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HomeMy WebLinkAbout0850-72_Highland Haven Development Sewer Project - RDA_5.5CERTIFIED MAIL RETURN RECEIPT REQUESTED April 29, 1992 ADDENDUM NO. 3 TO: HOLDERS OF PLANS AND SPECIFICATIONS FOR THE INFRASTRUCTURE CONSTRUCTION OF TRACT NO. 3348 HIGHLAND HAVEN CONSTRUCTION PHASE I FONTANA REDEVELOPMENT AGENCY SEWER AND STORM DRAIN IMPROVEMENTS LOCATION: CITY OF FONTANA, COUNTY OF SAN BERNARDINO NOTICE TO BIDDERS: It is intended that all work affected by the following provisions shall conform to the original specifications and be incorporated as a part of the contract documents. Bidders shall assure themselves that all changes have been incorporated in their proposal. I. STORM DRAIN IMPROVEMENT PLANS - DRAWING NUMBER 2106 A. STORM DRAIN TRENCHING DETAIL - SHEET 1 of 9 Change maximum size of selected native material in bedding zone (per referenced Detail "A") per the following (for storm drain only): Bedding material in bedding zone for storm drain pipe shall contain no rocks/stones larger than 4 inches in greatest dimension. B. On all applicable sheets change from 30" R.C.P. (1400-D) to 30" R.C.P. (1350-D) C. On Sheet 3 of 9 change in profile to read from 33.13 L.F. of 54" R.C.P. (1000-D) to 33.13 L.F. of 54" R.C.P. (1350-D). II. Min. S.E. = 30 requirement for backfill material 12" above pipe is changed to min. S.E. = 20. This applies to all sets of plans and specifications. • • CERTIFIED MAIL RETURN RECEIPT REQUESTED April 29, 1992 ADDENDUM NO. 3 TO: HOLDERS OF PLANS AND SPECIFICATIONS FOR THE INFRASTRUCTURE CONSTRUCTION OF TRACT NO. 3348 HIGHLAND HAVEN CONSTRUCTION PHASE I FONTANA REDEVELOPMENT AGENCY SEWER AND STORM DRAIN IMPROVEMENTS LOCATION: CITY OF FONTANA, COUNTY OF SAN BERNARDINO NOTICE TO BIDDERS: It is intended that all work affected by the following provisions shall conform to the original specifications and be incorporated as a part of the contract documents. Bidders shall assure themselves that all changes have been incorporated in their proposal. I. STORM DRAIN IMPROVEMENT PLANS - DRAWING NUMBER 2106 A. STORM DRAIN TRENCHING DETAIL - SHEET 1 of 9 Change maximum size of selected native material in bedding zone (per referenced Detail "A") per the following (for storm drain only): Bedding material in bedding zone for storm drain pipe shall contain no rocks/stones larger than 4 inches in greatest dimension. B. On all applicable sheets change from 30" R.C.P. (1400-D) to 30" R.C.P. (1350-D) C. On Sheet 3 of 9 change in profile to read from 33.13 L.F. of 54" R.C.P. (1000-D) to 33.13 L.F. of 54" R.C.P. (1350-D). II. Min. S.E. = 30 requirement for backfill material 12" above pipe is changed to min. S.E. = 20. This applies to all sets of plans and specifications. • • CERTIFIED MAIL RETURN RECEIPT REQUESTED April 29, 1992 ADDENDUM N0. 3 TO: HOLDERS OF PLANS AND SPECIFICATIONS FOR THE INFRASTRUCTURE CONSTRUCTION OF TRACT NO. 3348 HIGHLAND HAVEN CONSTRUCTION PHASE I FONTANA REDEVELOPMENT AGENCY SEWER AND STORM DRAIN IMPROVEMENTS LOCATION: CITY OF FONTANA, COUNTY OF SAN BERNARDINO NOTICE TO BIDDERS: It is intended that all work affected by the following provisions shall conform to the original specifications and be incorporated as a part of the contract documents. Bidders shall assure themselves that all changes have been incorporated in their proposal. I. STORM DRAIN IMPROVEMENT PLANS - DRAWING NUMBER 2106 A. STORM DRAIN TRENCHING DETAIL - SHEET 1 of 9 Change maximum size of selected native material in bedding zone (per referenced Detail "A") per the following (for storm drain only): Bedding material in bedding zone for storm drain pipe shall contain no rocks/stones larger than 4 inches in greatest dimension. B. On all applicable sheets change from 30" R.C.P. (1400-D) to 30" R.C.P. (1350-D) C. On Sheet 3 of 9 change in profile to read from 33.13 L.F. of 54" R.C.P. (1000-D) to 33.13 L.F. of 54" R.C.P. (1350-D). II. Min. S.E. = 30 requirement for backfill material 12" above pipe is changed to min. S.E. = 20. This applies to all sets of plans and specifications. • • CERTIFIED MAIL RETURN RECEIPT REQUESTED April 29, 1992 ADDENDUM N0. 3 TO: HOLDERS OF PLANS AND SPECIFICATIONS FOR THE INFRASTRUCTURE CONSTRUCTION OF TRACT NO. 3348 HIGHLAND HAVEN CONSTRUCTION PHASE I FONTANA REDEVELOPMENT AGENCY SEWER AND STORM DRAIN IMPROVEMENTS LOCATION: CITY OF FONTANA, COUNTY OF SAN BERNARDINO NOTICE TO BIDDERS: It is intended that all work affected by the following provisions shall conform to the original specifications and be incorporated as a part of the contract documents. Bidders shall assure themselves that all changes have been incorporated in their proposal. I. STORM DRAIN IMPROVEMENT PLANS - DRAWING NUMBER 2106 A. STORM DRAIN TRENCHING DETAIL - SHEET 1 of 9 Change maximum size of selected native material in bedding zone (per referenced Detail "A") per the following (for storm drain only): Bedding material in bedding zone for storm drain pipe shall contain no rocks/stones larger than 4 inches in greatest dimension. B. 0n all applicable sheets change from 30" R.C.P. (1400-D) to 30" R.C.P. (1350-D) C. On Sheet 3 of 9 change in profile to read from 33.13 L.F. of 54" R.C.P. (1000-D) to 33.13 L.F. of 54" R.C.P. (1350-D). II. Min. S.E. = 30 requirement for backfill material 12" above pipe is changed to min. S.E. = 20. This applies to all sets of plans and specifications. • • CERTIFIED MAIL RETURN RECEIPT REQUESTED April 29, 1992 ADDENDUM N0. 3 TO: HOLDERS OF PLANS AND SPECIFICATIONS FOR THE INFRASTRUCTURE CONSTRUCTION OF TRACT NO. 3348 HIGHLAND HAVEN CONSTRUCTION PHASE I FONTANA REDEVELOPMENT AGENCY SEWER AND STORM DRAIN IMPROVEMENTS LOCATION: CITY OF FONTANA, COUNTY OF SAN BERNARDINO NOTICE TO BIDDERS: It is intended that all work affected by the following provisions shall conform to the original specifications and be incorporated as a part of the contract documents. Bidders shall assure themselves that all changes have been incorporated in their proposal. I. STORM DRAIN IMPROVEMENT PLANS - DRAWING NUMBER 2106 A. STORM DRAIN TRENCHING DETAIL - SHEET 1 of 9 Change maximum size of selected native material in bedding zone (per referenced Detail "A") per the following (for storm drain only): Bedding material in bedding zone for storm drain pipe shall contain no rocks/stones larger than 4 inches in greatest dimension. B. On all applicable sheets change from 30" R.C.P. (1400-D) to 30" R.C.P. (1350-D) C. On Sheet 3 of 9 change in profile to read from 33.13 L.F. of 54" R.C.P. (1000-D) to 33.13 L.F. of 54" R.C.P. (1350-D). II. Min. S.E. = 30 requirement for backfill material 12" above pipe is changed to min. S.E. = 20. This applies to all sets of plans and specifications. • • CERTIFIED MAIL RETURN RECEIPT REQUESTED April 17, 1992 ADDENDUM NO. 1 TO: HOLDERS OF PLANS AND SPECIFICATIONS FOR THE INFRASTRUCTURE CONSTRUCTION OF TRACT NO. 3348 HIGHLAND HAVEN CONSTRUCTION PHASE I FONTANA REDEVELOPMENT AGENCY SEWER AND STORM DRAIN IMPROVEMENTS LOCATION: CITY OF FONTANA, COUNTY OF SAN BERNARDINO A. PROPOSAL BID SHEET Please replace Proposal Bid Sheet No. P-13 with new Bid Sheet No. P-13. Item 29. Raise Manholes to Grade has been added. B. TECHNICAL PROVISION SHEET TP-7 Please change last paragraph on Sheet TP-7 to read "The concrete for surface improvements shall be Class 520-C-2500 while that for inlet structures and junction structures shall be Class 560-C-3250 and while that for box culverts shall be Class 650-C-4000. C. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Please change SP-1 to read "Except as specified below, the Standard Specification for Public Works Construction (SSPWC) 1991 Edition as amended, commonly referred to as "The Green Book", will apply to and control this work". a • Item Estimated Unit of Unit No. Description Quantity Quantity Price Total 14. 54" DIAMETER R.C.P. (1350-D) 395 L.F. $ $ 15. 48" DIAMETER R.C.P. (1350-D) 890 L.F. $ $ 16. 42" DIAMETER R.C.P. (1350-D) 400 L.F. $ $ 17. 36" DIAMETER R.C.P. (1350-D) 395 L.F. $ $ 18. 30" DIAMETER R.C.P. (1350-D) 475 L.F. $ $ 19. 24" DIAMETER R.C.P. (1350-D) 295 L.F. $ $ 20. 18" DIAMETER R.C.P. (1350-D) 90 L.F. $ $ 21. STORM DRAIN MANHOLE NO. 1 MOD. 1 EA $ $ 22. STORM DRAIN MANHOLE NO. 4 6 EA $ $ 23. STORM DRAIN JUNCTION STRUCTURE 2 NO. 2 24. STORM DRAIN JUNCTION STRUCTURE 2 NO. 4 EA $ $ EA $ $ 25. STORM DRAIN TRANSITION 5 EA $ $ STRUCTURE NO. 3 26. BULKHEADS 27. BARRICADES 28. TRAFFIC CONTROLS 29. RAISE MANHOLES TO GRADE Total Amount in Words 17 2 1 43 EA $ $ EA $ $ L.S. $ $ EA $ $ TOTAL For Items 1 thru 29 NOTE: The estimated quantities listed in the Proposal Bid Sheet(s) are supplied to give an indication of the general scope of work, but the accuracy of these figures is not guaranteed and the bidder shall make his own estimates from the drawings. In case of a variation between the unit price and the totals shown by the bidder, the unit price will be considered to be the bid. BIDDER'S NAME TELEPHONE NUMBER FAX NUMBER P-13 CERTIFIED MAIL RETURN RECEIPT REQUESTED April 21, 1992 ADDENDUM NO. 2 TO: HOLDERS OF PLANS AND SPECIFICATIONS FOR THE INFRASTRUCTURE CONSTRUCTION OF TRACT NO. 3348 HIGHLAND HAVEN CONSTRUCTION PHASE I FONTANA REDEVELOPMENT AGENCY SEWER AND STORM DRAIN IMPROVEMENTS LOCATION: CITY OF FONTANA, COUNTY OF SAN BERNARDINO A. NOTICE INVITING SEALED BIDS Please change the bid opening date in the first paragraph from 29th day of April to 7th day of May, 1992. 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334.0518 .• (714) 350-7600 SISTER CITY- KAMLOOPS, B.C. CANADA. i FAX COMMUNICATIONS FROM FAX N0. [714] 3 5 0 - 6613 PLEASE DELIVER THE FOLLOWING PAGES TO: NAME: t\&rolA. Pr41 LOCATION: 5Lther FAX NUMBER: VL2.. r1 4 t7 FROM: ,ZGc,(l PHONE: S 2.9.—b Oc % er�rl LOCATION: ,1, l o'P Fr►,Ja+1,4L. ACCOUNT N0. PHONE: 3 0—d 547 TOTAL NUMBER OF PAGES: 7— DATE: 5V5 TIME: 2S11-5 (including cover sheet) MESSAGE: A++&LcL i 5 A 14e j Lon MO • 3 CITY or CAL IFOR NIA 1 1;) r iyC�ti l-Ltveii O N T A N A CC: FAX CHARGE IS: $3.00 1ST PAVE (EXCLIJLi 1G COVER SHE() 1 5u-iHEaEA l'Ei . PLEASE MAKE CHECK PAYABLE TO CITY OF FONTANA IN THE AMOUNT OF $ AND MAIL TO: CITY OF FONTANA, P.O.BOX 518, FONTANA, CA. 92334 FROM: name company / firm address phone no. NOTE: PLEASE RETURN THIS COVER SHEET WITH PAYMENT (ACC.N0.010-0316-2100) JAN. 1992 SKY-- • • City of Fontana CALIFORNIA CERTIFIED MAIL RETURN RECEIPT REQUESTED April 29, 1992 ADDENDUM NO. 3 TO: HOLDERS OF PLANS AND SPECIFWAII0NS FOR THE INFRASTRUCTURE CONSTRUCTION OF TRACT NO. 3/48 NTIOND HAVEN CONSTRUCTION PHASE I FONTANA REDEVELOPMENT AGENCY SEWER AND STORM DRAIN IMPROVEMENTS LOCATION: CITY OF FONTANA, COUNTY OF SAN BERNARDINO NOTICE TO BIDDERS: It is intended that all work affected by the following provisions shall conform to the original specifications and be incorporated as a part of the contract documents. Bidders shall assure themselves that all changes have been incorporated in their proposal. I. STORM DRAIN IMPROVEMENT PLANS - DRAWING NUMBER 2106 A. STORM DRAIN TRENCHING DETAIL - SHEET 1 of 9 Change maximum size of selected native material in bedding zone (per referenced Detail "A") per the following (for storm drain only): Bedding material in bedding zone for storm drain pipe shall contain no rocks/stones larger than 4 inches in greatest dimension. B. On all applicable sheets change from 30" R.C.P. (1400-D) to 30" R.C.P. (1350-D) C. On Sheet 3 of 9 change in profile to read from 33.13 L.F. of 54" R.C.P. (1000-D) to 33.13 L.F. of 54" R.C.P. (1350-D). II. Min. S.E. = 30 requirement for backfill material 12" above pipe is changed to min. S.E. = 20. This applies to all sets of plans and specifications. 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334-0518 • (714) 350-7600 SISTER CITY- KAMLOOPS, B.C. CANADA CITY OF FONTANA POST OFFICE BOX 518 FONTANA, CA 92334-0518 P 330 855 030 I%.! r,r p1:.,r:rf • i,— "-.�:. _�%DA A Ken Thomyn 2250 WLowe11 Street Ria, CA 92377 _�,� _ ✓ �i !i S a�OSIAGE is 602194e :11'lin-Ili 11,1 -til :„� 1,11 Is your RETURN ADDRESS completed on the reverse side? Thank you for using Return Receipt Service. • FAX COMMUNICATIONS FROM FAX NO. [714] 3 5 0 - 6613 PLEASE DELIVER THE FOLLOWING PAGES TO: NAME: LOCATION: Kew, owe So.� I N L FAX NUMBER: ht4)� -14-5 1, PHONE: FROM: Z-7/1-0ezT40.1 LOCATION: (ti)[) ACCOUNT NO. PHONE: CITY op CAL IFOR NIA 1 TOTAL NUMBER OF PAGES: 2- DATE: q4/q2-. TIME: - , 2° i m (including cover sheet) MESSAGE: "11% 5 , 5 A cdd.e ktd t /Jo 3 0 N T A N A FAX CHARGE IS: $3 PLEASE MAKE CHECK AND MAIL TO: CC: .00 1ST PAGE (EXCLUIridG COVER SHEEI") 1 u"i IE EAF i'ER. PAYABLE TO CITY OF FONTANA IN THE AMOUNT OF $ CITY OF FONTANA, P.O.BOX 518, FONTANA, CA. 92334 FROM: name company / firm address phone no. NOTE: PLEASE RETURN THIS COVER SHEET WITH PAYMENT (ACC.N0.010-0316-2100) JAN. 1992 SKY-- CITY OF FONTANA FONTANA REDEVELOPMENT AGENCY NOTICE INVITING SEALED BIDS FOR INFRASTRUCTURE CONSTRUCTION OF TRACT NO. 3348 - HIGHLAND HAVEN CONSTRUCTION PHASE I FONTANA REDEVELOPMENT AGENCY PROJECT PUBLIC NOTICE IS HEREBY GIVEN that the Fontana Redevelopment Agency, as AGENCY, invites sealed bids for the above stated project and will receive such bids in the offices of the City Clerk at 8353 Sierra Avenue, Fontana, California 92335 up to the hour of 2:00 P.M. on the 7th day of May, 1992, at which time they will be publicly opened and read aloud. The work of improvements shall consist of, but is not limited to, furnishing of all materials, tools, labor, testing and incidentals as required for the construction and installation for the above -stated project per the plans, specifications and the contract documents. The general items of work to be done hereunder consist of, but are not limited to: The installation of gravity sewer mains and appurtenances including manholes, laterals and encasement structures; installation of storm drain facilities and appurtenances including pipes, manholes, junction structures, transition structures and bulkheads; and pavement removal, trench repair and pavement replacement. Copies of Plans, Specifications, and Contract Documents are available from the Engineering Division of the Community Development Department of the City of Fontana, 8353 Sierra Avenue, Fontana, CA 92335 upon payment of a Thirty-five dollars ($35.00) non-refundable fee ($40.00) if mailed. A payment bond and a performance bond, each in an amount equal to 100% of the total contract amount, shall be required concurrently with the execution of the contract and shall be in the form set forth in the contract documents.. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Labor Code Section 1735 requires that no discrimination be made in the employment of persons upon public works because of the race, religious creed, color national origin, ancestry, physical handicap, medical condition, marital status, or sex of such person, except as provided in Government code Section 12940. Compliance with the prevailing rates of wages and apprenticeship employment standards established by the State Director of Industrial Relations will be required. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, ancestry, sex, or religion will also be required. • • The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. The contract documents call for monthly progress payments based upon the engineer's estimate of the percentage of work completed. The Agency will retain 10 percent of each progress payment as security for completion of the balance of the work. At the request and expense of the successful bidder, the Agency will pay the amounts so retained upon compliance with the requirements of Public Contract Code Section 22300 and the provisions of the contract documents pertaining to Substitution of Securities. Bids must be prepared on the approved proposal forms in conformance with the Instructions to Bidders and submitted in a sealed envelope plainly marked on the outside "SEALED BIDS FOR INFRASTRUCTURE CONSTRUCTION OF TRACT NO. 3348 - HIGHLAND HAVEN, CONSTRUCTION PHASE'I, FONTANA REDEVELOPMENT AGENCY PROJECT. DO NOT OPEN WITH REGULAR MAIL." The AGENCY reserves the right to reject any or all bids, to waive any irregularity, to accept any bid or portion thereof, and to take all bids under advisement for a period of ninety-five (95) days. At the time of contract award, the prime contractor shall possess a Class "A" contractor's license and/or any combination of Class "C" specialty contractors license(s) sufficient to perform the work. BY ORDER OF the City Council of the Fontana Redevelopment Agency. Dated this 31st day of March, 1992. By Kathy Montoya Agency Secretary City of Fontana 8353 Sierra Avenue Fontana, CA 92335 (714) 350-7610 Note to Press: Publish twice - April 23, 1992 and April 30, 1992 Send proof of publication to: Fontana Redevelopment Agency c/o Maggie Pacheco 8353 Sierra Avenue Fontana, CA 92335