL OPERATIONS Applicable operations illustrated In Standard DAY OPERATIONS ONLY 701301 may be used when operations do not exceed 15 minutes on the pavement or 60 minutes on the shoulder respectively. AN warning signs shall have minimum dimen- slons of 900 mm x 900 mm (36"061 and have SYMBOLS TYPICAL APPLICATIONS block legend on an orange reflectortzed background. ® MOWING This case Is for use on rural local roads Work area SPREADING AGGREGATE where the local authority considers this WEED SPRAYING protection to be appropriate for +he A SURFACE MAINTENANCE specific job conditions. Jv� Sign with 450(l8)by 450(181 BITUMINOUS RESURFACING (minimum) orange flag attached CRACK POURING When fluorescent signs ore used orange SHOULDER REPAIR flags are not reaulred. CLEANING DITCHS AN dimensions are In millimeters (Inches; urds" Ofherwl" shown. DATE REVISIONS TRAFFIC CONTROL o.o:t~t of t.awoamim (-1-99 Delete ROW Line DEVICES-DAY LABOR MAINTENANCE i-1-98 Rev. lights. we Rev. 1st. 2nd, 11th, STANDARD B.L.R.I" and 10th General Notes. Illinois Department of Transportation Proposal Various Streets Route 2003 Joint&Crack Fillina County Kendall RETURN WITH BID Local Agency Citv of Yorkville Section 03-00000-00-GM 1. Proposal of for the improvement of the above section by the construction of the routing, cleaning, and sealing of joints and cracks in the pavement with hot poured rubberized sealer including traffic control for project safety. a total distance of N/A feet, of which a distance of N/A feet,( N/A miles)are to be improved. 2. The plans for the proposed work are those prepared by City of Yorkville and approved by the Department of Transportation on 3. The specifications referred to herein are those prepared by the Department of Transportation and designated as "Standard Specifications for Road and Bridge Construction and the"Supplemental Specifications and Recurring Special Provisions"thereto, adopted and in effect on the date of invitation for bids. 4. The undersigned agrees to accept, as part of the contract, the applicable Special Provisions indicated on the"Check Sheet for Recurring Special Provisions"contained in this proposal. The undersigned agrees to complete the work within working days or by 08/01/2003 unless additional time is granted in accordance with the specifications. 6. A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and Conditions for contract Proposals, will be required. Bid Bonds ® will ❑ will not be allowed as proposal guaranties. Accompanying this proposal is either a bid bond if allowed, on Department form BLR 5708 or a proposal guaranty check, complying with the specifications, made payable to: City Treasurer of City of Yorkville the amount of the check is ( ) 7. In the event that one proposal guaranty check is intended to cover two or more proposals, the amount must be equal to the sum of the proposal guaranties, which would be required for each individual proposal. If the proposal guaranty check is placed in another proposal, it will be found in the proposal for: Section Number 8. If this proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed that the Bid Bond or check shall be forfeited to the Awarding Authority. 9. Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between the product of the unit price multiplied by the quantity, the unit price shall govern. If a unit price is omitted, the total price will be divided by the quantity in order to establish a unit price. 10.A bid will be declared unacceptable if neither a unit price nor a total price is shown. 11. The undersigned firm certifies that it has not been convicted of bribery or attempting to bribe an officer or employee of the State of Illinois, nor has the firm made an admission of guilt of such conduct which is a matter of record, nor has an official, agent, or employee of the firm committed bribery or attempted bribery on behalf of the firm and pursuant to the direction or authorization of a responsible official of the firm. The undersigned firm further certifies that it is not barred from contracting with any unit of State or local government as a result of a violation of State laws prohibiting bid-rigging or bid-rotating. 12. The undersigned submits herewith the schedule of prices on BLR 5706 covering the work to be performed under this contract. BLR 5705(10/01) 4 ` of Tra Schedule of Prices Various Streets Route 2003 Joint&Crack Filling County Kendall Local Agency Yorkville Section 03-00000-00-GM RETURN WITH BID (For complete information covering these items, see plans and specifications) Item No. Items Unit Quantity Unit Total Price 1 Crack Filling LB 25412 Carried forward from Page Page Total o be carried forward to Page 1 BLR 5706(Rev.3102) ti Mnois Department of Transportation Schedule of Prices Agency City of Yorkville RETURN WITH BID Section No. 03-00000-00-GM (For complete information covering these items, see plans and specifications) Item. Unit No. Items Unit Quantity Price Total Bidder's Proposal for making Entire Improvements. 14. 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 Combina- tinn Letter Sections Included in Combination Total Page 1 of 2 BLR 5707(Rev.7/01) ,v v N 1, (If an individual) Signature of Bidder Business Address (If a partnership) Firm Name Signed By Business Address Insert Names and Addresses of All Partners i corporation) Corporate Name Signed By President Business Address President Insert Names of Secretary Officers Treasurer Attest: Secretary Page 2 of 2 BLR 5707(Rev.7/01) Y ` R 7 Illinois Department of Transportation Division of Highways/ District 3 700 East Norris Drive/Ottawa, Illinois/61350-0697 Telephone 815/434-6131 April 8 2003 Ms. Jacquelyn Milschewski City Clerk 800 Game Farm Road Yorkville, IL 60560 CITY- MFT Yorkville Section 03-00000-00-GM Dear Ms. Milschewski: The resolution adopted by the City Council of Yorkville on March 25, 2003 appropriating $26,682.60 of Motor Fuel Tax funds for the maintenance of streets and highways in the city from January 1, 2003 to December 31, 2003 was approved today. The municipal estimate of maintenance costs for $26,682.60, the specifications, and contract proposal were also approved today. Authorization to expend $26,682.60 of Motor Fuel Tax funds for this section has been approved and should appear on the village's next Motor Fuel Tax computer printout. Authorization to expend Motor Fuel Tax funds will be given upon approval of a contract for this section. Bids are required for purchases of materials if the expenditures exceed $10,000 during any maintenance period either (1) for the same type of material, or (2) from any one vendor if the purchase includes the placement or incorporation of the material. Sincerely, Diane O'Keefe District Engineer /_"+j� JUE /B7`James R. Threadgill III District Local Roads & Streets Engineer cc: Debra Baxter, MFT Auditor RB:bb/Yorkville03GMApproval Illinois Department of Transportation Division of Highways/ District 3 700 East Norris Drive/Ottawa, Illinois/61350-0697 Telephone 815/434-6131 April 15, 2003 Ms. Jacquelyn Milschewski City Clerk 800 Game Farm Road Yorkville, IL 60560 CITY- MFT Yorkville Section 03-00000-00-GM REVISED Dear Ms. Milschewski: The resolution adopted by the City Council of Yorkville on March 25, 2003 appropriating $26,682.60 of Motor Fuel Tax funds for the maintenance of streets and highways in the city from May 1, 2003 to April 30, 2004 was approved today. The municipal estimate of maintenance costs for $26,682.60, the specifications, and contract proposal were also approved today. Authorization to expend Motor Fuel Tax funds will be given upon approval of a contract for this section. Bids are required for purchases of materials if the expenditures exceed $10,000 during any maintenance period either (1) for the same type of material, or (2) from any one vendor if the purchase includes the placement or incorporation of the material. Sincerely, Diane O'Keefe District Engineer r hvJames R. Threadgill III District Local Roads & Streets Engineer cc: Debra Baxter, MFT Auditor u RB:bbNorkville03GMApproval