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HomeMy WebLinkAboutConsent Calendar #9 6-15-87TO: FROM: SUB~JECT: WILLIAN HUSTON, CI'l~ MANAGER PUBLIC WORKS DEPARTMENT/ENGINEERING DIVISION AUTHORIZATION TO ADVERTISE FOR BIDS FOR THE CONSTRUCTION OF ASSESSMENT DISTRICT 85-1 INPROVEMENTS ON TUSTIN RANCH ROAD AND HYFORD ROAD RECOMMENDATION: For the City Council meeting of June 15, 1987. It is recommended that the City Council adopt a resolution approving plans and specifications and authorizing advertisement for bids. BACKGROUND: This project provides for the-construction of street and utility improvements on Tustin Ranch Road and Myford Road between Bryan Avenue and Irvine Boulevard. The estimated cost for this contract is about $2,514,539.75 and will be paid out of assessment district bond financing. Schedule ,, ~ Authorize advertising for bids 1st legal advertisement 2nd legal advertisement Opening of bi ds Award of contract June 15, 1987 June 25, 1987 July 2, 1987 July 14, 1987 July 20, 1987 B~ Led~n'decker Director of Public Works/City Engineer BL'JO:jm Assistant Civil Engineer EXHIBIT A NOTICE TO CONTRACTORS SEALED PROPOSALS will be received at the office of the. City Clerk, Tustin City Hall, 300 Centennial Way, Tustin, California 92680 until 10:00 A.M. on the 14th day of July, 1987 at which time they will be publicly opened and read,' 'for performing work as follows: Construction of: Assessment District 85-1 Improvements on Tustin Ranch Road and Myford Road Bids are required for the entire work described herein: SCHEDULE OF WORK ITEMS Item No. Descri pti on Unit Qu anti tN Tustin Ranch Road lA 0.40' thick AC base course TN 7,249 lB 1.65' thick CL. II aggregate base TN 28,706 2. Type A-2 curb and gutter LF 5,071 3. Type A median curb LF 4,818 4. Embossed concrete median paving SF 3,361 5. PCC median nose EA 5 6. Local depressi on EA 2 7. PCC drive apron SF 506 8. Adjust sewer M.H. to finished grade EA 7 9. Adjust W.V. to finished grade EA 20 10. 12" ACP CL. 200 drain pipe LF 27 11. Medi an grate i nl et EA 3 12. 6" perforated PVC median drain LF 150 13. 9.5" X 16" meter box.for irr. sleeving EA 4 14. 4" PVC sleeve LF 2,488 15. Signing and striping LS 1 16. 8" VCP sewer LF 909 17. 48" dia. sanitary sewer M.H. EA 1 18. 60" dia. sanitary sewer M.H. EA 2 19. Concrete sewer encasement LF 13 20. Sheeting/shoring/bracing for sewer const. LS 1- 21. 2" reclaimed water service LF 709 22. Type OS 'catch basin EA : 1 23. Type OL catch basin EA 4 24. Junction structure Type II EA 2 25. Junction structure Type III EA 1 26. Junction structure Type V EA 1 27. Junction Structure Type VI EA 3 28. 8" thick brick and mortar plug EA 5 29. Transition structure W/M.H. shaft EA 1 30. Installation of City furnished 18" RCP LF 228 31. Installation of City furnished 24" RCP LF 224 32. Installation of City furnished 48" RCP LF 1,995 34 Sheeting/shoring/bracing for S.D. const. LS 1 35 Concrete coll ar EA 1 36 Misc. removals/disposals for S.D. const. LS 1 37 Edison conduit and appurtenances LS 1 38 Telephone conduit and appurtenances LS I SCHEDULE OF WORK ITEMS (CONT~,,JED) Item No. Descri pti on Unit Quantity 39 Cable T.V-. and appurtenances LS 1 40 Sheeti ng/shori ng/braci ng for Edi son/Tel/CATV LS 1 Myford Road 41A 0.35' thick AC base course TN 4,587 41B 1.45' thick CL. II aggregate base TN 18,243 42 Type A-2 curb and gutter LF 5,665 43 Local depression EA 1 44 PCC drive apron SF 207 45 Adjust sewer M.H. to finished grade EA 6 46 Adjust W.V. to finished grade EA 37 47 Remove/di spose exi st. AC SF 1,593 48 Adjust M.H. to finished grade w/PVC lined EA 1 grade ri ng 49 Signing and striping LS 1 50 48" dia. sanitary sewer M.H. EA 3 51 10" VCP sewer LF 1,121 52 Sheeti ng/shori ng/braci ng for sewer const. LS 1 53 4" AWWA C-900 PVC CL 150 reclaimed water main LF 792 54 4" C.I. ring-rite plug and thrust block EA 1 55 2" reclaimed water service LF 568 56 sheeting/shoring/bracing for reclaimed water LS 1 57 8" ACP CL. 150 water main LF 3,260 58 8" gate valve EA 17 59 Fi re hydrant assembly EA 10 60 8" C.I. plug and thrust block EA 10 61 Temp. blow-off assembly EA 1 62 Sheeting/shoring/bracing for water main const. LS 1 63 Edison conduit and appurtenances LS 1 64 Telephone conduit and appurtenances LS 1 65 Cable T.V. and appurtenances LS 1 66 Sheeting/shoring/bracing for Edison/Tel/CATV LS I FO7P35 Drainal~e Facilities 67 Type OS catch basin EA 4 68 Junction structure Type I EA 3 69 Junction structure Type II EA 6 70 Junction structure Type III EA : 2 71 Junction structure Type IV EA 1 72 Junction structure Type VI EA 1 73 8" thick brick & mortar plug EA 8 74 Misc. removals/disposals for FO7P35 S.D. LS 1 const. 75 Installation of City furnished 18" RCP LF 92 76 Installation of City furnished 24" RCP LF 78 77 Installation of City furnished 30" RCP LF 104 78 Installation of City furnished 36" RCP LF 3g 79 Installation of City furnished 42" RCP LF 1,002 80 Installation of City furnished 48" RCP LF 1,475 81 Install ation of City furni shed 54" RCP LF 499 82 Sheeti ng/shori ng/braci ng for FO7P35 S.D. Const.LS I Traffic Signalization 83 Traffic signal conduit/pull boxes LS I The foregoir, u quantities are approximate onlj being given as a basis for the comparison of bids, and the City of Tustin does not, expressly or by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work as may be deemed necessary or advisable by the Engineer. Plans, specifications and proposal forms to be used for bidding on this project can only be obtained by prospective bidders at the office of the City Clerk, Tustin City Hall, 300 Centennial Way, Tustin, California, 92680, upon payment of $50.00 per set, or will be mailed out upon payment of $65.00 per set, which amounts are not refundable. . In conformance with Section 37931 of the Government Code, all bids shall be presented under sealed cover on the proposal form provided and accompanied by bidder's security in the form of cash, cashier's check, certified check or bid bond executed by an accredited surety. The security shall be for an amount no less than 10% of the amount of the bid. A bid shall not be considered unless one of the forms of bidder's security is enclosed therewith. A Faithful Performance Bond in the amount of 100% and a Labor and Materials Payment Bond in the amount of 50% in the form attached to the contract documents shall be provided. Said bonds shall be issued by a surety company rated Grade A or better and Class IV or better by the latest edition of Best's Key.Rating Guide. City of Tustin reserves the right to reject any or all bids, and/or waive any informality on a bid. No bidder may withdraw his bid for a period of thirty (30) days after the date set for the opening thereof. Prior to bid opening, Bidder may withdraw his bid. Bids received after the bid opening time & date stated herein will be returned to bidder unopened. Pursuant to California Government Code Section 4590, the contractor will be entitled to post approved securities with the City or an approved financial institution in order to have the City release funds retained by the City to insure performance of the contract. Prior to contract award the successful bidder shall possess a valid State of California Contractor's License in the classification of A. The City Council of the City of Tustin has obtained from the Director of Industrial Relations the general prevailing rate of per diem wages and the general prevailing rate for legal holiday and overtime work in the locality in which the work is to be performed for each craft, or type of work needed and a copy of the same is on file in the office 'of the City Clerk. Not less than said prevailing rates shall be paid to workers employed on this public works contract as required by Labor Code Sections 1771 and 1774 of the State of California. Ordered by the City Council on June 15, 1987. Mary E. Wynn, City Clerk