ORDER NO. 19934 AUTHORIZATION TO PREPARE CONSTRUCTION SPECIFICATIONS AND RID DOCUMENTS' FOR CONTOUR DRIVE SEWER PROJECT On this the 1'3th day of November 199m, upon motion made by Commissioner Morgan, seconded by Commissioner Ray, the Court unanimously approved by a vote of 5-0-0 to authorize the Kerr County Environmental Health Department to hire Voelkel Engineering and Surveying to prepare the construction specifications and bid documents for a sewer line e:ctending from the Nimitz School line at Ranchero Road to 1.13 Contour Drive. COMMISSIONERS' COURT AGENDA REQUEST • PI FASF FURNISH ONE ORIGINAL AND SEVEN COPIES OF THIS REQUEST AND DOCUMENTS TO BE REVIEWED BY Tf1E COURT. MADE BY: j11QVTil I TTKF MEETING DATE: ~(Q~~ 1.,1990 OFFICE: ENVIRONMENTAL HEALTH TIME PREFERRED: SUBJECT: (PLEASE BE SPECIFIC): REQUEST FOR AIITH(lRT7ATTCIN Tf) PREPARE CONSTRUCTION SPECIFICATIONS AND BID DOCUMENTS FOR CONTOUR DRIVE SEWER PROJECT, ESTIMATED LENGTH OF PRESENTATION: 10 MINUTES IF PERSONNEL MATTER -NAME OF EMPLOYEE: NAME OF PERSON ADDRESSINGTFIECOURI: DAVID LITKE Time for submitting this request for Court to assure that the matter Is posted In accordance with Article 6252- 17 is as fol lows: • Meetings held on second Monday: 12:00 P. M. previous Wednesday • Meetings held on Thursdays: 5:00 P. M. previous Thursday. If preferable, Agenda Requests may be made on office stationery with the above Information attached. THIS REQUEST RECEIVED BY: THIS REQUEST RECEIVED ON: l~- 7~CID @ ~~~D ~,rn All Agenda Requests w111 be screened by the County Judge's Office to determine If adequate Information has been prepared for the Court's formal consideration and action at time of Court meetings. Your cooperation will be appreciated and contribute towards your request being addressed at the earliest opportunity. E KERB COUNTY ENVIRONMENTAL HEALTH DEPARTMENT m ' " > 101 Spur 100 °4», °~~`~ Kerrville, Texas 78028 (512) 89G5101 MEMORANDUM To: Commissioner's Court From: David L. Litke ,~ ~~ Date: November 7, 1990 Subject: Authorization to prepare construction specifications and bid documents for Contour Drive sewer line. Attached are engineer construction and cost estimates for the sewer project. One is based for the entire length of Contour Drive and the other is based on construction up to Lot 25, which is the Tenery residence at 111 Contour. The construction is based on one line in the street deep enough to service residences on both sides of the street. The city staff have reviewed the preliminary estimates and have included their comments to be addressed in the construction details. Based on the estimated construction cost, budgeted funds, and a recent request for service by Ms. June Myers of 113 Contour, I recommend to the Court that Voelkel Engineering and Surveying be authorized to prepare construction specifications and bid documents for a sewer line extending from the Nimitz School line at Ranchero Road to 113 Contour Drive. ENGINEER'S CONSTRUCTION ESTIMATE Project: CONTOUR DRIVF. SANITARY SEWER (to Lot 25) Owner: KERR COUNTY Prepared by: D. R. Voelkel, P.E. October 11, 1990 Item Description of Work Unit Quantity Unit Price Amount No. 1 8" SDR 26 PIPE MAIN 0' - 5' Depth L.F. 64 $ 11.25 $ 720. 5' - 8' Depth L.F. 110 11.75 1292. 8' - 10' Depth L.F. 108 13.25 1431. 10' - 12' Depth L.F. 133 14. 1862. 2 6" SDR PIPE MAIN 8' - 10' Depth L.F. 42 11. 462. 10' - 12' Depth L.F. 160 11.75 1880. 12' Depth and Over L.F. 208 14.50 3016. 3a STANDARD MAN}iOLE 8' - 10' Depth Each 1 1200. 1200. 10' - 12' Depth Each 1 1500. 1500. 3b DROP MANHOLE Each 1 1500. 1000. 5 P.V.C. SF. RV ICE 4" Diameter Each 8 225. 1800. 6" Diameter Each 2 275. 550. 6 ROCK EXCAVATION C.Y. 180 35. 6,300. 7 TRENCH SAFETY PROTECTION L.F. 761 2. 1522. 8 REPLACE ASPHALT DRIVEWAY S.Y. 70 10. 700. 9 REPLACE 3' CONCRETE WALK L.F. 42 5. 252. 10 STREET PAVEMENT REPLACEMENT L.F. 450 13. 5 850. TOTAL ESTIMATED CONSTRUCTION COST $ 31,337. ESTIMATED ENGINF,F.RING C OST $ 3,500. GRAND TOTAL $ 34,837. Estimated Cost per Dwelling Unit for 27 Units $ 1290 ~Js'd~d ~"~~JO~~~Q~~ ~ ~~~~p~~ • PHONE 5'12-257-3313 • 2'12 CLAY STREET, KERRVILLE, TEXAS 78028 ENGINEER'S CONSTRUCTION F,STIMATE Project: CONTOUR DRIVE SANITARY SEWER (FUT.L LENGTH) Owner: KERR COUNTY Prepared by: D. R. Voelkel, P.E. October 11, 1990 Item Description of Work Unit Quantity Unit Price Amount No. 1 8" SDR 26 PIPE MAIN 0' - 5' Depth L.F. 64 $ 11.25 $ 720. 5' - 8' Depth L.F. 110 11.75 1292. 8' - 10' Depth L.F. 108 13.25 1431. 10' - 12' Depth L.F. 133 14. 1862. 2 6" SDR PIPE MAIN 5' - 8' Depth L.F. 440 10.50 4620. 8' - 10' Depth L.F. 186 11. 2046. 10' - 12' Depth L.F. 264 11.75 3102. 12' Depth and Over L.F. 288 14.50 4176. 3a STANDARD MANHOLE 5' - 8' Depth Each I 1000. 1000. 8' - 10' Depth Each I 1200. 1200. 10' - 12' Depth Each 2 1500. 3000. 12' Depth and Over Each 1 2100. 2100. 3b DROP MANHOLE Each 1 1500. 1500. 4 CLEANOUT W/C.I. ROOT 9' Depth F.ach 1 200. 200. 5 P.V.C. SERVICE 4" Diameter F.ach 22 225. 4950. 6" Diameter Each 2 275. 550. 6 ROCK EXCAVATION C.Y. 354 35. 12,390. 7 TRENCH SAFETY PROTECTION L.F. 1529 2. 3058. 8 REPLACE ASPHALT DRIVEWAY S.Y. 70 10. 700. 9 REPLACE 3' CONCRETE WALK L.F. 42 6. 252. 10 STREET PAVEMENT REPLACEML'NT L.F. 1317 13. 17 121. TOTAL ESTIMATED CON STRUCTION COST $ 67,270. ESTIMATED ENCINF.ERI NG COST $ 6,500. GRAND TOTAL $ 73,770. Estimated Cost per Dwelling Unit for 42 Units: $ 1756 ~sd~d C~''K~VG9G[~~,10G1~ ~9 ~~~~~~~ • PHONE 512-257-3313 • 212 CLAY STREET, KERRVILLE, TEXAS 78028