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Home My WebLink AboutResolution - 2086 - Accept Paving Improvements- Vowell Inc- 2Nd Maintenance Program 1984 Contract A - 07/25/1985Resolution #2086 JS:ck July 25, 1985 Agenda Item #15 RESOLUTION RESOLUTION ACCEPTING PAVING IMPROVEMENTS ON A PORTION OF A CITY STREET AS DESCRIBED BELOW: WHEREAS, the City of Lubbock awarded a contract May 24th, 1984 author- izing the construction of street maintenance improvements by Vowell Con- struction Company, Inc., on a portion of the following: 2nd Maintenance Program 1984 (Contract "A") AND WHEREAS, the improvements upon the said portion of City street has been inspected and found to have been constructed according to the approved plans and specifications. THEREFORE, BE IT RESOLVED BY THE CITY OF LUBBOCK, TEXAS. That the improvements on said portion of the City street be, and the same are hereby accepted and the City Engineer be and he is hereby authorized to direct the final payment to the Contractor in the amount of $36,933.65, II. This resolution shall take effect and be in force after is passage. PASSED AND APPROVED THIS 25TH DAY OF JULY,,,1198 nette-boya, ulty Secretary APPROV AS TO'/NTNT: ,1-10-1 Larry Hoffq)0, Direc or APPROVED AS TO FORM: ,Q,,L C_ '-/� -".' 74Z gTarfin Ross Jr., City Attorney an nsportation ry, MONTHLY ESTIMATE CITY O LUBBOCK Project: 2nd Maintenance Program 1984 Project No. Contractor: Vowell Construction Company, Inc. Estimate No. Address: P.O. Box 253 Contract $ EI Paso, Texas 79743 Estimate Period From June 28 , 1985 to July 12 19 85 on First estimate and final estimate use actual work dates Resolution #2085 Contract "A" - 6 & Final 765,160.00 ITEM UNIT OF PROJECT WORK DONE CONTRACT MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT 1. Asphalt (AC -5 polymerized asphalt +3% rubber) application of 0.25 allon r course it to the existing surface in- cludin furnishing, cleaning a d applying per gallon. als. 85,000 86.590 1.35 2 -Asphalt AC -5 pol=erized alt 4-3% rubber application of 0.35 gallons per square vara for course #2 a'. lied to exist"n surface including furnishing cleaning and applying, per gallon; gals. 119,000 111,630 1.35 3. Asnhalt (AC -5 nolz=me-ri..z-ed__�sDh alt +3% rubber) application of I 0.28 gallons per square vard (pre -coated grade No. 4 crushe stone or gravel seal coat) applied to existing surface including cleaning, furnishing and anplvin5z. per ;Tallon; izals. 1 1.000 1.35 MONTHLY ESTIMATE CITY OF LUBBOCK Project: 2nd Maintenance Program 1984 _ ._ ._. Project No. Contract "A" Contractor: Vowell Construction Company, Inc. Estimate No. 6 & Final Address: P. 0. Box 253 Contract $ 765 160.00 F1 Paco, Texas 79743 Estimate Period From June 28 '1985 to July 12 1985 on First estimate and final estimate use actual work dates ITEM UNIT OF MEASURE PROJECT WORK DONE CONTRACT EST. QUANTITIES ON CONTRACT PRICE AMOUNT 4. Seal Coat (THD Grade No. 4 washed gravel) including spread- ing, brooming, blading and rolling(One hour per 1000 square yards) per cubic yard. . 5. Surface aggregate (THD P.B. Grade No. 4 precoated crushed gravel, witha minimum of 85% crushed faces, pre -coated higginbotham, Eastland -Brown - wood, Wescott, or Thrasher; .crushed stone meeting sliver count and soundness test) including ioading, freight, unloading, sprea ing, rooming ttad.lng and ro ing one hour per 1000 squareyards) per 1767.0 22,49---- cubic yard. C.Y. 3,870474 1.,81450_ _ 3,870 3886.12 19.46 75,623-90 -2119.12 1 19.46 -(41,238.08) 6 Surface Grade N r h ,e of 85% crushed faces - coated Higginbotham. Eastland Brownwood or Westcott crushed stone meeting sliver count and soundness test) including load- ing, freight unloading, spread ng, tV6®NTHLY ESTIMATE CITY OF LUBBOCK Project: 2nd Maintenance Program 1984 Project No. Contract "A" Contractor: Vowell Construction Company Inc. Estimate No. 6 & Final 5,675 2149.50 Address: P, 0. Box 253 Contract $ 765,160.00 390.53 El Paso, Texas 79743 Extra Grade #2 sperial Estimate Period From June 28 19-L�- to _ July 12 19 s On First estimate and final estimate use actual work dates ITEM UNIT OF PROJECT I WORK DONE CONTRACT pleted, including loading. MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT brooming, blading and rolling (one hour per 1000 square yard3) 2748 23-04 Al 313 Q2 per cubic yard; C.Y. 5,675 2149.50 43.50 93,Snl 95 5,675 3138.53 20.46 64. 14-12 390.53 20.46 - 7,990,24) Extra Grade #2 sperial pre— in stockpile aft - two - course asphalt com— pleted, including loading. hauling to the City of Lubbock storage lot at Municipal Hill complete per cubic yard delive ed at city's stockpile; C.Y. 500 .581.00 33,00 19,17-1 00 . Patching with Black Base at Engineer's option) including removal and disposal of asphalt surface, caliche base, and subr grade if soft or unstable to a depth of 7-1/2" and replacing with 6 inches of black base and' 1-1/2" of Type C Hot Mix complete in place per square yard; S.Y. 2,000 3734.82 13.5050,420-07 L .MONTHLY ESTIMATE CITY OF* LUBBOCK Proiect: 2nd Maintenance Program 1984 Contractor: VnwP1 l Con ctrur t i nn ComDanv, Tnc Address: P. 0. Box 253 El Paso. Texas 79743 Project No. Contract "A" Estimate No. 6 & Final Contract $ 765,160.00 Estimate Period From June 28 , 193 -5 --to July 12 19$5 On First estimate and final estimate use actual work dates ITEM UNIT OF PROJECT WORK DONE CONTRACT MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT 9. Patchin5z with 3 sack stabilized caliche base a Engineer's option) includin removal and disposal of as hal surface, caliche base and sub— grade if soft or unstable to a depth of 7-1/2" and replacing with inches of 3 sack cemen stabilized caliche and 1-1/2" of Type "Cit hot—mix complete in place per cubic yard of sta ilized base. S.Y. 2,000 109.34 15.50 $ 1,694.77 10. Three (3) sack cement stabilized caliche base to be used in backfill of subgrade that cannot be stabilized with base material at locations designated and approved by the Engineer ce7p!ete in place, per cubic yard,'- C.Y. 100 35.00 I i APPROVED: For En—'s Ofnre Total Amount of Work Done ....... Less 5 °ib Retained ............. Difference ................... Less Special Deduction ........... Less Liquidated Damage ......... Less Previous Payments.. _ ........ Amount Due this Estimate......... 6873,886.04 S S 687,886.04 S S 11 , 5(1(1_(1(1 S 639.452.39 $ 36,933.65 Calculations by: Engine r cote Checked h Dept. He Date iff 66 Director Date Resolution #2086 2nd Maintenance Program 1984 - Contract "A" Streets Seal Coated Street From To 50th St. Access Rd. W. of Knowville Avenue W. of Orlando Avenue Elm Avenue 50th Street 66th Street Globe Avenue 40th Street 50th Street E. 40th St. Avenue "A" Locust Avenue E. 42nd St. Avenue "A" Locust Avenue E. 44th St. Avenue "A" Locust Avenue E. 46th St. Globe Avenue Locust Avenue Elgin Avenue 50th St. 66th St. 58th St. Quaker Avenue Peoria Avenue 58th St. University Avenue Indiana Avenue 58th St. Memphis Avenue Nashville Avenue 52nd St. Boston Avenue University Avenue Utica Avenue 52nd Street 54th Street 66th Street Canton Avenue 620' W. of Elgin 66th Street Avenue "U" Avenue "W" E. 66th Street Slaton Road Quirt Avenue Boston Avenue 50th Street 64th Street Avenue "G" 19th Street 22nd Street 23rd Street Avenue "A" Avenue "F" Quirt Avenue 36th Street 50th Street E. 44th Street Quirt Avenue W. to RR Track E. 38th Street Quirt Avenue 165' W. of Quirt Avenue N. Gary Avenue Clovis Road Oberlin Street Magnolia Avenue E. 66th Street N. to RR Track Ivory Avenue E. 66th Street N. to RR Track Globe Avenue E. 66th Street Slaton Road E. 56th Street Elm Avenue W. to end of street Page 2 2nd Maintenance Program 1984 - Streets Seal Coated Contract "A" Street E. 64th Street E. 50th Street Avenue "L" Utica Avenue From Elm Avenue 100' W. of Avenue "H" 29th Street 36th Street To E. to end of street Avenue "N" 320' S. of 29th Street 36th Street MONTHLY ESTIMATE CITY OF LUBBOCK Project: Paving Improvements on Quaker Ave. from 82nd St. to 98th St.Project No. GWO 831002 Contractor: Vowell Construction Company, Inc. Estimate No.Final Payment Address: P.O.Box 253 Contract$ 1,116,006.80 El Paso, Texas 79943 Chg.Ord. #1 267,330.00 TOTAL $ 1,383,336.80 Estimate Period From April 23 , 1984 to April 30 '1985 On First estimate and final estimate use actual work dates ITEM UNIT OF PROJECT WORK DONE CONTRACT MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT 1.1 1/2"compacted THD Type "C" For Fn is Office Total Amount of Work Done ....... $ Less 5 % Retained ........ $ Difference .... $ Less Special Deduction ........... $ Less Liquidated Damage ......... $ Less Previous Payments ............ $ Amount Due this Estimate......... $ 1,336,939.62 1,315,357.29 71, 582.33 Calculati ns by: asphaltic concrete paving Ch 'ked h : pt. ead Date L lirect r Date 9 Black Base S.Y. 50,145 50,691.45 $18.50 937,791.83 2.6 thick reinforced concrete paving S.Y. 4,216 4,215.79 38.50 162 307.92 3.Curb & Gutter L.F. 8,353 .Alley returns & drainage slab S.Y. 468 254.19 19.75 5,020.25 5.Valley Gutters S.Y. 214 134.90 22.00 2,967.80 6.42"I.D. Class II Conc. Pipe L.F. 400 400 90.00 36 ,000.00 7-T.H.D. CH -11 Type B Concrete Headwalls Lump Sum 2 2.800 2,800.00 8 -Compacted Earth Embankment C.Y. 96,574 93,374 1.95 182,079.30 9.Stabilized caliche base in backfill C.Y. 50 185 35.00 6.475.00 10.Re-surfacing,removal & disposal of existing asphalt surface S.Y. 100 100 4.00 400.00 ll.Rip Rap S.Y. 180 2_976.20 APPR ED: For Fn is Office Total Amount of Work Done ....... $ Less 5 % Retained ........ $ Difference .... $ Less Special Deduction ........... $ Less Liquidated Damage ......... $ Less Previous Payments ............ $ Amount Due this Estimate......... $ 1,336,939.62 1,315,357.29 71, 582.33 Calculati ns by: .n r Date ,! Ch 'ked h : pt. ead Date L lirect r Date GWO 831002 ACCEPTED: July 25, 1985 COST DISTRIBUTION Unit & Contract Assessed City Prepaid Paving Sub -Unit Cost Property Cost For Owner s Quaker Avenue Cost 2240-47 $1,386,939.62 $129,807.53 $1,064,512.75 $192,619.34 TOTAL CONTRACT COSTS $ 1,386,939.62 LESS PREVIOUS PAYMENTS $ 1,315,357.29 FINAL AMOUNT DUE CONTRACTOR $ 71,582.33 fdIONTHLY ESTIMATE CITY OF' LUBBOCK Project: 2nd Ma i nt nar, _'Program 1984 Project No. Contract "TO' Contractor: Vowell Construction Company, Inc Estimate No. 9th and Final Address: P. 0. Box 254 Contract $ 852, 734.00 El Paso Texas 79743 Estimate Period From May 31 t985 to June 30 19 85 on First estimate and finsi estimate use actual work dates ITEM UNIT OF PROJECT WORK DONE CONTRACT MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT 1. 1 1/2" cam acted THD type "C" Asphaltic concrete paving with crushed stone or crushed grav l - (gravel with a minimum of 85% crushed faces), including scarifying, pulverizing the asphalt surface, removal and hauling the existing surface _ and ca icne base to the City o; LuobocR storage iot at Municipal ill, re wor !ng 6(six) inches of the existing subgrade, 9(nine) inches of asphalt stabilized graded gravel base, prime, tack coat and a :L diluted emulsion at the rate of .10 gallon per square and of surface com- =plete in place per square yard S.Y.1 25,277 25,471.38 22,00 $560,370.36 2. 1 1/2" compacted THD Tv "C", as haltic concrete paving with crushed stone or crushed gray.al (with a minimum of 85% crushe faces) including scarifying, pulverizing the asphalt surfa e removal and reworking the sub rade to a depth of 6", inclu- ding re -processing the exist- ing caliche base, correcting soft of unstable sub -grade, prime and tack coat an APPROVED: For Frrr's gff,ce Total Amount of Work Done . .. . .. . Less 5 % Retained ............. Difference . . . . . . . . . . . . . . . . . . . Less Special Deduction ........... Less Liquidated Dainage ......... Less Previous Payments ........... Amount Due this Estimate......... S S $ S S Calcuiations by: Engineer Date onecked tr ; Dept. Head Date ____ _ Director Date MONTHLY ESTIMATE CITY OF LUBBOCK Project: 2nd Maintenance Program 1984 Project No. Contract "B" Contractor: Vowell Construction Company, Inc. Estimate No. 9th and Final Address: P, n. Box 253 Contract $ 852, 734.00 El Paso, Texas 79743 Estimate Period From May 31 19 85 to June 30 '1985 On First estimate and final estimate use actual work dates ITEM UNIT OF PROJECT WORK DONE I CONTRACT MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT dilute emulsion at the rate o .10 gallon Der square yard of surface complete in vlacel per square yard of surface complete in place per square yard. S.Y. 33,600 25,630.21 7.40 55 3. 1 1/2" compacted THD type 1FC11 asphaltic concrete paving re—surface with crushed stone or crushed gravel, (with a minimum of 85% crushed faces) including prime and tack coat and a 1:2 dilute emulsion at the rate o gallon per square yard. 135.29 974 92 4-Cil—'h Pnd Rutter„ and gutter or 30” wide se ara e utter, including removal haul and disposal of existing curb and gutter, sub—grade preparation, complete in plac per linear foot; L.F. 1,000 150.6 8.00 $1204.80 APPROVED: - I For Engr's Office Total Amount of Work Done ....... S Less 5 % Retained ............. S Difference ................... S Less Special Deduction ........... S Less Liquidated Damage ......... $ Less Previous Payrnents ........... $ Amount Due this Estimate......... $ Calculations by: Engineer Date Checked by: Dept. Head Date Director Date MONTHLY ESTIMATE CITY OF LUBBOCK Project: ZPld—Y,,e'iJ_P. B- .2a.G2 prr}8r2= 1586 Project No. Contract "R" Contractor: Vowell Construction Company, Inc. Estimate No. 9th and Final Address: P. 0, RDx 253 Contract$ 852,734.00 >l Paso, Texas 79743 Estimate Period From May 31 10. 85 to June 30 19 85 on First estimate and final estimate use actual work dates ITEM UNIT OF PROJECT WORK DONE CONTRACT MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT 5. Valley Gutters: Reinforced concrete (3000 #/7 day high: early type cement valley gutters including removal hau and disposalof existing vallay utters sub -grade preparatio complete in place per square vard. S.Y. 250 92.36 23.00 $2,124.28 day high early) median 6" thickness including removal haul and disposal of existin median sub -grade preparation complete in place per square .yard. S.Y. 500 24.00 7. Three 3 sack cement stabilized caliche base to be used in backfill of sub rade that can- not be stabilized with base material at locations design ted and approved by the Engineer complete in place, per cubic yard; C.Y. 100 52.5 35.00 1837.50 APPROVED: For Fng,'s Office Total Amount of Work Dore ....... W Caicuiations by: Less 5 % Retained ............. S Engineer Date Difference ................... Less Special Deduction ........... S C'heCked by: Dept. Head Date Less Liquidated Damage ......... S Less Previous Payments . _ ......... S Director Date Amount Due this Estimate......... $ 1"W'11ONTHLY ESTIMATE CITY OF� LUBBOCK Project: 2nd Maintenance Program 1984 Project No. Contract "B" UNIT OF MEASURE PROJECT WORK DONE CONTRACT EST. QUANTITIES ON CONTRACT PRICE AMOUNT Contractor: Vowel]—Construction Company Inc Estimate No. 9th and Final Address: P. 0. Box 253 Contract $ 852,734.00 F1 Paso, Estimate Period From Texas 79743 May 31 , 19 85 to June 30 '19 85 On First estimate and final estimate use actual work dates ITEM UNIT OF MEASURE PROJECT WORK DONE CONTRACT EST. QUANTITIES ON CONTRACT PRICE AMOUNT 8 Additional caliche used with Item #2 at the Engi.,- neerys option, includin ro-1 cessing, complete in place e cubicyard; C.Y. 1,0-0-0- 6.00 APPROVED: For Fn res Office Total Amount of Work Done ....... $ 755,775.47 Calculations by: 7_ _ Less 5 % Retained ............. $ Lginer Date Difference ................... y ZJW Less Special Deduction ........... S Checked by: Dept ead Ll Date Less Liquidated Damage ......... $ "-- Less Previous Payments ........... $ 729,984.05 Director _ Date Amount Due this Estimate......... $ 25,791 .42 2nd Maintenance Program 1934 List of Streets Reconstruction with Hot Mix and 6" Caliche and Hot Mix Surface Street Width From To Length Width Area Utica Ave. SLL of 34th St. NPL of 36th St. 620' 32' 2204 Peoria Ave. SLL of 18th St. N Paving Line of 19th St. 410' 32' 1458 66th St. 328' W of University WPL of Canton Ave. 1078' 44' 5270 Utica Ave. SLL of 50th St. NPL of 52nd St. 610' 38' 2576 N. Gary Ave. NPL of Oberlin St. SLL of Loop 289 (Access Road) 1134' 48' 6048 Ave. W NLL 27th St. SLL of 26th St. 326' 26' 942 6th St. WPL of Boston S. Paving Line of 9511 Tech Freeway Reconstruction with 9" Black Base and Hot Mix Surface Street From Utica Ave. NPL of 56th St. Quaker Ave. SLL of 50th St. University New Paving Line S. of 66th 66th St. WLL of University To NLL 58th St. SPL of 51st St. Loop 289 R.O.W. S. of 70th 328' W. of WLL of University Length Width Area 680' 38' 2871 360' 68' 2720 1204' 86' 12,079 328' 44-70' 1538 No Text