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Home My WebLink AboutResolution - 2440 - Accpet Paving Improvements- Caprock Highway Construction- 1986 Street Maintenace - 10/07/1986Resolution #2440 October 7, 1986 Agenda Item #15 RESOLUTION RESOLUTION ACCEPTING PAVING IMPROVEMENTS ON A PORTION OF CITY STREETS AS DESCRIBED BELOW: WHEREAS, the City of Lubbock awarded a contract March 13, 1986 authorizing the construction of street maintenance improvements by Caprock Highway Construction Company, on a portion of the following: (See attached List of Streets Improved) AND WHEREAS, the improvements upon the said portion of the City streets have 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. I. That the improvements on said portions of the City streets 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 $49,059.47. II. This resolution shall take effect and be in force after its passage. PASSED AND APPROVED THIS 7TH DAY OF OCTOBER, 1986. B. C. McMinn, Mayor ATTEST: Ranetl�Boyd, City Secr APPROVED AS TO CONTENT: Larry V. Hoffman, rector of Tran portation APPROVED AS TO FORM: 'U C- J n Ross, Jr., City At orney Resolution #2440 1986 Maintenance Program List of Street Improved Street FROM TO 34th Street Flint Avenue Indiana Avenue 34th Street Boston Avenue University Avenue 34th Street Indiana Avenue Louisville Avenue East Broadway Quirt Avenue Zenith Avenue East Broadway Park Entrance 640' west Quirt Avenue Parkway Drive alley north of Auburn Indiana Avenue Loop 289 76th Street 50th Street Slide Road Chicago Avenue 29th Street Slide Road 630' west of Dover Avenue Guana Avenue Idalou Road alley north of Cornell Ave, 82nd Street Slide Road Frankford Avenue Frankford Avenue 66th Street 82nd Street Avenue U 4th Street Clovis Road 21st Street Oxford Avenue Memphis Avenue 22nd Place Quaker Avenue Memphis Avenue Zenith Avenue East Broadway East 4th Street 26th Street Chicago Avenue Dover Avenue Memphis Avenue 50th Street 60th Street 15th Street University Avenue Avenue Q Salem Avenue 34th Street Brownfield Road Oxford Avenue Brownfield Road 22nd Place Peoria Avenue 22nd Place 24th Street Nashville Avenue 19th Street 30th Street Memphis Avenue 34th Street 48th Street 22nd Street Avenue Q University Avenue East 23rd Street Avenue A Southeast Drive East 4th Street Zenith Avenue Guava Avenue 24th Street Quaker Avenue Peoria Avenue 24th Street 350' west of Nashville Ave. Memphis Avenue Chicago Avenue 19th Street Brownfield Road 58th Street Avenue Q University Avenue 42nd Street University Avenue Indiana Avenue Chicago Avenue 19th Street Loop Access Road 41st Street and Indiana Intersection Avenue L 66th Street 70th Street Avenue P 50th Street Avenue Q South Drive 32nd Street University Avenue Indiana Avenue East 31st Street Quirt Avenue Teak Avenue Redbud Avenue East 31st Street East 33rd Street Resolution #2440 MONTHLY ESTIMATE CITY OF,' LUBBOCK Project: 1986 Maintenance Program Project No. Contractor: Caprock Highway Construction Company Estimate No. 6 and Final Address: 5185 — 69th Street Contract $ 857, 901.75 Lubbock, Texas 79424- C. 0. #1 =154,444.72 $1,012,346.47 Estimate Period From August 31 19 86 to October 7 19 86 On First estimate and final estimate use actual work dates ITEM UNIT OF PROJECT MEASURE EST. QUANTITIES WORK DONE CONTRACT ON CONTRACT PRICE AMOUNT 1. Asphalt AC -5 polymerized Gals. 108,000 132,770 $1.15 $152.685.50 asphalt + 3% rubber application of 0.25gallons/S.Y. for course #1 to the existing surface includ- ing furnishing, cleaning and applying pergallon: (Thorough- fares & Collectors 2. Asphalt AC -5 polymerized Gals. 82,170 77 340.00 $1.15 $88,941.00 asphalt + 3% rubber application of 0.35 gallons per square vard fo course #2 applied to existing sur- face including furnishin clean- ing and applying, pergallon; (Thoroughfares) 3. Asphalt AC -5 polymerized-- Gals. 72.850 101,440.00 $1.15 $116,656.00 asphalt + 3% rubber application of 0.37 gallons per square yard for course #2 applied to existing surface including furnishing clean ing ana appiying, per aiion (Collectors) 4. Asphalt (AC -5 polymerized Gals. 1,000 $1.15 asphalt + 3% rubber) application of 0.28 gallons per s u re and (pre -coated grade No. 4 crushed stone or gravel seal coat) applied to existing surface including cleaning, furnishing and applying MONTHLY ESTIMATE CITY OF` LUBBOCK Project: 1986 Maintenance Program Project No. Contractor: Caprock Highway Construction Company Estimate No. 6 and Final Address: 5185 - 69th Street Contract $ 857, 901.75 Lubbock, Texas 79424 C.O. #1 = 154,444.72 $1,012,346.47 Estimate Period From August 31 1986 to October 7 '19 86 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. Surface aggregate (THD P.B. C.Y. 49 05. 43.95 Grade No. 4 re -coated crushed gravel, with a minimum of 85% Stockpile Quantities 5299.0 27.23 $144 291.77 crushed faces re -coated Hi in- 5299.0 16.72 88 599.28 botham Eastland-Brownwood or Thrasher; crushed stone meeting sliver count and soundness test) including loading, freight, unload-- ing, s reading,brooming, bladin and rolling (one hour per 1000 square ardsPer cubic yard. 6. Surface aggregate THD P.B. C.Y. 6540. 43.85 Grade No. 2 special re -coat crushed gravel with a minimum of 85% crushed Stockpile Quantities 7909.0 27.23 $215,362.07 faces, pre -coated Higginbotham, 7909.0 16.62 131.447.58 Eastland-Brownwood crushed stone meeting sliver count and soundness test including loading, freight un oa ing, spreading, brooming, blading and rolling one hour er 1000 square vards per cubic yard,• 7. Extra Grade #2 special re- C.Y. 500. -0- 33.85 -0- coated crushed stone left over in stockpile after all two -course asphalt surface is completed, including loading, hauling to the City of Lubbock storage lot at Municipal Hill, complete per cubic yard delivered at City's stockpile; MONTHLY ESTIMATE CITY OF` LUBBOCK Project: 1986 Maintenance Program Project No. Contractor: Caprock Highway Construction Company Estimate No. 6 and Final Address: 5185 — 69th Street Contract $ 857, 901.75 C.O. #1 = 154,444.72 Lubbock, Texas 79424 $1,012,346.47 Estimate Period From August 31 1986 to October 7 , 19 86 On First estimate and final estimate use actual work dates ITEM UNIT OF PROJECT WORK DONE CONTRACT MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT 8. Patching with Black Base S.Y. 1000 1468.93 17.50 $25,706.28 including removal and disposal of asphalt surface, caliche base, and sub rade if soft or unstable to a de th of 7-1/2" and replacing with 6" of black base and 1-1/2" of Type "C" Hot Mix complete in lace per sq areyard;_ 9. Patching with 3 sack cement C.Y. 1000 1000.00 17.50 $17,500.00 stabilized caliche base including removal and disposal of asphalt surface, caliche base and sub - grade if soft or unstable to a depth of 7-1/2" and replacing with 6" of 3 sack cement stabilized caliche and 1-1/2" of Type "C" hot -mix complete in place per * Charge to 1111 3101 4531 I I I ** Charge to 1442-553101-9112 1 1 1 1 1 *** Charge to 1441-553101-9941 j 1 j APPR VED:For Fn is oll,c,e Total Amount of Work Done ....... w 981, 189.48 Calculations by: c�- 2.i e; Less 5 % Retained ............. $ —0— Engi eer Date Difference ................... $ —0— z3Z Less Special Deduction ........... $ —0— -10 Checked b pt. Head Date Less Liquidated Damage ......... Less Previous Payments ........... $ 932,130.01 Director Date Amount Due this Estimate......... $ 49,059.47 Resolution #2440 1986 Maintenance Program Cost Breakdown * Estimated No. 6 and Final August 31, 1986 to October 7, 1986 Charge Account No. 1111-533101-4531 Item No. 1 - Asphalt @ 0.25 gallons per S.Y. = 87,380 gals. X $1.15 = $100,487.00 Item No. 2 - Asphalt @ 0.35 gallons per S.Y. = 77,340 gals. X $1.15 = $88,941.00 Item No. 3 - Asphalt @ 0.37 gallons per S.Y. = 40,860 gals. X $1.15 = $46,989.00 Item No. 5 - P.B. Gr. #4 Aggregate Stockpile Quantities = 4648.88 C.Y. @ $27.23 = 1088.88 C.Y. @ $27.23 = Quantities Used = 2305.00 C.Y. @ $16.72 = Quantities Used = 1255.00 C.Y. @ $16.72 = Item No. 6 - P.B. Gr. #2 Aggregate Stockpile Quantities = 5501.72 C.Y. @ $27.23 = 197.22 C.Y. @ $27.23 = Quantities Used = 3455.50 C.Y. @ $16.62 = Quantities Used = 1849.00 C.Y. @ $16.62 = Item No. 8 = Patching with Blackbase = 1025.59 S.Y. @ $17.50 = Total work this estimate Less 5% Retained Less Previous Payment Amount Due Estimate No. 6 and Final $126,589.00 (-29,650.20) 38,539.60 20,983.60 $149,811.83 (-5370.30) 57,430.41 30,730.38 17,947.83 $643,429.15 -0- $611,257.69 $32,171.46 1986 Maintenance Program ** Cost Breakdown Estimate No. 6 and Final August 31, 1986 to October 7, 1986 Charge Account No. 1442-553101-9112 Item No. 1 - Asphalt @ 0.25 gallons per S.Y. = 43,620 gals. X $1.15 = $50,163.00 Item No. 3 - Asphalt @ 0.37 gallons per S.Y. = 58,380 gals. X $1.15 = $67,137.00 Item No. 5 P.B. Gr. #4 Aggregate = 785.50 C.Y. X $27.23 = 785.50 C.Y. X $16.72 = 889.50 C.Y. X $43.95 = Item No. 6 - P.B. Gr. #2 Aggregate = 2030.25 C.Y. X $27.23 = 473.25 C.Y. X $27.23 = Quantities Used 1293.50 C.Y. X $16.62 = Quantities Used 1210.00 C.Y. X $16.62 = Item No. 8 Patching with Blackbase = 1378.20 S.Y. X $17.50 = Total work this Estimate Less 5% Retained Less Previous Payment Amount Due Estimate No. 6 and Final $21,389.17 $13,133.56 $39,093.53 $55,283.71 $12,886.60 $21,497.97 $20,110.20 $24,118.50 $324,813.24 -0- $308,572.58 $16,240.66 1986 Maintenance Program Cost Breakdown *** Estimate No. 6 and Final August 31, 1986 to October 7, 1986 Charge Account No. 1441-553101-9941 Item No. 1 - Asphalt @ 0.25 gallons per S.Y. = 1770 Gals. X $1.15 = $2,035.50 Item No. 3 - Asphalt @ 0.37 gallons per S.Y. = 2200 gals. X $1.15 $2,530.00 Item No. 5 - P.B. Gr. #4 Aggregate = 64.00 C.Y. X $27.23 = $1,742,72 64.00 C.Y. X $16.72 = $1,070.08 Item No. 6 - P.B. Gr. #2 Aggregate = Item No. 8 - Patching with Blackbase = Total Work this Estimate Less 5% Retained Less Previous Payment 101.00 C.Y. X $27.23 = $2,750.23 101.00 C.Y. X $16.62 = $1,678.61 65.14 S.Y. X $17.50 = $1,139.95 $12,947.09 Amount Due Estimate No. 6 and Final $12,299.74 $647.35