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HomeMy WebLinkAbout04/11/2011Council Work Session April 11, 2011 3:50 p.m. Council Chambers Roll Call. Approval of Agenda, as proposed or amended. 1. The Next Pop Icon presentation by Christoper Starr from CSP MUSIC GROUP ADJOURNMENT Suzy Schares City Clerk ALL MUSICAL GENRES WELCOME Recording contract 50 Hours of studio time Custom music production Audio mixing Digital audio mastering Image consulting Artist development Digital media kit Photo shoot CD graphics 3-Song demo package Professional music video World wide digital 1,000 Copies for distribution Electronic press kit Media publicity Press interviews Radio air play Air fare to Atlanta Hotel accommodations In -Person Audition Dates Jameson Public House: 318 East 4th Street, Waterloo, Iowa March 18, 201 4-7pm $10.00 April 1, 2011 4-7pm $25.00 April 15, 20 4-7pm $35.00 www.T, aNEYT?nplCON.com (888) 235-1553 - - JAMESON'S `°"" id -Term MEDIA ADVISORY By going home to give back to Waterloo, Christopher Starr—CSP Music Group principal and Atlanta -based music producer— hopes to address the lack of creative opportunities for so many talented individuals in this depressed economy. CSP Music Group's mission is to provide a community service to Waterloo's youth and adults because they understand that they hold the key to our present and future success. WHO: CSP Music Group Presents' THE NEXT POP ICON' Talent Search WHAT: 10 Finalists will be selected to showcase their musical abilities before a room of their peers and star -making music industry executives. One lucky winner will receive a grand prize music production package valued at $100,000. WHEN: Saturday, April 30, 2011 WHERE: Doors open at 6:00 p.m. Show starts at 7:00 p.m. General admission: $10.00 The Elizabeth A. H. Green Auditorium 214 High Street Waterloo, IA 50703 For additional information on show auditions and the talent search: Visit: www.cspmusicgroup.com Follow: Twitter@cspmgstudios Like: www.facebook.com/TheNextPoplcon For media inquiries contact: Juanita Stephens JS Media Relations: jsmediarel@aol.com ### About CSP Music Group CSP Music Group consists of a diverse team of accomplished producers, composers and writers with expertise in all genres of music. CSP has extensive experience in producing artists in its state-of-the-art studio based in Atlanta. Services provided by CSP Music Group include audio mixing and mastering, custom music production, co -writing and studio sessions. The company recently engaged youth volunteers to support a hunger relief program in Waterloo by spearheading a food drive to benefit the Northeast Iowa Food Bank help Iowans in need. Super Starr: West High grad making waves in the music industry Page 1 of 2 X wcfcourier.com Super Starr: West High grad making waves in the music industry By AMIE STEFFEN, amie.steffen@wcfcourier.com Posted: Thursday, October 7, 2010 11:45 am WATERLOO --- Christopher Starr left his hometown several years ago and made it big as a music producer in Atlanta. But the Waterloo West High graduate doesn't assume musical talent isn't coming out of Waterloo. And this November --- nothing's been set in stone quite yet --- Starr is returning to prove that. "I want to come back there and basically wake up the scene," he said. So Starr is holding a talent search for singers and rappers, as well as singer/songwriters with instruments, and giving one lucky winner the chance to strut their stuff in front of producers in Atlanta. He's aware artists have heard that before. "Over the years I know a lot of promises have been made there --- they take their money, basically," Starr said. This one promises to give a grand prize of airfares and accommodations in Atlanta, along with meeting producers and getting in a studio. The show is going to be free for talent as well as spectators, at least the first time --- Starr plans more, possibly two per year. "It's to get their hopes up and let them know this will really happen," he said. When he was coming up, Starr and friend Warren Wortham, who now works for Hawkeye Community College's Martin Luther King Jr. Center, both formed hip -hop groups together in high school. "He was kind of into the Prince -type material," said Wortham, a Waterloo East High graduate. "We've both been into the music thing, but he pursued music pretty heavily." Starr said that was part of his plan from the beginning. "I always wanted to try to make something bigger than what I had going on (in Waterloo)," Starr said. Since high school, Starr has been all over the map in his career --- learning about the business in Milwaukee, recording in Los Angeles and working with a record label in Minneapolis, where he learned the tricks of the trade he now excels at in his Atlanta -based CSP Music Group. His first big break in Atlanta, however, was getting a track onto a 2001 Christina Aguilera album of 1996 demo songs, "Just Be Free," on which Starr is credited as co -producing and remixing the track. The song, fittingly, is called, "Our Day Will Come," a cover of a 1963 song by Ruby and the Romantics. "I was sweating night and day hoping they would select the song," Starr remembered. "I knew it was gonna take that to catapult the rest of what I wanted to do. When I did that, that's when all the other doors started opening up." Starr has worked with artists like R&B artist Bobby Valentino, Atlanta rapper Gorilla Zoe and Mississippi hip -hop artist David Banner. He also works with up-and-coming talent like burgeoning group Travis Porter, a hip -hop group based in Atlanta. None of it surprises Wortham. "Chris is the type who is not afraid to take risks," Wortham said. "If he can't get there directly, he'll find a way to get there." Just like he'll be assuring musicians in Waterloo that they can make it, Starr wants to tell those who want to work behind the scenes in the music business that working hard will get them there as well. http://wcfcourier.com/entertainment/music/article_bd77ca0e-13e0-5a28-a747-0cf5a9e801 e... 4/11/2011 Super Starr: West High grad making waves in the music industry Page 2 of 2 "It is a really tough business to break into, but the more you stick with it, line yourself up in positions, put yourself in places where opportunities will be there for you, open your eyes --- that's gonna be the biggest key for doing that," Starr said. http://wcfcourier.com/entertainment/music/article bd77ca0e-13e0-5a28-a747-0cf5a9e801e... 4/11/2011 Music producer looking for Waterloo's next big star Page 1 of 1 wcfcourier.com Music producer looking for Waterloo's next big star By AMIE STEFFEN, amie.steffen@wcfcourier.com I Posted: Thursday, March 24, 2011 12:00 pm WATERLOO, Iowa --- If you're trying to make a career in music and live in the Cedar Valley, chances are you haven't gotten the opportunities you've been wanting. Christopher Starr knows all about it. "I think a lot of (musicians) have gone astray --- they've been burned a lot," the CSP Music Group producer and Waterloo native said. "We want to come back and give them an opportunity." That opportunity is a big one: Starr is giving one lucky singer or rapper a recording contract with CSP, 50 hours of studio time in his Atlanta studios, airfare, accommodations, and extensive publicity, promotion and a three -song demo package. And it will all go to a winner from Waterloo. Starr, a native of Waterloo and a West High grad, wanted to come back to his city --- where he believes a lot of talent resides --- and find someone worthy of a recording contract. "I was there over the summer last year and 1 saw people were just there, but not guided in the right direction," he said. "I wanted to come back and give them some direction, give them the opportunity to get them in front of some judges." And it's not just empty promises with Starr. He's in the middle of auditions for "The Next Pop Icon 2011," with a series of three auditions at Jameson's Public House in downtown Waterloo. The next two in -person auditions will be 4 to 7 p.m. April 1 and April 15 at Jameson's. Participants must be 12 or older. Contestants perform a 90-second a cappella audition in front of a camera, which is then uploaded to thenextpopicon.com. Similarly, contestants also may directly upload their own 90-second audition to the site to be entered. The top 10 contestants then move on to the finals at 7 p.m. April 30 at the Elizabeth A.H. Green Auditorium at East High School. They'll perform "American Idol" -style in front of a panel of Starr and three other judges --- all industry executives at places like Jive Records and Universal Music. They'll be critiqued on their performances and one winner will be picked that night to win the grand prize Starr said is valued at more than $100,000. The first audition was March 18. Starr didn't do much advertising for it, but got around 15 contestants. Entry fee is $25 before April 1 or $35 from April 1-15. "I think there's a lot of talent there from what I've seen at the first audition and when I first came a year ago," Starr said. And he said it won't be the only time he comes back. "I want to make it bigger and better every year," he said. http://wcfcourier.com/entertainment/music/article_8ddbb305-0e4b-5d 18-8ac6-8727e9a6e0... 4/11/2011 Council Work Session April 11, 2011 4:05 p.m. Council Chambers Roll Ca11. Approval of Agenda, as proposed or amended. 1. Asphalt vs. Concrete Life Cycle Presented by Doug Schindel of AECOM. ADJOURNMENT Suzy Schares City Clerk AECOM April 8, 2011 Honorable Mayor Buck Clark City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Subject: Life Cycle Costs Analysis F.Y. 2011 Street Reconstruction Program City of Waterloo, Iowa City Contract No. 798 Dear Mayor Clark: AECOM 319.232.6531 tel 501 Sycamore Street 319.232.0271 fax Suite 222 Waterloo, Iowa 50703 www.aecom.com In order to provide a life -cycle cost analysis of the FY 2011 Street Reconstruction Program for the City of Waterloo, we have reviewed the Plans, Specifications and the Bid Tabulation for the project. Life -cycle analysis for alternative pavement designs is very project specific. Several elements need to be considered in performing an exact life -cycle analysis. These elements include the following: • Alternative Pavement Designs • Initial Cost of the Project • Cost for Maintenance Over the Life of the Project • Users Cost Over the Life of the Project • Future Rehabilitation Cost • Salvage Value of the Project at the End of the Life -Cycle For this determination, we reviewed the alternative pavement designs and determined them to be equivalent. In addition, to simplify the analysis we considered the maintenance cost and the users cost to be essentially equal for each design. We proposed a life -cycle of 25-years and a zero salvage value for each design. We identified a proposed rehabilitation plan for each pavement type for the 25-year life -cycle. This rehabilitation plan is based on what various state agencies use and our professional opinion based on the individual pavement designs and our knowledge of the region. A rehabilitation plan is developed specific to the project, and quantities are determined for each rehabilitation activity. Unit costs for the rehabilitation items were taken from the Iowa DOT Summary of Awarded Contract Prices for 2010. The total contract for the FY 2011 Street Reconstruction Program includes a significant amount of utility work. The pavement sections were broken out as Alternate A (HMA Pavement Section) and as Alternate B (PCC Pavement Section). The future rehabilitation plan was developed for each of the pavement sections. Attached is a summary of the future pavement rehabilitation plan for each pavement section. The values for pavement rehabilitation were then brought to a present worth. We used an interest rate equal to the city's current bonding rate of 1.9 percent. These present worth values were then added to,the initial costs of the project based on the bids received. The life -cycle cost comparison for the two bids shows the following. AECOM Honorable Mayor Buck Clark April 8, 2011 Page 2 Present Worth Cost of PCC Pavement Design Present Worth Cost of HMA Pavement Design $5,783,659.24 $5,297,745.77 Based on this analysis for this project, the HMA pavement design section is annualized cost savings associated with selecting the HMA bid over the PCC per year over the 25-year life. As a result, we would recommend acceptance of the HMA bid received from $4,251,258.60 for this FY 2011 Street Reconstruction Program project. Yours sincerely, L:\wo rk\HDM IN\TRNSCR\LETTERS\bcLifeCycleC ostAnalysis.docx the most cost effective. The bid is approximately $24,600 Aspro, Inc., in the amount of Life Cycle Cost Analysis FY 2011 Street Reconstruction Program City of Waterloo, Iowa Contract No: 798 Present Worth is Sum of the Following Items Initial Cost Present worth of Maintenance Cost Present Worth of Users Cost Present worth of Rehabilitation Cost Present Worth of Salvage Value For this evaluation the following items were assumed to be Equal between Pavement types Maintenance Cost Users Cost Salvage Value Present worth of PCC Rehabilitation is as follows Based on an interest rate of 1.90% = to Bond rate for City 5-year $ 75,045.62 0.910183755 $ 68,305.31 10-year $ 287,018.30 0.828434468 $ 237,775.85 15-year $ 389,467.08 0.754027595 $ 293,668.92 20-year $ 415,245.10 0.686303668 $ 284,984.23 Present worth for PCC Pavement Alternative = $ 4,898,924.92 $ 68,305.31 $ 237,775.85 $ 293,668.92 $ 284,984.23 $ 5,783,659.24 Present worth of ACC Rehabilitation is as follows Based on an interest rate of 1.90% = to Bond rate for City 5-year $ 90,059.06 0.910183755 $ 81,970.30 10-year $ 132,935.16 0.828434468 $ 110,128.07 15-year $ 956,255.17 0.754027595 $ 721,042.78 20-year $ 194,295.94 0.686303668 5 133,346.01 Present worth for ACC Pavement Alternative = $ 4,251,258.60 $ 81,970.30 $ 110,128.07 $ 721,042.78 $ 133,346.01 $ 5,297,745.77 The Present Worth difference between the ACC Total Bid and the PCC Total Bid $ 485,913.47 The annual cost savings over a 25-year life by selecting the ACC Bid Total $ 24,597.47 Life Cycle Cost Analysis FY 2011 Street Reconstruction Program City of Waterloo, Iowa Contract No. 798 5-year PCC Rehabilitation 4/7/2011 ITEM NO. DESCRIPTION ESTIMATED QUANTITY UNIT UNIT PRICE EXTENDED TOTAL 1 Mobilization and Demobilization 1 L.S. $ 2,818.62 S 2,818,62 2 Traffic Control 1 L.S. $ 845.58 $ 845.58 3 Full Depth Patching 180 S.V. $ 92.71 S 16,687.80 4 Partial Depth Patching 1,390 S.F. $ 28.55 $ 39,684.50 SUBTOTAL $ 60,036.50 9 LEGAL, ADMINISTRATION AND ENGINEERING $ 15,009.12 TOTAL ESTIMATED PROJECT COST S 75,045.62 10-year PCC Rehabilitation ITEM NO. DESCRIPTION ESTIMATED QUANTITY UNIT UNIT PRICE EXTENDED TOTAL 1 Mobilization and Demobilization 1 L.S. $ 10,780.03 $ 10,780.03 2 Traffic Control 1 L S_ $ 3,234,01 $ 3,234.01 3 Full Depth Patching 460 S.Y. $ 92.71 $ 42,646.60 4 Partial Depth Patching 1.880 S.F. $ 28.55 $ 53,674.00 5 Route and Seal Joints 59,640 L.F. $ 2 00 $ 119,280.00 SUBTOTAL $ 229,614.64 9 LEGAL, ADMINISTRATION AND ENGINEERING $ 57,403.66 TOTAL ESTIMATED PROJECT COST $ 287,018.30 15-year PCC Rehabilitation ITEM NO. DESCRIPTION ESTIMATED QUANTITY UNIT UNIT PRICE EXTENDED TOTAL 1 Mobilization and Demobilization 1 L.S_ $ 14.627.87 $ 14,627.87 2 Traffic Control 1 L.S. $ 4,388,36 5 4,388.36 3 Full Depth Patching 640 S.Y. $ 92.71 5 59,334 40 4 Partial Depth Patching 3,720 S.F. $ 28.55 S 106,206.00 5 Surface Repair (Diamond Grinding) 38,607 S.Y. $ 3.29 $ 127,017.03 SUBTOTAL 5 311.,57766 9 LEGAL, ADMINISTRATION AND ENGINEERING $ 77,893,42 TOTAL ESTIMATED PROJECT COST 5 389,467.08 20-year PCC Rehabilitation ITEM NO. DESCRIPTION ESTIMATED QUANTITY UNIT UNIT PRICE EXTENDED TOTAL 1 Mobilization and Demobilization 1 L.S. $ 15,596,06 $ 15,596.06 2 Traffic Control 1 L.S. $ 4,678.82 $ 4,678.82 3 Full Depth Patching 920 S.Y. $ 92.71 $ 85,293.20 4 Partial Depth Patching 3,760 S.F. $ 2855 $ 107,348.00 5 Route and Seal Joints 59,640 L.F. $ 2.00 $ 119.280.00 SUBTOTAL $ 332,196.08 9 LEGAL, ADMINISTRATION AND ENGINEERING $ 83,049.02 TOTAL ESTIMATED PROJECT COST $ 415,245.10 Life Cycle Cost Analysis FY 2011 Street Reconstruction Program City of Waterloo, Iowa Contract No. 798 5-year ACC Rehabilitation 4/7/2011 ITEM NO. DESCRIPTION ESTIMATED QUANTITY UNIT UNIT PRICE EXTENDED TOTAL 1 Mobilization and Demobilization 1 L.S. $ 3,382.50 $ 3,382.50 2 Traffic Control 1 L.S. $ 1,014.75 $ 1,014.75 3 Partial Depth Patching 150 Ton $ 174.00 5 26,100.00 4 Route and Seal Joint at Curb & Gutter 20,775 L.F. $ 2.00 $ 41,550.00 SUBTOTAL $ 72,047.25 9 LEGAL, ADMINISTRATION AND ENGINEERING 5 18,011.81 TOTAL ESTIMATED PROJECT COST $ 90,059.06 10-year ACC Rehabilitation ITEM NO_ DESCRIPTION ESTIMATED QUANTITY UNIT UNIT PRICE EXTENDED TOTAL 1 Mobilization and Demobilization 1 L.S. $ 4,992 87 $ 4,992.87 2 Traffic Control 1 LS_ $ 1,497.86 5 1,497.86 3 Partial Depth Patching 300 Ton $ 174.00 5 52,200 00 4 Route and Seal Joint at Curb & Gutter 20,775 L.F. $ 2.00 5 41,550.00 5 Route and Seal Thermal Cracks 1,566 L.F. $ 3.90 $ 6,107.40 SUBTOTAL 5 106,348.13 9 LEGAL, ADMINISTRATION AND ENGINEERING S 26,587 03 TOTAL ESTIMATED PROJECT COST $ 132,935.16 15-year ACC Rehabilitation ITEM NO. DESCRIPTION ESTIMATED QUANTITY UNIT UNIT PRICE EXTENDED i TOTAL 1 Mobilization and Demobilization 1 L.S. $ 35,91569 5 35,915.69 2 Traffic Control 1 L.S_ 5 10,774.71 5 10,774.71 3 Partial Depth Patching 450 Ton $ 174.00 $ 78,300.00 4 Route and Seal Joint at Curb & Gutter 20,775 L.F. $ 2.00 $ 41,550.00 5 Route and Seal Thermal Cracks 1,566 L.F. $ 3.90 S 6,107.40 a Curb & Gutter Replacement 5,194 L.F. $ 33.50 $ 173,999.00 7 Pavement Milling (2') 33,793 S.Y. $ 1.78 $ 60,151.54 8 Pavement Overlay (2') 33,793 S.Y. $ 10.60 $ 358205.80 SUBTOTAL 5 765,004.13 9 LEGAL, ADMINISTRATION AND ENGINEERING $ 191,251.03 TOTAL ESTIMATED PROJECT COST $ 956,255.17 20-year ACC Rehabilitation ITEM NO. DESCRIPTION ESTIMATED QUANTITY UNIT UNIT PRICE EXTENDED TOTAL 1 Mobilization and Demobilization 1 L.S. $ 7,297 50 $ 7,297.50 2 Traffic Control 1 L.S. $ 2,189.25 $ 2,189.25 3 Partial Depth Patching 600 Ton $ 174.00 $ 104,400_00 4 Route and Seal Joint at Curb & Gutter 20,775 L.F. $ 2.00 $ 41,550 00 SUBTOTAL $ 155,436.75 9 LEGAL, ADMINISTRATION AND ENGINEERING $ 38,859.19 F.Y. 2011 STREET RECONSTRUCTION PROGRAM - CONTRACT NO.7S8 _ bID TABULATION- BIDS OPENED APRIL 4 2011 Bi0ITEM DESCRIPTION ENGR EST ENGR. EST ASPRO ASPRQ • C ENDATIOh UDBT CONC ENDATION TOTAL. + UNIT ! T 3 T• ,;_,_ DIVISION 1 BASE 810.- SECTION I - CONSTRUCT MAMTAINREMDVE TEMPORARYACCESS AND .Rw SY.._ "d00.0 $75,00' $52;500.00 PRP/0.00 141.00 : ee ee 1100.00 2 PAVEMENT SCARIFICATION AND MISC. 41; HMA 160.0 S$0,00.. 594450:00 $7S00 111.250.O0 117 00 3 REMOVE/REPLACE MISC. SEALCOAT W/8" HMA SY 352.0 $d?25. 1_.872200 ,,$3„a.: 00 }14,784:00 350.00 ._.._4___AGCs DRIVEWAY APPROACH TON 1L:6 150:00 _ 11,720.00 155,00 1 782:50 3200.a0 $230D„00. PCC DRIVEWAY APPROACH AND SAN 6",A-4 SY 868.0 1589.2. 541:50 $30:85200 362,768.00 34,288.8D - ,75 $38.75. �9,7.90 Ti35258.00 E30805.08 i4,222.08 13910 .•....�, 95 _..._..___ 620 536.20' .., .._.._ 534,720:80 V._ 40032.68 _ $4,032.66 - 0 'PCC DRIVEWAY APPROAO,R, MO SW, 5*,A-4 ._..__.�'.�'. SY. r 7 PCC SIDEWALK, 4`,A� � 111.4 x:.-Sp 8 PEDESTRIAN RAMP, PCC SIDEWALIO 8", A•4 $Y : 32.0 341.25 17.....0,00 <'-:75 $1717200 $40.35 ' 317,431.20 9 PEDESTRIAN RAMP DETECTABLE WARNING SURFACE 7 SF 656.0 $28.00 18368.00 $2795 t. 338.30 $3100 i30,338.00. 10 1 t 12 CONCRETE PAVEMENT REMOVAL SY 183,9 20 43572.38 .00 $1 735,>a $5.00 $170e910.50 $+i1,0125.* ASPHALT PAVEMENT REMOVAL '�. SY SY ,-,I.: � 3071R ,,. 50 $17,661.00 � e .00 •. � 820,04 12284.80 35:,00 15.00 SIDEWALK AND .ORIVEWAY REMOVAL. 313.820:40 $15;356.00 13 3A51 CUT LF 1., e. 25: ' 36:982.75 .<�e 34828.00 1400 S164.00 14 GEOORiD - 57 21 089.0. 54.80 $ * : a •-O0 4.00 384340.00 15A0 10542525.00 15 MOOIRIED.SUBBASE TON 22313.0 +- 6484.25 51075. 1440,681.75 •,260.00 10 RECYLEDASPHI TPAVING ..._. LF 9.+. 1,440.00 ¢1.579.20 1140,t}24.,19fi 00 348.00 I 57.90 1,440.00 $4679,20 _.__. 162 •8,12 ,.e.00 00 560000 17 18 RCIADSTONE, 3M` 0 20,642,8 .00 18.p0 DRAIN TILE 4" - ,293.00 $184342.40.. i9 AIN TILE TAP AND $L71.L15 EACO 6 0 - 85.00 $1,710.00 .195, e i 1 170,00 .1 • e _..... 400.00 20 r 9C INLET OdTI8,2 SESA11: tiiODENT G7IA8a EACH 53.0 11 a 01 10.23040 595. 00.. .. -A0 #140A0 12 2i CONVERT WATER VALVE MANHOLE 70 ROADS EA , 1d, 12750.00 5.00 $7+.• ea 000.00 322 000 22 23._._WATER 24 25 27 WATER SERVICE CORPORATION 3/44 _ C+I _ EACH EACH 16.0 320 32 b .._._._ 901.0 20 CO182 315000 _ $150.0tl 325.00 $200.00 3992.00 34800.00 14 &70 0L+ ?22bibAp 3400 00 1100,00 33{NI.00 t $2fR 00 °�'.95 3134.00 3734! a •Y' 20 •:AO $4286.Op 5000 t2,40000 18240.01! _ $8,000.1t0_ L _- 564,872,00 ._.,.. $1 30000 3400.00 ., 1350:00 $352000 313,300.00 ____ 7/55L50000. A, 00 . �...�.._. $7,60006.. SERVICE CURBSTOP�3J4 $19 9500 WATER SERVICE PAVE B07t 8fY = _._.V i250•00 j _ {72,A0 6 Q W -_'$400.00 ?f._-.._..� 1380.00 COPPER WATER SERVICE, 3/4` _ 7 95 $1500t6 $45.00 $1500d0 134,00 w. ,14172,_9,5 5320.00 _SA8.00 1150,f10 CO, .__._.i COPPER WATER SERVICE, 3M4" INSULATED WATER SERVICE CORPORATION f'__ WATER SERVICE CURB STOP?' EACH EACH 10 t.0 1.0 110000 ,_.....� e+.00 28 29 30 31 _ ,,....._32 WATER SERVICE PAVE BOX, 1" COPPER WATER SERVICE, 1" LF AGO 532000 1 =:e80-"5115.50 $5._,,,25Q 00 377400 13730,00 33,080.E 1 1,17 54 .00 3295.00 '17800D 4,t90 00 3685.E 33,47500 32,360:00 $6800 1950 0Q t {8QD 00 .9.00 {950 WATER SERVICE KILL _ EACH 14.0. _ 7,0 0 � 8<0 S,862.9 488.7 $375.00. ._.._3110.00 00 _ ;maw 13.85 iVOA 510.000 WATER SERVICE TAP3/4 OR 1" _._.�._..--- LOWER WATER SERVICE 3M OR 1" ..�_ E¢CFI EACH $95.00 9696 16,00 _N_950D. 51875. 3344 UNDERGROUND INVESTIGATION -WATER _-. 6AOt1 SY SY aTDPSDI�4 36 „m.37 39 w. . $88„_,,203.5$ 1000 $$882909.. 5140510 $17,848.40 NYJRSEEI: 11$1.12 3300 TOPSOIL REMOVAL FROM PARKNG,EARTHWORK BY 2974.4 44r00 1R40 46.00 CONSTRUCTION SLO{,vEY LS 1.0 $8501%90 . e,000,r3,p „ ,,,, e a -d0 29 1X9.00 •.•, op woo.do a ,., 00 _„$3D,933.76 3;500,00 MO,,_ .00 it0,._000 00 o .00 $'S 00000 $5,000001 $110.00 340,,000Q ..._$tpxfJUp.pO _ ss aaa, $5y000 00 __. 9500000. _80 321200 $I483,749.02 TRpCF#C CONTROL ....._..........._....._.....-.. _._......_...ir.d 1,0 1.0 __..^¢37500.00 329.000 ,_._ o00,00 . *2,50000 _-_� 31000.00 40_ 41... .DETOUR 42 •DETOUR ._..43 , DETO RQUYE-W.11>riST. _..__R§oo.00 -1000.00 ROUTE E 47H St ROUTE E RIDGEWAY AVE, $7A 1.0 32040,00 $2,0®.00 _ _31,400.do„___34550 $1.519,871.95 $1800A0 $1,8D000 _11357 11.318,202.14 PAINTED PAVEMENT MARKING WATER BASED-------.. TOTAL BASE BID - DIVISION I SECTIONI - 29.2 35040 _�" Pape - 1 F.Y 2017 STREET RECONSTRUCTION PROGRAM -CONTRACT NO.798 - - BIDTABULATION - BIDS OPENED APRIL 4, 2011 _ :ANC FIhTKM GDNC F/4DA?tON D DIVISION I BASE BIO - SECTION iI OTT .... TO QTAL UNIT 3 TITALD U14T1 , ,A 44 STORM SEWER, 20000. 33' LF 18.0 $100.00 $1„y80900 $75.60 31,360.80 155,00 ao 45 STORM SEWER, 20000, 27' . tF. 18.0 485.00 $1S?71L0D 360:80 31js4,40 31501W ,32,796 45 STORM SEWER 29094 24' 4F 290 $5000 $1 400A0 352;f8 31,45680 3138.00 23,920:00 47 STORM SEWER, 2000), 21' LF 12.0 $65.00 3296.00 6.9 538.50 3183.00 3135.OD 48 STORM SEYWER, 20004 18` LF 58.0 341.00 $2,296 00 $36:SD 32,158.00 3125 00 $156600 $1000.00 49 STORM SEWER, 20004, 15* LP 296.0 $37.50 311. 100 00 $35.25 SgS.i i 345.11 316.43 'a4 530,590.57 53D.897,00 _....-,.-*44 377000.00 $t3,693 00 50 STORM SEWER 20000 12' LF 2,734.0 38:47224.00 336,472.OD $ 00 54.00 $`""'- 313709600 "."' $33,150.00 Et. STORM SEWER, 2000412 WI WRAPPED JOINTS FABRIC. ROCK LF fr37SY 52 ER, 0- D.21 STORM SEWER, 20000.21 r REMOVE/REPLACE LF 21,.0 25600' 358.fK1. 335.00 $735,00 $57:1J0 160.00 Sf50.00 33,iso.ao - 53 STORM SEWER, 20000 4?• REMOVE/REPLACE LF 15.0 $45.00 $675.00 $175,00 ,„,1t,t97;OD $262500 327500 $4.1.25.00 STORM MANHOLE, TYPE A, 48" EACH 28.0 $3,150 00 $61,900 00 $37.800.E 39,240.00 $Zr675.00 584,240.00 $34,500.00 AO -- 394 90D 00 56_ W RA-49 STORM SEWER MANHOLE - 33,15000 58. REMOVE E705Tt STRUCTURE . EACH WO36 s,0 243,125.00 *385.00 $26.565.00 A4 $444.850 00 57 TYFE E-1-C INLET EACH 18.0'- 32,225.00 335.600.OD 31, .00-.... $31,280.00 33,600.00 397.200.00 58 TYPE E-2-C INLET EACH 27.0 6,409 S2,$5q 537 0170 59 TYPE E-1-C INLET, USE EXISTING CASTING EACH f2,0 $2,200-00 325l0.00 0000 0000 51,850,00. 062.00 Off 15 500.00 5412400 47,790.00 597 00 $3,000 00 ..._. 33,40D00,-, $490000 $3600.00 330,013000_ _ 29800Ap 80000 60 TYPE E-2-C INLET, USE EOSTOJG CASTING 500 00 15,$2900Q00 61 TYPE E-3•C INLET $3,500 00 --�-'�`� $7,000.00 0.00 62 MODIFIED TYPE E-t-C INLET53,275,f?0 EACH 3.0 53,500.00 825 $9,82500 33,6Dp:00 24,200.00 10 $10,0gD.00 63 MODIFIED TYPEE.2-C INLET EACH 4.0 $3,750.00.: 315.(200.00 $4,15000 31680000 REIWREPL INLETSOXOUT.E•2.0 EACH 8.0 31,100.00 58,800.DO] $1.750.00 3950:00 m__._11,35P.00 31,500.00 3000 $16,600.00 _ $10,80000 µ 31,50000 65 RE6RVREPL MET BOXOUTSTOP, .MODIFIED E-2-C EACH 1A 31750,00 11,34000 31340.00 66 TAP AND COLLAR STRUCTURE OR PIPE EACH 0031,10900 30.00 $1,08000 3000 RE54 REPL MANHOLE TOP. TYPE C EACH to 31,750,00 31,750.00 52,2MAO- $2,200 00. $1300.00 30:00 51 300.00 68 S70RM WATER PROTECTION FOR STRUCTMES EACH 1300 tt0 00 13,500. J 322500 33D 37$,40 360:00 TOTAL BASE BID - DIVISION 1 SECTION 11 $524 317,00 14_0135797 10,1 00 -. 1601.00 1BDITEM DESCRIPTFON_ LR41T EST. EMOR.EST. ENGR.EST ASPRO AFRO 30NCFNDA UNIT$ CONCFNOA Tt{SN TOTAL D1V15# RiiI BASEBID-SECTION.-III _ OTT L 71TS TOTAL UNITS _ TOTAL 69 RECONSTRUCT SANITARY SEWER.24' LF 40.0 5110.0k 3440000 3140,00 3560000 $12030 $4,800,00 70 RECONSTRUCT SANITARY SEW€R 18" LF 349.0 $34,202.00 $56.00 $10,544.00 $67.00 $23 363.00 71 RECONSTRUCT SANfTARV SEWER, 15' 1! 679,0 .00 T3 5:00 $50,925,00 34800 32 2:00 $64.00 343,456.00 72 SANITARY - RECONSTRUCT SEWER.,_ LP 1.9f40 465:00 3124,410.00 $40.00 , 37656000 .3,E+6,40 $107,184.04 73 RECONST11u0 SANITARY SEWER 10" LF -. t, 579,236.d0 $240438,00 $1,500.00 $40.00 S5t.120.00 5400 _ Bf 3550,00 izoo 5792,0350.40, ""33300.00 74 RECONSTRUCT SANITARY �'8"_._ LF 2,78.0 4W7.3 $82.Qt1 $6 ,,,,.__.,.... .00 51 ,292.D0 �� 75 ._-.. REMOVE AND REPLACE SANITARY SEWER 0" j p 6.0 .00 $250.00 5000 51500.00 76t ANITARY SEWF-RsERVICE, S' LP 54.0. 343-RI $177"654,00 334.45 $1 �'. ia4.DO 3171 400.00. 7 STANDARD SANITARY MANHOL 48.._ - E. EACH 17,0. i4750.00 $t2, 00.00 5325000 7 t9D 00 $$850000 -(- 78 REMOVE Ew4T11�G STRUCTURE SAP11TNiYMAA19t101.,E.... EACII 17.0 512,,75D.00 J, 000.00 111,400.00 34,100,00 _.... $44,800.00 30.00000 1 O $O.00 �i63t,815.00 3260.00 $325.00 5150.01 m� $1,625,00 35700;04 3504:W 550000 $310.OD $8,509,00 $2,500.00 $1140000 79 TRACE SANITARY SEWER SERVICE EACH 5.0 _$?50.00 340900 80 YE TEST INVESTIGATION EACH 38.0 81 .__ UNDERGROUNDINVESTICATION.SANITARY341000. 10.04.0 2300.00 3295.88 3$S50,00 *8i000. 82 „ JURNISH AND INSTALL INTERNAL CHIMNEY SEAL IN EXIBTINGI4 EACH .0t. $550.00 39,,,10900 3630.00 00 1v 83 STANDARD SANITARY MANHOLE 80" 1.0 -.._ i8,000,00. $6,500 00 $650005- 00 36,010.00. 84 FURNISH AND INSTALL MANHOLE RING AND COVER EACH 2A $750.0 3500 00 ___...... ._._. 3t 000.00 -"- ---- j586778,.80._ $SODAD $1,000:00 $741,081.40 TOTAL BASE B1b - DIVISION 1 SECTION 8I ON - 1 ._._ _ _.. __ 32 76.103.45 -.,.....•. �.,._ ..-._... _T.. $2 5.338,.91 TOTAL BASE BID- 1 - ----- "Ask E§T TOTAL ._ 826.40 ?y$PRO tJr873 I 610. ASPRO `Or1G TOTAL 3847828E F7A UNIT ._ NO Bib 32 656,43142. CflNC ROTATION T{p'& NOSIO �_ D TTA! ^.F .+T'[U--,-. F� ES7 E. EST ALTERNATE A TY. 3 --------------,- _ to 2-,HMA3MS1/2*60%CR SY 8162. $12.00 _._. ..2A5112,HMA 3M BR 3/47„60%:CR. SY 152 $21'1.10. _'188316.62 $79.10 316570702 �..42 $14,tt0 3271791 '-- 52415 3154299,16 NO 814 NO alp 21 _..�...,,.e.-.. HMA 3M S tt2", 7596 CR 25,840,9 i12.25 531458 NO81i1 '� NOD BI _ NO 810 - NO BID. �. _, ,SY _ ,I7",.,HMA 3M BR 3/4*, 7591 CR BY 8,3692 �' 32920. 3136,554M 5A .B 1/2", HMA 3M B/f 114'j75% CR SY ..Y...._.-_ _._...��_.� OA ;CURB AND GUTTER, 24 rose 7112" 71001C LF 19 5t S 4 887. .._...5yZ,f>Q 1465 $616 048 00 �......8 57226�8:f 588T28 96 20+�82 90 34633.384 42 73T 16 114792103 1 St.917,641-7t 329.30 .....46 1 L7S 35Z,198 86 N NO BID NO BID _.0 BID: , m NOLao 7A ¶CURB AND GUTTER, 24" WIDE 9" THICK n 9834 - 3 16.75 $13 50 _._...._172_.779.55 $14 $172,599.30 $2.50 9,,022.'.5 1265 31,70238 . ,...31040.:. _ $1 0,0771,44 -�--F --- 6 3i 644311„42 NO IO NO BID N NO �-. 8A 9PN W... .-., -CURS AND GUTTER, 24" WIDE, 10„t^ THICK COLD WEATHER CO, BETE PROTECTION 1,F SY _._.9 11923A t,208 9 _ 11&60 ;;L75 ND <KD NO BID NO BID NO BID M10IND au.. 1OA LINSEED OIL TREATMENT SY 967.8 5410 11A EXCAVATION CY 12,026.1 $12.30 TOTAL ALTERNATE A F.Y. 2011 BID TABULATION_BIpS STREET RECONSTRUCTION PROGRAM- CONTRACT NO.798 OPENEpAPRIL 4Z2!J71.:_._-._..___......._. _ ASPRO BID ITEM DESCRIPTION ALTERNATE B UHf1 _,. EST. p4CR,,,E ENOR. EST �..�- .... ASPRO ,:ONC FNDATIOh GONG FNDAT10N 19 TOTAL $ UNfr $ TOTAL !B PCC PAVEMENT, 8', C-0 SY 9 7-5 344.00 sm. NO B26. NO E NTOTAL10 NO BID $36.554100 28 PCC PAVEMENT, 7° C-4 $334;995.00 ,.,.$298 82.50 433.00_ 38 PCC PAVEMENT IP, C-4-4 SY 21,987.4 548.00 $ i055,395.20 $ 040 © BID $45.00 $989 $515,250.00 48 001.O WEATHER CONCRETE PROTECTION SY 14100.0 90:75 522,8 503 NO Bp NO MO 52.50 680 00 5B UNSEED OIL TREATMENT SY 5,5500 $4.00- 22,240,00 NO BID NO 81D $3 00 11.00 $16 fib EXCAVATION CY 10 010.8 $12:30 $l23 130.38 NO HID NO BID a11.00 1I0116.60 �110,115.60 $1,770,864:50 TOTAL ALTERNATE 8 $1,989,489.98 CONC FNDATION TOTAL DIVISION II- WATER MAIN _...- EST. ENGR. EST Th4GR EST ASPRO ASPRO TOTAL -WIC FNDATIOA UNIT 5 1TE1d1 IPT10N 11MIT OTY UNITS TOTAL UNIT 1 2 wafer Wien 16 dam, Class 52 4 , 860 5115.00 56.325.00 7:25 55.346,75 592.00 5506000 Dlisl9a lien water main, 12-inth 8Ia., Class 52 1311.0 70.00 591,770 00 $57.45 $75,316.95 554.00 $70 794.00 3 tkal8e ion wamr m , 8-nth dia.. CANS 52. , B78.0 @,00 $32,448 00 411.90 $229 67840 ,200 348 001 $15.00 32@.59E A $2,448.00 $20850,00. 4 Guile iron water main.64Ich dia., class 52 LF. 51.0. $4000 ,}1000 52,Q 000 J13,9000Q _.-....__,u4S11.95. 58.00 53.006.45 $11,120.00 5.. 6 Ductile Iran water main removal, LF. i390:0 Gate valve and baorx,l2-ewh dia. EACH 1.0 0.00 ,_ 543.12' $2543:12 i2.20.00 1 i2TOQ, 7 Gate valve and box. 8-Inch dia. EACI! . 1.0 $1.Sfi0.00 $1650,l10 1.792:27 1 732.27 $1,500 00 1 500.09. 8 Gate valve and box. 6-inch dia. EACH 1,0, 81.d0004 ;1,400.00 ;1,466.27 31,_466.27 $1:100.00 9 Tapping sleeve, valve and box, 8 oq8� inch die. EACH 7.0 �2,H00.00 $2,203.00 �2�$Ep.0�1, �4,385.Q0 .__ �395A0 ,p 52,572.27 a2,7Qo �� V,200.00 $500.00 ,700.00. ..,__..._.,.. 52$2.7W.A0 $2.a20000 3500.00 10 11 Tapping sleeve_,_valve arid box. 8 an a ssz d e EACH 1.0 $2,200.00 .-- $t tt ,21 Cross 8-inc1''X6inch die Tee 12-inch X 12-inch dia: E EACH EACH 10 1,0i g500,00 1500.00 i$23.00 $52500 12 $550A0 ;550.00 850.00 51 000,00 $1,000.00 13 Tee, 8-inch X 6-inch dia. EACH 1.0 5400.00 >E•100:00 $350.95' 14 Bend, 12-Inch tile., any_degree EACH 1.0 $300:90 5300.00. $304.60 $500:00 $500.00 15 Be,* 8-Inch dia. arty degree 1.0 $200.00 J200.00 $225.73. ,_8.T04.60 5225.73 5400.00 5 00_ 0 16 BendB-lnch dia, any degree EACH 1.0 $175.00 i17b.00 5185.00 $18500 j9R4W 540000 17 Sleeve, 16-inchda EACH 1.0 4 5550.00 $450,27. 5450,27 $1.200.00. ;1,20000 SLooco0 18.... Sleeve, 12-inch dia 'EACH 2.0 „ $451200 00,00 $800.00 viola $636.20 st000:00 19 20 21 22 Sleeve 8-inch dia EACH. 1.0 wow 4300:00 I 5245.00 ;24500 moo Samoa Reducer. 16-pgxt X 8-inch die EACH 1;0 $550.00 SSS0.00 .40. $3@¢,40: $11100.00 55 100.00 Reducer, 8-inch X 8-inch dia.__,-,...._...__._. ET CH 1.0 $275.00 $.'275.00 198.40^ 5206.10 519$ 5618,.30 $1351,00 „4400,00 $360.00 $300.00 8400 00 Meg_alugs, 16 Inch dia ----_ __. EACIE FACH 3.0 S200;0D $8pp,09 $ 105Q.00 Megalugs l2-inch dia 7.0 $120.00 .._ $840.00 5193.00 52 100 00 2A __ 25 MegaWgs. &urc 1 dia.. ,,_..__. EACH EACH e.o 4.0 ;85.09 ;6B0.00 5108.20: $86.5.60 ;300,00 52.400.00 Megalugs,6-inch dia 5280:0t1 $86.30- $30000 $1,200.00 __ 26....„, Cep.or PIMom AP, .___ _.._..„--._._._._._ ... _._.._ _.;..._..,._._.... 1,0 _17000 5325,00„,. ... .....$32ri.00 $19500 ,$345.20 195,00 $ 0000,, $800.00. Caurete $1 U0.00 S2,4iD9.00 $18,400.00 ._-._$27000 i3912Y0.OD 52,000,00 y30094'. $650.00 $2600.00 p1,iA4 $1,600.00 28 Hydrant removal._. EACH: .., 4.fYr.,„ eC00D _$�10AD,_ $4,100.00 $;2100.._.. 1rR1A0 $2.60000 $1,100.00 $4,400.00 29 Hydrant assembly EAR 4.0 _.. $4300,00 517,200.00 $550000.. $75500.00. 30. _00 31 _Tem 32 Offseeta,„MJxMA,SInrh Ma .. ._._...�._- EACH .F.. 1.0 1870,0 f41 ��23 ._._ 32SOOAO 59f10.00 1 }__... 352430 PVC water main .P°�D.'._, ,740.10 $24,740.10 524,50 1r45,615,l1�_ ,815N.. $1,100,00 Dtiro-oover protection far temporary PVC water mail EACH EACH 1.0 2.0 _ $750,00..475006 51,000.00'� $2,,500.00 ;1,100.00 33 Removal ott.n . ry PVc surface water main -.v g1,800.)1 52„000.00. $85000 i1,300 00 _ 32�30000 $4,00000 connections to ductile iron water meant side water service - 1 300 00 $1,500.00 34 Short 35 _36 37. EACH 2D,0. 1 A 2.0 ` $28.000.00 $18;00D 00 _..$5000.0Q.. ._....... $?5000 50 DD - i900.00 31.,284,42 -� $18 00000 355173 04 ,17>0000a. '"_815 6o00D ... $ 130000, $SOD 51,l0000 Lang sale water dace .,_ EA Temporary hydrant EACH , _ CH 50000 --- $250.00 .00 ._._ _.:111.095.00 . _....... $275.0? *215.o4 9Y,.1T9000 i75.b41 Temporaryreducor Baro0 by 6 inch dia._,. ._,. _ nc 38 Temparan reducer, lfi itehJb r 6Ind dia. w $275,0a mm_ $1,100.00 ` ,10000. ¢TOTAL DIVISION 0 1:276 928.00 - $23161027 ti271/339.00 DIVISION I TOTAL BASE BID +ALTERNATE A 01 648.3 _ ND BID _,,,, .._ ._-$479374.5 �.,__, DIVISXFN I TOTAL BASE BID + ALTERNATE S , 4845 NO $4627,515 d,,. DIVJSION II (WATER MAIN) $2753925.fT1•..._� $231m610.27 _ CWISION i TOTAL BASE BID + ALTERNATE A+DIVISION 8�._. "^.._.T_...,,555069,87305 _. $5.121,52 t,S2 .93 25i2511.60 NO BID 54.898924.92 NDBID DIVISION! TOTAL BASE 1910+ ALTERNATE 13 + DIVISION If Council Work Session April 11, 2011 4:35 p.m. Council Chambers Roll Call. Approval of Agenda, as proposed or amended. 1. Discussion of Software —Submitted by Suzy Schares, City Clerk and Michelle Weidner, Chief Financial Officer ADJOURNMENT Suzy Schares City Clerk