STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION DIVISION OF TRANSPORTATION INFRASTRUCTURE DEVELOPMENT NOTICE TO CONTRACTORS SEALED PROPOSALS WILL BE RECEIVED UNTIL 9:00 A.M. LOCAL TIME, TUESDAY, October 10, 2000, by the Division of Transportation Infrastructure Development, in Conference Room 1, of the Concourse Hotel, in Madison, Wisconsin, for the highway work hereinafter described; whereupon the sealed proposals received as provided above will be publicly opened and read. Proposals will also be received until 8:30 A.M. Local Time, Tuesday, October 10, 2000, at the Bureau of Highway Construction, Room 601, Hill Farms State Transportation Building, 4802 Sheboygan Avenue, Madison, Wisconsin. Bidders wishing to submit their bid by mail may do so at their own risk. Bids received through the mail, at the Bureau of Highway Construction, later than the time set forth above will be returned unopened. The correct mailing address is: Department of Transportation, Division of Transportation Infrastructure Development, Bureau of Highway Construction, Room 601, P.O. Box 7916, Madison, Wisconsin, 53707. PROPOSAL GUARANTY. Each proposal must be accompanied by properly executed bid bond, of not less than five percent of the total bid, or cashiers check, certified check, bank's check or postal money order in the amount designated on the proposal and payable to the Department. Certified checks shall be drawn on the account of the bidder submitting the proposal. The bidder may also meet the above requirements by having a properly executed annual bid bond of not less than five percent of the total bid(s) on file with the Department. PLANS. Plans for the work are on file and available for office examination in the Bureau of Highway Construction in Madison, and in its respective district offices in whose territory the work is located, and in the office of the Wisconsin Road Builders Association at Madison. Plans may be purchased, in person, at the Bureau of Highway Construction, Room 601, 4802 Sheboygan Avenue, Telephone 266-3496, or by mail addressed to the Department of Transportation, Division of Transportation Infrastructure Development, Bureau of Highway Construction, Room 601, P.O. Box 7916, Madison, Wisconsin, 53707, by payment of a remittance in money order or check in the amount specified, which includes the sales tax, made payable to the order of the Wisconsin Department of Transportation. Such payment will become the property of the State and will not be refunded. Plans so obtained become the property of the purchaser and need not be returned. PROPOSALS. REQUESTS FOR PROPOSALS SHALL BE ON THE FORM FURNISHED BY THE DEPARTMENT AND SHALL BE ON FILE WITH ITS BUREAU OF HIGHWAY CONSTRUCTION NOT LATER THAN 11:45 A.M. OF THE DAY PRECEDING THE LETTING. HOURS OF LABOR AND MINIMUM WAGE RATES. Pursuant to regulations provided by applicable federal and/or state laws, the hours of labor and minimum wage rates are set forth in the proposals. AFFIRMATIVE ACTION. The Department hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, or national origin in consideration for an award. AFFIDAVIT OF NON-COLLUSION. Each bidder shall file a sworn statement executed by or on behalf of the person, firm, association, or corporation submitting the bid, certifying that such person, firm, association, or corporation has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action, in restraint of free competitive bidding in connection with the submitted bid. This sworn statement shall be in the form of an affidavit executed and sworn to by the bidder before a person who is authorized by the laws of the state to administer oaths. The required affidavit will be incorporated as part of the proposal cover provided to each prospective bidder. Failure to submit the sworn statement as part of the bid will make the bid nonresponsive and not eligible for award consideration. QUALIFICATIONS OF BIDDERS. Unless otherwise specified in this advertisement, bid proposal forms will be issued only to those who have established their qualifications for the work to be bid upon. Any prospective bidder who has not so established his qualifications must file a sworn statement with the Department not less than five days prior to the time set for the opening of bids, on a form furnished by the Division. The Division will evaluate this statement and issue bid proposal forms as it deems warranted thereby. SUMMARY SHEET For your convenience, a summary sheet has been compiled to list the jobs under their classifications. GENERAL CONSTRUCTION Prequalification Rating Applicable 1, 4, 8, 12, 13, 14, 17, 21 GRADING Prequalification Rating Applicable 29 CONCRETE PAVEMENT Prequalification Rating Applicable ASPHALTIC PAVEMENT Prequalification Rating Applicable 16, 22, 23, 24, 26, 28 STRUCTURES Prequalification Rating Applicable 1, 2, 3, 7, 12, 14, 19, 25 BRIDGE PAINTING Prequalification Rating Applicable 6, 9, 18, 20 INCIDENTAL CONSTRUCTION Prequalification Rating Applicable 5, 10, 15, 27 1. West County Line - Fort Atkinson Road, (Branch Lake Koshkonong Bridge and Approaches); West County Line - Fort Atkinson Road, (Koshkonong Creek Bridge and Approaches); Jefferson County; 3576-04-71, BR 2001 (003); 3576-04-72, BR 2001 (004); STH 106; 0.340 km; Grading, base course, asphaltic pavement, Structures B-28-107 and 108, beam guard, signs, and pavement marking. Guaranty Required $40,000.00 Plan Remittance $6.00 Estimate of Principal Items: Common excavation, 871 m3; structure backfill, 172 m3; crushed aggregate base course, 2,333 Mg; concrete pavement, 188 m2; concrete masonry, bridges, 404 m3; bar steel reinforcement, 6,190 lbs.; coated bar steel reinforcement, 33,885 kg; cast-in-place concrete piling, 499 m 273 mm; pavement marking, epoxy, 17,368 m; breaker run stone, 60 m3; steel railing, Type W, structure, 2 L.S.; heavy riprap, 214 C.Y.; wood posts, 8 Each; signs, Type II, reflective, 2.16 m2; geotextile fabric, 471 m2; pipe underdrain, 62 m 150 mm; corrugated steel culvert pipe, 8.3 m 450 mm; steel plate beam guard, 195 m; steel plate beam guard, energy absorbing terminals, 8 Each; asphaltic surface, 45 Mg; asphaltic concrete pavement, Type E-1, 904 Mg; asphalt MS, SS, CSS, 579 L; asphalt, 54 Mg. For further information, contact: Rick Marz, (608) 245-2672. 2. Kingsford Road Bridge and Approaches, Town of Ellenboro; Grant County; 5108-03-71, BR 2001 (005); Town Road; 0.099 Miles; Grading, base course, asphaltic surface, beam guard, and structure. Guaranty Required $20,000.00 Plan Remittance $3.00 Estimate of Principal Items: Common excavation, 1,393 C.Y.; crushed aggregate base, 500 C.Y.; concrete masonry, bridges, 393 C.Y.; bar steel reinforcement, 32,770 lbs.; coated bar steel reinforcement, 20,260 lbs.; steel piling, 565 L.F. 10"; breaker run stone, 270 C.Y.; tubular railing, Type F, 1 L.S.; culvert pipe, 50 L.F. 18"; steel plate beam guard, 72.4 L.F.; asphaltic surface, 155 tons; asphalt MS, SS, CSS, 22 gals. For further information, contact: Bill McNary, (608) 243-3361. 3. CTH K - CTH KK Road, (Hay Creek Bridge and Approaches); Sauk County; 5933-02-71, BR 2001 (006); CTH F; 0.071 Miles; Grading, crushed aggregate base course, asphaltic surface, beam guard, Structure B-56-159, signs, construction staking, and pavement marking. Guaranty Required $20,000.00 Plan Remittance $3.00 Estimate of Principal Items: Common excavation, 163 C.Y.; borrow excavation, 265 C.Y.; structure backfill, 240 C.Y.; crushed aggregate base course, 510 C.Y.; concrete masonry, bridges, 176 C.Y.; bar steel reinforcement, 19,190 lbs.; coated bar steel reinforcement, 3,130 lbs.; steel piling, 550 L.F. 10"; pavement marking, epoxy, 1,500 L.F.; tubular railing, Type F, Structure B-56-159, 1 L.S.; heavy riprap, 210 C.Y.; turbidity barriers, 100 S.Y.; wood posts, 4 X 4-Inch X 10 Ft., 4 Each; signs, Type II, reflective, 12 S.F.; geotextile fabric, Type HR, 340 S.Y.; construction staking, subgrade, 329 L.F.; construction staking, crushed aggregate base course, 329 L.F.; construction staking, structure layout, Structure B-56-159, 1 L.S.; construction staking, initial layout, 375 L.F.; steel plate beam guard, 182 L.F.; steel plate beam guard, energy absorbing terminals, 4 Each; asphaltic surface, 215 tons; asphalt MS, SS, CSS, 27 gals. For further information, contact: Gerry Roesing, (608) 246-3834. 4. Zoo Freeway, Belton Overpass to Zoo Interchange, NB; Zoo Freeway, Zoo Interchange to Capitol Drive, NB; Zoo Freeway, Intelligent Transportation Systems (ITS) NB, Belton Overpass to Zoo Interchange; Zoo Freeway, Intelligent Transportation Systems (ITS) NB, Zoo Interchange to Capitol Drive, NB; Milwaukee County; 1100-10-71, IM 2001 (007); 1100-10-73, NH 2001 (008); 1100-11-91, IM 2001 (009); 1100-11-93, NH 2001 (010); USH 45 / IH 894; USH 45; USH 45 / IH 894; USH 45; 6.140 Miles; Grading, base, asphaltic and concrete pavement, curb and gutter, concrete barrier, storm sewer, beam guard, fencing, signing, sign bridges, pavement marking, signals, lighting, sidewalk, FTMS, structures, and structure painting. Guaranty Required $100,000.00 Plan Remittance $20.00 Estimate of Principal Items: Common excavation, 30,400 C.Y.; borrow excavation, 1,606 C.Y.; crushed aggregate base, 13,238 ton; crushed aggregate base, open graded, 462 ton; concrete pavement, 2,993 S.Y.; concrete masonry, overlay, decks, 326 C.Y.; concrete masonry, bridges, 3,465 C.Y.; concrete masonry, retaining walls, 128 C.Y.; prestressed girders, 460 L.F. 36"; bar steel reinforcement, 29,001 lbs.; coated bar steel reinforcement, 808,380 lbs.; structural carbon steel, 6,230 lbs.; high strength structural steel, 6,033 lbs.; cast-in-place concrete piling, 1,245 L.F. 10 3/4"; pavement marking, epoxy, 122,278 L.F.; concrete barrier, 13,270 L.F.; chain link fence, 1,050 L.F.; sign bridges, 3 L.S.; concrete masonry, sign supports, 41 C.Y.; overhead sign support, 4 L.S.; conduit, 46,390 L.F.; corrugated steel culvert pipe, 20 L.F. 12"; reinforced concrete pipe, storm sewer, 1,814 L.F. 12", 103 L.F. 15"; pipe underdrain, 6,493 L.F. 6", 48 L.F. 8", 285 L.F. 12", 40 L.F. 15"; concrete curb, 515 L.F.; curb and gutter, 5,305 L.F.; concrete sidewalk, 5,345 S.F.; steel plate beam guard, 753 L.F.; asphaltic surface, patching, 135 tons; asphaltic concrete pavement, Type E-30, 56,328 tons; asphalt MS, SS, CSS, 12,089 gals.; asphalt, 3,394 tons; concrete bases, 42 Each; cable in duct, 1,180 L.F.; traffic signal cable, 5,516 L.F.; electrical wire, 39,268 L.F.; poles, 30 Each; sign lighting, 7 L.S.; high mast foundation, 1 L.S.; high mast lighting tower, 1 L.S.; portable decontamination facility, 4 L.S.; FTMS field system integrator, 2 L.S.; erecting structural steel, 3 L.S.; conduit, multi-cell, 4-Inch, 500 L.F.; concrete shoulders, 28,540 S.Y.; removing asphaltic pavement, profile milling, 106,779 S.Y.; structure repainting, Class C, structure, 4 L.S.; structure repainting, cleaning and priming, structure, 12,000 S.F.; structure repainting, recycled abrasive, structure, 1 L.S. For further information, contact: Frank Rivera, (262) 548-6454. 5. Milwaukee to Fond du Lac Road, Pioneer Road - STH 28; Washington County; 1100-13-60; USH 41; 0.000 Miles; Asphaltic crack preparation, routing, and filling; and pavement marking. Guaranty Required $40,000.00 Plan Remittance $1.00 Estimate of Principal Items: Pavement marking, epoxy, 452,680 L.F.; asphaltic crack preparation, routing and filling, 189,240 lbs. For further information, contact: Paul Derksen, (262) 548-8770. 6. Milwaukee - Green Bay Road, CTH KK Bridge; Range Line Road - CTH Y; Sheboygan County; 1221-06-60; 1440-06-60; IH 43; STH 23; 0.000 Miles; Repainting of Structures B-59-44, 80, 81, and 82; cleaning and priming portions of all structures; and collecting and storing, in approved hazardous waste containers, the spent material and paint residue. Guaranty Required $20,000.00 Plan Remittance $1.00 Estimate of Principal Items: Temporary precast concrete barrier, 1,650 L.F.; containment and collection of waste materials, 4 L.S.; structure repainting, Class C, structure, 4 L.S.; structure repainting, cleaning and priming, structure, 4 L.S.; portable decontamination facility, 2 L.S. For further information, contact: Bruce Enke, (920) 492-5659. 7. USH 10 / USH 41 / STH 441 Interchange, North Lake Street Overhead; Winnebago County; 1517-05-72, NH 2001 (011); USH 10; 0.000 Miles; Grading, base course, asphaltic pavement, curb and gutter, Structure B-70-210, beam guard, sidewalk, construction staking, signing, and pavement marking. Guaranty Required $75,000.00 Plan Remittance $7.00 Estimate of Principal Items: Common excavation, 6,202 C.Y.; borrow excavation, 15,030 C.Y.; structure backfill, 840 C.Y.; crushed aggregate base course, 9,609 ton; concrete masonry, bridges, 1,008 C.Y.; bar steel reinforcement, 10,115 lbs.; coated bar steel reinforcement, 177,260 lbs.; structural carbon steel, 25,150 lbs.; high strength structural steel, 535,000 lbs.; steel piling, 1,480 L.F. 10"; pavement marking, epoxy, 4,903 L.F.; breaker run stone, 1,445 ton; expansion device, Structure B-70-210, 1 L.S.; concrete masonry anchors, Type S, 5/8-Inch, 1,160 Each; painting, epoxy system, Structure B-70-210, 1 L.S.; wood posts, 21 Each; signs, Type II, reflective, 110.26 S.F.; construction staking, storm sewer system, 9 Each; construction staking, subgrade, 2,814 L.F.; construction staking, crushed aggregate base course, 2,814 L.F.; construction staking, curb, gutter, and concrete curb and gutter, 3,336 L.F.; construction staking, structure layout, Structure B-70-210, 1 L.S.; construction staking, initial layout, 2,814 L.F.; pipe underdrain, 96 L.F. 6"; pipe underdrain, unperforated, 40 L.F. 6", 145 L.F. 12"; reinforced concrete pipe, storm sewer, 170 L.F. 12", 140 L.F. 18"; concrete curb, 455 L.F.; concrete curb and gutter, 2,895 L.F.; concrete sidewalk, 1,910 S.F.; steel plate beam guard, 2,369 L.F.; steel plate beam guard, energy absorbing terminals, 2 Each; asphaltic surface, 23 tons; asphaltic concrete pavement, Type E-0.3, 2,401 tons; asphalt MS, SS, CSS, 220 gals.; asphalt, 175 tons; chain link fence, vinyl coated, 8-foot, 420 L.F.; pulverized topsoil, 10,831 S.Y. For further information, contact: Bruce Enke, (920) 492-5659. 8. Main Street, City of Neenah, (Neenah Slough Bridge - Doty Avenue); Main Street, City of Neenah, (Green Bay Road - Neenah Slough Bridge and Doty Avenue - Wisconsin Avenue); Main Street, Bicycle Facility, (Green Bay Avenue - Mayer Street and Doty Street - Wisconsin Avenue); Winnebago County; 4993-00-72, STP 2001 (012); 4993-00-74, STP 2001 (013); 4993-00-86, STP 2001 (014); Local Streets; 1.785 km; Structures B-70-223 and R-70-6, grading, base course, concrete and asphaltic paving, curb and gutter, storm sewer, concrete sidewalk, signals, lighting, and pavement marking. Guaranty Required $100,000.00 Plan Remittance $15.00 Estimate of Principal Items: Common excavation, 17,740 m3; borrow excavation, 79,638 m3; structure backfill, 1,490 m3; crushed aggregate base course, 17,631 Mg; crushed aggregate base course, open graded, No. 2, 6,179 Mg.; concrete pavement, 27,966 m2; concrete masonry, bridges, 1,430 m3; concrete masonry, retaining walls, 377 m3; prestressed girders, 1,129 m 1,145 mm; bar steel reinforcement, 59,640 kg; coated bar steel reinforcement, 105,890 kg; structural carbon steel, 30 kg; cast-in-place concrete piling, 5,002 m 273 mm; pavement marking, epoxy, 7,741 m; breaker run stone, 1,000 Mg; expansion device, B-70-223, 1 L.S.; slope paving, crushed aggregate, 615 m2; chain link fence, 1.5 m, 88 m; construction staking, storm sewer system, 125 Each; construction staking, subgrade, 2,210 m; construction staking, curb, gutter, and curb and gutter, 1,232 m; construction staking, structure layout, 2 L.S.; construction staking, concrete pavement, 1,803 m; construction staking, initial layout, 2,383 m; nonmetallic conduit, 2,077 m; pull boxes, 25 Each; concrete bases, 34 Each; concrete pavement joint sealer, 23,998 m2; painting concrete structure, 1,420 m2; anti-graffiti coating, 1,420 m2; pipe underdrain, 3,055 m 150 mm; polyvinyl chloride pipe, storm sewer, 38 m 150 mm, 8 m 200 mm, 8 m 250 mm, 70 m 300 mm; reinforced concrete pipe, storm sewer, 826 m 300 mm, 254 m 375 mm, 145 m 450 mm, 920 m 600 mm; concrete curb and gutter, 7,714 m; concrete sidewalk, 6,608 m2; steel plate beam guard, 106 m; steel plate beam guard, energy absorbing terminals, 4 Each; asphaltic concrete pavement, Type E-10, 1,481 Mg; asphalt MS, SS, CSS, 655 L; asphalt, 80 Mg; pipe railing, 100 m; salvaging traffic controller and cabinet, 1 L.S.; light poles, 24 Each; luminaires, 250W, HPS, Special, 24 Each; remove existing street light poles and fixtures, 14 Each; installing signal heads, 25 Each; installing signal standards, arms, and poles, 13 Each; installing signal pedestal bases and transformer bases, 10 Each. For further information, contact: Bruce Enke, (920) 492-5659. 9. Congress Street, City of Oshkosh, Fox River; Winnebago County; 6180-08-60; STH 21; 0.000 Miles; Structure repainting of B-70-91; cleaning and priming of the structure; and collecting and storing, in approved hazardous waste containers, the spent material and paint residue. Guaranty Required $20,000.00 Plan Remittance $1.00 Estimate of Principal Items: Portable decontamination facility, 1 L.S.; containment and collection of waste materials, Structure B-70-91, 1 L.S.; structure repainting, Class C, Structure B-70-91, 1 L.S.; structure repainting, recycled abrasive, Structure B-70-91, 1 L.S.; structure repainting, cleaning and priming, 1 L.S. For further information, contact: Bruce Enke, (920) 492-5659. 10. Stevens Point - Waupaca, Portge County Line - Anderson Road; Waupaca County; 6290-07-70, NH 2001 (015); USH 10; 9.009 km; Clearing and grubbing. Guaranty Required $6,000.00 Plan Remittance $4.00 Estimate of Principal Items: Clearing, 297 40m units; grubbing, 274 40m units; silt fence, 1,310 m; seeding, temporary, 5,597.3 kg. For further information, contact: Lynn Saeger, (715) 421-8391 or Philip Wilson, (715) 421-8330. 11. DEFERRED 12. Oakdale Avenue, Town of Portland, E. Branch Coon Creek Bridge and Approaches; Monroe County; 5016-03-71, BR 2001 (017); Town Road; 0.076 Miles; Grading, base, asphaltic surface, and structure. Guaranty Required $6,000.00 Plan Remittance $2.00 Estimate of Principal Items: Common excavation, 217 C.Y.; borrow excavation, 80 C.Y.; structure backfill, 310 C.Y.; crushed aggregate base, 418 C.Y.; concrete masonry, bridges, 147 C.Y.; bar steel reinforcement, 15,520 lbs.; coated bar steel reinforcement, 2,010 lbs.; steel piling, 280 L.F. 10"; asphaltic surface, 168 tons. For further information, contact: Bill Sheppard, (608) 785-9046. 13. Cashton - Ontario Road, (Brush Creek Bridges); Monroe County; 5100-09-71, BR 2001 (018); STH 33; 0.610 km; Grading, base, asphaltic pavement, steel plate beam guard, four structures, and culvert pipes. Guaranty Required $75,000.00 Plan Remittance $8.00 Estimate of Principal Items: Common excavation, 7,974 m3; rock excavation, 1,750 m3; borrow excavation, 15,408 m3; granular backfill, 710 m3; crushed aggregate base, 11,100 Mg; concrete masonry, bridges, 514 m3; concrete masonry, culverts, 145 m3; prestressed girders, 169.3 m 710 mm; bar steel reinforcement, 18,275 kg; coated bar steel reinforcement, 25,330 kg; steel piling, 488 m 250 mm; pavement marking, paint, 2,350 m; pavement marking, epoxy, 2,990 m; corrugated steel culvert pipe, 8 m 300 mm, 14 m 450 mm, 83 m 600 mm; reinforced concrete culvert pipe, 56 m 1,800 mm; steel thrie beam structure approach, 121.2 m; steel plate beam guard, energy absorbing terminal, 12 Each; asphaltic surface, 670 Mg; asphaltic concrete pavement, Type E-3, 2,030 Mg; asphalt MS, SS, CSS, 910 L; asphalt, 129 Mg; structure backfill, 1,416 m3; breaker run stone, 4,000 Mg. For further information, contact: William Sheppard, (608) 785-9046. 14. CTH I - CTH D, (West Branch Pine River Bridge and Approaches); Richland County; 5455-04-71, BR 2001 (019); CTH H; 0.057 Miles; Grading, base, asphaltic surface, and structure. Guaranty Required $20,000.00 Plan Remittance $3.00 Estimate of Principal Items: Common excavation, 1,097 C.Y.; borrow excavation, 389 C.Y.; structure backfill, 256 C.Y.; crushed aggregate base, 392 ton; concrete masonry, bridges, 164 C.Y.; bar steel reinforcement, 18,370 lbs.; coated bar steel reinforcement, 2,350 lbs.; steel piling, 200 L.F. 10"; pavement marking, epoxy, 1,570 L.F.; culvert pipe, 45 L.F. 18"; asphaltic surface, 174 tons; asphalt MS, SS, CSS, 20 gals.; breaker run stone, 144 C.Y. For further information, contact: Dale A. Oestreich, (608) 785-9395. 15. District Wide Special Pavement Marking; District 7 Wide; 1007-16-70; Various Highways; 0.000 Miles; Special pavement marking; wayside and handicap pavement marking. Guaranty Required $20,000.00 Plan Remittance $2.00 Estimate of Principal Items: Pavement marking, channelizing, epoxy, 128 L.F.; railroad crossing, epoxy, 21 Each; stopline, epoxy, 4,752 L.F.; crosswalk, epoxy, 52 L.F.; arrows, epoxy, 302 Each; words, epoxy, 133 Each; island nose, epoxy, 97 Each; aerial lines, 24-Inch, 924 L.F.; rumble strips, 12,223 S.F.; pavement marking, diagonal, 12-Inch, epoxy, 5,718 L.F., diagonal, 24-Inch, epoxy, 634 L.F., curb, epoxy, 3,759 L.F., parking stall, epoxy, 7,091 L.F., access aisle, epoxy, 2,851 L.F.; removing pavement markings, 25,890 L.F. For further information, contact: Allan J. Peterson, (715) 365-5749 16. CTH M - CTH W; Vilas County; 1177-07-60; USH 51; 15.177 Miles; Asphaltic pavement, crushed aggregate shoulders, and culvert pipe replacements. Guaranty Required $75,000.00 Plan Remittance $2.00 Estimate of Principal Items: Common excavation, 1,250 C.Y.; granular backfill, 400 C.Y.; crushed aggregate base, 20,300 ton; pavement marking, epoxy, 218,459 L.F.; reinforced concrete culvert pipe, 244 L.F. 24"; curb and gutter, 158 L.F.; adjusting steel plate beam guard, 3,500 L.F.; asphaltic surface, 870 tons; asphaltic concrete pavement, Type E-3, 39,500 tons; asphalt MS, SS, CSS, 16,400 gals.; asphalt, 2,370 tons; removing asphaltic surface, milling, 3,600 S.Y.; construction staking, pipe culverts, 3 Each; disintegrated red granite base course, 20 C.Y. For further information, contact: Al Peterson, (715) 365-5749. 17. Maple Street - Sutliff Avenue, Davenport Street, City of Rhinelander; Oneida County; 9997-17-70, STP 2001 (020); Local Street; 0.272 Miles; Milling, grading, base, salvaged pavement base course, asphaltic pavement, curb and gutter, and storm sewer. Guaranty Required $20,000.00 Plan Remittance $3.00 Estimate of Principal Items: Common excavation, 3,292 C.Y.; crushed aggregate base, 1,908 ton; concrete driveway, 113 S.Y.; salvaged pavement base course, 2,191 tons; reinforced concrete pipe, Class III, storm sewer, 286 L.F. 12", 977 L.F. 18", 210 L.F. 30"; curb and gutter, 2,618 L.F.; concrete sidewalk, 9,166 S.F.; removing asphaltic surface, milling, 5,877 S.Y.; asphaltic concrete pavement, Type E-1, 1,427 tons; asphalt MS, SS, CSS, 148 gals.; asphalt, 83 tons; construction staking, storm sewer system, 20 Each, subgrade, 1,435 L.F., crushed aggregate base course, 1,435 L.F., curb and gutter, 2,618 L.F., initial layout, 1,435 L.F. For further information, contact: Allen Peterson, Design Supervisor, (715) 365-5749. 18. Structure Maintenance Repairs, Lake Delton - Madison Road (Over Mirror Lake); Sauk County; 1010-01-68; IH 90 / 94; 0.000 Miles; Traffic control and structure repainting. Guaranty Required $20,000.00 Plan Remittance $1.00 Estimate of Principal Items: Structure repainting, overcoat, B-56-47, 1 L.S., B-56-48, 1 L.S.; structure, vacuum shrouded power tool, 7,440 S.F.; structure, pressure wash, B-56-47, 1 L.S., B-56-48, 1 L.S.; portable decontamination facility, 1 L.S. For further information, contact: Mr. Matthew Murphy, (608) 246-3250. 19. Structure Maintenance Repairs, Lake Delton - Madison Road, CTH K Bridge; Columbia County; 1011-01-61; IH 90 / 94; 0.000 Miles; Removing asphaltic surface, milling, concrete masonry overlay, decks, and expansion device. Guaranty Required $2,000.00 Plan Remittance $2.00 Estimate of Principal Items: Crushed aggregate base, 20 C.Y.; concrete masonry, overlay, decks, 58 C.Y.; coated bar steel reinforcement, 6,000 lbs.; pavement marking, epoxy, 1,320 L.F.; expansion device, strip seal, 3 Each, compression seal, 2 Each; removing bearings, 22 Each; asphaltic surface, 26 tons; asphalt MS, SS, CSS, 10 gals.; removing asphaltic surface, milling, 260 S.Y.; shaping shoulders, 2 Stations; preparation, decks, 67 S.Y.; cleaning, decks, 665 S.Y.; joint repair, 93 S.Y. For further information, contact: Mr. Matthew Murphy, (608) 246-3250. 20. Structure Maintenance Repairs, Portage - East County Line Road, (Fox River Bridge); Structure Maintenance Repairs, STH 146 - East County Line, (Friesland Overhead); Structure Maintenance Repairs, State Street, City of Fox Lake, (Fox Lake Outlet); Columbia and Dodge Counties; 6040-00-60; 6040-01-60; 6070-00-61; STH 33; 0.000 Miles; Traffic control and structure repainting. Guaranty Required $20,000.00 Plan Remittance $2.00 Estimate of Principal Items: Asphaltic surface, 50 tons; structure repainting, recycled abrasive, Structure, B-11-122, 1 Lump Sum, Structure B-11-66, 1 Lump Sum, Structure B-14-39, 1 Lump Sum; portable decontamination facility, 1 Lump Sum; shaping shoulders, 5 Stations; removing asphaltic surface, 57 S.Y.; temporary pavement marking, 7,425 L.F.; generator, 31 Days; negative pressure containment and collection of waste materials, 3 Lump Sums. For further information, contact: Mr. Matthew Murphy, (608) 246-3250. 21. Lighting Improvements; Holt Avenue Park and Ride Lot, I-94 and Holt Avenue; Nashotah Park and Ride Lot, STH 16 and Waukesha CTH C; Big Bend Park and Ride Lot, I-43 and STH 164; Milwaukee and Waukesha Counties; 1000-06-97, STP 2001 (021); 1000-23-75; 1000-23-94; 1000-23-95; Various Locations; Non-Highway; 0.000 Miles; Grading, base, asphaltic pavement, curb and gutter, sidewalk, beam guard, signing, pavement marking, lighting, high mast lighting towers, and fencing. Guaranty Required $40,000.00 Plan Remittance $10.00 Estimate of Principal Items: Common excavation, 1,834 C.Y.; borrow excavation, 3,164 C.Y.; crushed aggregate base, 2,472 ton; concrete pavement, 63 S.Y.; concrete masonry, sign support, 13.2 C.Y.; bar steel reinforcement, sign support, 788 lbs.; high strength structural steel, sign support, 7,944 lbs.; pavement marking, epoxy, 13,812 L.F.; chain link fence, 410 L.F.; signs, Type I, 1,203 S.F.; signs, Type II, reflective, 354 S.F.; conduit, 871 Each; Type UF cable, 315 L.F.; electrical wire, 3,552 L.F.; corrugated steel culvert pipe, 76 L.F. 12"; reinforced concrete culvert pipe, 62 L.F. 24"; concrete curb, 34.5 L.F.; curb and gutter, 648 L.F.; concrete sidewalk, 1,705 S.F.; steel plate beam guard, 357 L.F.; asphaltic concrete pavement, Type E-3, 4,087 tons; asphalt MS, SS, CSS, 481 gals.; asphalt, 226 tons; high mast lighting tower, 7 L.S.; poles, 4 Each. For further information, contact: Jeffry Reedy, (262) 521-4414. 22. Harwood Avenue and Harmonee Avenue, (Glenview Avenue to Menomonee River Parkway); Milwaukee County; 2166-00-71; STH 181; 0.277 Miles; Milling, asphaltic pavement, base patching, pavement marking, and rosphalt 50 surface on B-40-0529. Guaranty Required $20,000.00 Plan Remittance $2.00 Estimate of Principal Items: Common excavation, 5 C.Y.; crushed aggregate base, 15 ton; concrete masonry, base patching, 2 C.Y.; pavement marking, epoxy, 3,977 L.F.; asphaltic concrete pavement, rosphalt 50, 330 tons; joint and crack repair, 100 L.F.; curb and gutter, 93 L.F.; concrete sidewalk, 230 S.F.; asphaltic surface, patching, 15 tons; asphaltic concrete pavement, Type E-3, 650 tons; asphalt MS, SS, CSS, 100 gals.; asphalt, 331 tons; removing asphaltic surface, milling, 7,400 S.Y.; preparation, decks, 145 S.Y.; full depth deck repair, 5 S.Y.; cleaning decks, special, 1 Lump Sum; SHES base patch, concrete, 74 S.Y. For further information, contact: Tony Barth, (262) 548-6899. 23. South County Line - CTH C; Manitowoc County; 1224-06-71, IM 2001 (022); IH 43; 10.177 km; Concrete pavement repair, asphaltic resurfacing, base course for shoulders, upgrade beam guard and median crossovers, asphaltic deck overlays and bridge maintenance repairs on seven structures, and pavement marking. Guaranty Required $75,000.00 Plan Remittance $5.00 Estimate of Principal Items: Crushed aggregate base course, 10,236 Mg; concrete pavement, 945 m2; concrete masonry, bridges, 56 m3; concrete masonry, deck patching, 14 m3; bar steel reinforcement, 4,581 kg; preparation, decks, 152 m2; pavement marking, epoxy, 65,515 m; removing pavement, butt joints, 10,815 m2; removing asphaltic surface, butt joints, 1,220 m2; continuous concrete pavement reinforcement, 3,885 m2; concrete pavement repair, 697 m3; expansion devices, structure, 4 L.S.; joint repair, 153 m2; temporary precast concrete barrier, 800 m; asphaltic shoulder rumble strip, 48,261 m; pavement marking, raised markers, 1,030 Each; temporary pavement marking, removable tape, 7,460 m; sawing existing pavement, 3,618 m; sawing concrete pavement, full depth, 6,000 m; sawing pavement, deck preparation areas, 459 m; sheet membrane waterproofing, 4,204 m2; steel plate beam guard with steel posts, 2,087 m; steel plate beam guard, energy absorbing terminals, 24 Each; asphaltic concrete pavement, Type E-0.3, 24,750 Mg; asphaltic concrete pavement, Type E-10, 52,136 Mg; asphalt MS, SS, CSS, 107,175 L; asphalt, 4,638 Mg; grouting bridge decks, 5 L.S.; grading, shaping and finishing for beam guard anchorages, 30 Each. For further information, contact: Rebecca Rooyakkers, (920) 492-2394. 24. CTH C - USH 10; Manitowoc County; 1224-07-71, IM 2001 (023); IH 43; 10.380 Miles; Concrete pavement repair, asphaltic paving, base course shoulders, upgrade beam guard and median crossovers, asphaltic deck overlays on nine bridges, concrete deck overlays on three bridges, and pavement marking. Guaranty Required $100,000.00 Plan Remittance $6.00 Estimate of Principal Items: Crushed aggregate base course, 18,366 ton; concrete pavement, 753 S.Y.; concrete masonry, deck patching, 46 C.Y.; bar steel reinforcement, 2,420 lbs.; preparation, decks, 809 S.Y.; pavement marking, epoxy, 263,470 L.F.; removing pavement, butt joints, 7,160 S.Y.; removing asphaltic surface, butt joints, 890 S.Y.; continuous concrete pavement reinforcement, 5,768 S.Y.; concrete pavement repair, 1,298 C.Y.; expansion devices, structure, 2 L.S.; cleaning decks, 5,168 S.Y.; joint repair, 38 S.Y.; concrete masonry, overlay, decks, 259 C.Y.; temporary precast concrete barrier, 4,641 L.F.; slope paving, concrete, 800 S.Y.; asphaltic shoulder rumble strip, 209,056 L.F; pavement marking, raised markers, 1,280 Each; temporary pavement marking, removable tape, 22,002 L.F.; steel plate beam guard with steel posts, 8,253 L.F.; steel plate beam guard, energy absorbing terminals, 20 Each; asphaltic concrete pavement, Type E-0.3, 56,345 tons; asphaltic concrete pavement, Type E-10, 85,487 tons; asphalt MS, SS, CSS, 35,744 gals.; asphalt, 8,510 tons; sawing existing pavement, 15,484 L.F.; sawing concrete pavement, full depth, 25,196 L.F.; grouting bridge decks, 12 L.S.; sawing pavement, deck preparation areas, 1,729 L.F.; saw, rout, and seal expansion joints, 3,720 L.F.; sheet membrane waterproofing, 5,802 S.Y.; grading, shaping and finishing for beam guard terminals and anchorages, 23 Each. For further information, contact: Becky Rooyakkers, (920) 492-2394. 25. Shenell Drive, (Branch of Mill Creek Bridge and Approaches), Town of Sylvan; Richland County; 5367-02-73, BR 2001 (024); Town Road; 0.043 Miles; Grading, base course, asphaltic surface, and structure. Guaranty Required $6,000.00 Plan Remittance $2.00 Estimate of Principal Items: Common excavation, 95 C.Y.; borrow excavation, 140 C.Y.; structure backfill, 300 C.Y.; crushed aggregate base, 250 C.Y.; concrete masonry, bridges, 131 C.Y.; bar steel reinforcement, 13,060 lbs.; coated bar steel reinforcement, 2,170 lbs.; steel piling, 220 L.F. 10"; culvert pipe, 46 L.F. 18"; asphaltic surface, 80 tons. For further information, contact: Mr. Dale Oestreich, P.E., (608) 785-9395. 26. Hudson - Eau Claire Road, USH 12 - STH 65; St. Croix County; 1020-04-77, IM 2001 (025); IH 94; 5.568 Miles; Removing asphaltic surface, milling, concrete base patching, asphaltic pavement, and structure rehabilitation. Guaranty Required $75,000.00 Plan Remittance $4.00 Estimate of Principal Items: Crushed aggregate base, 10,310 ton; concrete masonry, overlay, decks, 213 C.Y.; pavement marking, paint, 132,300 L.F.; pavement marking, epoxy, 138,700 L.F.; asphaltic concrete pavement, Type E-0.3, 7,417 tons, E-30X, 13,135 tons, SMA, 21,982 tons; asphaltic shoulder rumble strip, 117,600 L.F.; steel plate beam guard, 16,467 L.F.; steel plate beam guard, energy absorbing terminals, 23 Each; asphalt MS, SS, CSS, 10,449 gals.; asphalt, 1,207 tons; removing asphaltic surface, milling, 2,528 S.Y.; removing asphaltic surface, milling, 17,854 tons; base patching, concrete, 640 S.Y.; preparation, decks, 419 S.Y.; cleaning, decks, 1,985 S.Y. For further information, contact: Dan Penzkover, (715) 833-5564. 27. Hudson - Menomonie Road, Hudson Port of Entry, ITS: Signing / Yellow Flashers / HAR, Highway Advisory Radio; St. Croix County; 1020-05-92, ITS 9855 (001); IH 94; 0.000 Miles; Installation of highway advisory radio and associated signing and flashers. Guaranty Required $2,000.00 Plan Remittance $2.00 Estimate of Principal Items: Concrete masonry, sign supports, 2.4 C.Y.; bar steel reinforcement, 136 lbs.; high strength structural steel, 1,144 lbs.; highway advisory radio assembly, 1 Each; communications software, 1 Each; highway advisory radio flasher controller, 2 Each; signs, Type 1, 143 S.F.; nonmetallic conduit, 260 L.F.; pull boxes, 3 Each; concrete bases, 2 Each; transformer bases, 2 Each. For further information, contact: Dan Penskover, (715) 833-5564. 28. River Falls - I-94 Road, (CTH FF - CTH N); St. Croix County; 7200-04-72; STH 35; 1.845 Miles; Mill and relay asphaltic pavement, asphaltic pavement, base course, and pavement marking. Guaranty Required $20,000.00 Plan Remittance $1.00 Estimate of Principal Items: Crushed aggregate base, 2,180 ton; pavement marking, epoxy, 32,956 L.F.; asphaltic surface, 24 tons; asphaltic concrete pavement, Type E-1, 5,700 tons; asphalt MS, SS, CSS, 2,600 gals.; asphalt, 342 tons; asphaltic joint sawing and sealing, 7,320 L.F.; mill and relay asphaltic pavement, 32,943 S.Y. For further information, contact: Dan Penzkover, (715) 833-5564. 29. STH 169 - CTH C; Ashland County; 1610-24-71, STP 2001 (026); STH 13; 3.480 km; Grading, base course, asphaltic pavement, curb and gutter, and pavement marking. Guaranty Required $75,000.00 Plan Remittance $8.00 Estimate of Principal Items: Common excavation, 188,295 m3; rock excavation, 23,184 m3; marsh excavation, 1,921 m3; selected borrow excavation, 2,881 m3; crushed aggregate base, 7,998 Mg; crushed aggregate base, open graded, 21,715 Mg; pavement marking, epoxy, 9,759 m; breaker run stone, 34,056 Mg; culvert pipe, 168.3 m 450 mm; reinforced concrete pipe, 4.9 m 750 mm, 57.9 m 900 mm, 107.9 m 1,050 mm; pipe underdrain, 488 m 150 mm; curb and gutter, 48.6 m; asphaltic surface, 268 Mg; asphaltic concrete pavement, Type E-3, 11,559 Mg; asphalt MS, SS, CSS, 6,590 L; asphalt, 694 Mg. For further information, contact: Dave Tunell, (715) 392-7956. By order of: Michael A. Cass, P.E. Administrator Division of Transportation Infrastructure Development 18 1