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2004-05-10 Bidding Addendum .. ADDENDUM NO.1 May 10, 2004 2004 Prairie Run Albertville, Minnesota SEH No. A-ALBEV 0409 From: SEH 1200 25th Avenue South PO Box 1717 St. Cloud, Minnesota 56302-1717 320.229.4300 To: Document Holders DOCUMENT HOLDERS on the above-named project are hereby notified that this document shall be appended to, take precedence over, and become part of the original bidding documents dated April 19,2004 for this work. Bids submitted for the construction of this work shall conform to this document. This addendum consists of 2 pages and the attached Document No. 00006 Certification, Document No. 00410 Revised Bid Form (05/10/04), and Drawing Nos. 1,4,7, 10,20,21, and S1.1. Changes to Introductory Information: 1. Document No. 00006, Certification - Division 16: Add the enclosed Document 00006. Changes to Bidding Requirements: 2. Document No. 00410, Bid Form: Delete in its entirety, in lieu thereof, substitute the enclosed Revised Bid Form (05/10/04). Changes to the Specifications: 3. Section No. 02115, Article 1.01, Paragraph C.2.d., Page No.1: Add the following: "d. Approximately 3,000 CY of common borrow material located at Albert Villas Park shall be utilized for grading work on this project. The borrow site shall be leveled and topsoil re-spread. The leveling and topsoil re-spread shall be incidental to the common borrow item." 4. Section No. 02510, Article 2.03, Paragraph A, Page No.2: Delete in its entirety, in lieu thereof, substitute the following: "A. MnlDOT Spec. 3138, Class 5, as modified herein or recycled concrete meeting a Class 5 gradation." 5. Section No. 2575, Article 2.03, Paragraph B.5., Page No.2: Delete in its entirety, in lieu thereof, substitute the following: "5. Apco Series 100, or equa1." 2004 Priairie Run A-ALBEV 0409 Addendum No.1 Page 1 6. Section No. 02732, Article 2.01, Paragraph A, Page No.2: Delete in its entirety, in lieu thereof, substitute the following: "A. Pumping units and appurtenances shall be Flygt CP 3085-434, 3 horsepower, 460 volts, 3-phase." 7. Section No. 02732, Article 2.03, Paragraph A.4., Page No.3: Delete in its entirety, in lieu thereof, substitute the following: "4. Deliver 117 gallons per minute against a total dynamic head of 32 feet." Changes to Drawings: 8. Drawing Nos. 1,4,7, 10,20, and 21: Delete in their entirety, in lieu thereof, substitute the enclosed revised Drawing Nos. 1,4,7, 10,20, and 21, dated 05/10/04. 9. Drawing No. S1.1: Add the enclosed Drawing S1.1. Note: Receipt of this Addendum No. 1 shall be acknowledged on Page 00410-1 of the submitted Bid Form. Failure to do so may subject BIDDER to disqualification. END OF SECTION Addendum No.1 Page - 2 2004 Prairie Run A-ALBEV 0409 DOCUMENT 00410 REVISED BID FORM (05/10/04) Contractor's Name PROJECT IDENTIFICATION: 2004 Prairie Run Albertville, Minnesota SEH No.A-ALBEV 0409 THIS BID IS SUBMITTED TO: Honorable Mayor and City Council c/o Mr. Larry Kruse, Administrator City of Albertville 5975 Main Avenue Northeast P.O. Box 9 Albertville, MN 55301-0009 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER on the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This bid will remain subject to acceptance for 60 calendar days after the day of bid opening. BIDDER will sign and deliver the required number of counterparts of the Agreement with the bonds and other documents required by the Bidding Requirements within 15 days after the date of OWNER's Notice of Award. 3. In submitting this bid, BIDDER represents, as more fully set forth in the Agreement, that: a. BIDDER has examined and carefully studied the Bidding Documents and the following Addenda (receipt of all which is hereby acknowledged): Date Number b. BIDDER has visited the site and become familiar with, and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. c. BIDDER is familiar with, and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, performance and furnishing of the Work. 2004 Prairie Run A-ALBEV 0409 Revised Bid Form (05/10/04) 00410 - 1 d. BIDDER has studied carefully all reports of all explorations and tests of subsurface conditions at or contiguous to the site and all Drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except underground facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph S.C. 4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and Drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions. BIDDER acknowledges that such reports and Drawings are not Contract Documents and may not be complete for BIDDER's purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to underground facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incidental thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this bid is submitted as indicated in the Contract Documents. f. BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and Drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this bid is submitted. h. This bid is genuine and not made in the interest of, or on behalf of, any undisclosed person, firm or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation. BIDDER has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid. BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other bidder or over OWNER. 1. (Any other representation required by Laws and Regulations.) 2004 Prairie Run A-ALBEV 0409 Revised Bid Form (05/10/04) 00410 - 2 4. BIDDER will complete the Work for the following price(s): 1 MOBILIZA nON LS 1.00 2 SILT FENCE, HEAVY DUTY LF 5,525.00 3 INLET PROTECTION TYPE A EA 38.00 4 INLET PROTECTION TYPE C EA 38.00 5 CLEAR & GRUB AC 5.00 6 REMOVE PAVEMENT MARKING LF 800.00 7 REMOVE BITUMINOUS PAVEMENT SY 650.00 8 SA WCUT BITUMINOUS PAVEMENT LF 1,270.00 9 STREET SIGNS EA 6.00 10 STOP SIGNS EA 6.00 11 STREET LIGHTS EA 7.00 12 TRAFFIC CONTROL LS 1.00 13 COMMON EXCA VA TION (EV) (P) CY 108,677.12 14 COMMON BORROW (LV) CY 28,500.00 15 SELECT GRANULAR BORROW (P) CY 9,994.00 (CV) 16 MUCK EXCAVATION (EV) CY 25,000.00 17 SUB-GRADE CORRECTION (EV) CY 25,000.00 18 AGGREGATE BASE CL 5, MODIFIED CY 4,870.00 (P) (CV) 19 AGGREGATE BASE CL 3, MODIFIED CY 880.00 (P) (CV) 20 TYPE L VWE45030B WEARING TN 1,765.00 COURSE MIXTURE 2004 Prairie Run Revised Bid Form (05/10/04) A-ALBEV 0409 00410 - 3 Item Unit of Approximate Unit No. Item Descri tion Measure Quantit Price Amount 21 TYPE L VNW35030B BINDER COURSE TN 916.00 MIXTURE 22 TYPE L VNW35030B BASE COURSE TN 2,407.00 MIXTURE 23 BITUMINOUS MATERIAL FOR TACK GA 858.00 COAT 24 GEOTEXTILE FABRIC SY 19,725.00 25 4" PERF COR PE PIPE DRAIN W/SOCK LF 8,348.00 26 ROCK CONSTRUCTION ENTRANCE EA 2.00 27 6" CONCRETE WALK WI SAND SF 11,812.00 BEDDING 28 CONCRETE CURB & GUTTER, DESIGN LF 5,425.00 B618 29 CONCRETE CURB & GUTTER, DESIGN LF 3,124.00 D418 30 T' CONCRETE DRIVEWAY PAVEMENT SY 25.00 (W/6" AGGREGATE BASE) 31 ADJUST MANHOLE CASTING EA 17.00 32 ADJUST GATE VALVE BOX EA 16.00 33 PAVEMENT MESSAGE (RIGHT EA 2.00 ARROW) - EPOXY 34 4" SOLID LINE WHITE - EPOXY LF 1,800.00 35 4" DOUBLE SOLID LINE YELLOW- LF 300.00 EPOXY 36 24" SOLID LINE WHITE - EPOXY LF 90.00 37 ZEBRA CROSSWALK WHITE - EPOXY SF 130.00 38 CONNECT TO EXISTING MANHOLE EA 1.00 39 4" PVC SERVICE PIPE, SCH 40 LF 2,203.00 40 4" PVC SANITARY SEWER RISER, SCH LF 134.00 40 41 6" PVC SANITARY SEWER, SCH 40 LF 233.00 42 6" PVC SANITARY SEWER RISER, SCH LF 140.00 40 2004 Prairie Run A-ALBEV 0409 Revised Bid Form (05/10/04) 00410 - 4 Item Unit of Approximate Unit No. Item Descri tion Measure Quantit Price Amount 43 8" PVC SANITARY SEWER, SDR35 LF 822.00 44 8" PVC SANITARY SEWER, SDR26 LF 104.00 45 10" PVC SANITARY SEWER, SDR26 LF 2,868.00 46 8" OUTSIDE DROP LF 25.00 47 8" X 4" PVC WYE & BEND, SDR 26 EA 25.00 48 10" X 4" PVC WYE & BEND, SDR 25 EA 28.00 49 10" X 6" PVC WYE & BEND, SDR 26 EA 6.00 50 PIPE FOUNDATION MATERIAL (CV) CY 382.70 51 4" FORCE MAIN, PVC C-900 LF 105.00 52 FORCE MAIN FITTINGS LB 120.00 53 CONSTRUCT 48" SANITARY EA 17.00 MANHOLE (0-10') 54 EXTRA DEPTH MANHOLE LF 139.76 55 CLEAN & TELEVISE SANITARY . LF 3,794.00 SEWER 56 LIFT STATION LS 1.00 57 6-INCH CONCRETE LIFT STATION SY 50.00 SLAB W/6" AGG BASE 58 BITUMINOUS DRIVEWAY - LIFT SY 25.00 STATION 59 POLE MOUNTED LIGHT EA 1.00 60 BOLLARD EA 4.00 61 CONNECT TO EXISTING WATER EA 2.00 MAIN 62 RELOCATE EXISTING HYDRANT & EA 2.00 LEAD 63 8" WATER MAIN - PVC C-900 LF 3,226.00 64 6" WATER MAIN - PVC C-900 LF 1,332.00 2004 Prairie Run A-ALBEV 0409 Revised Bid Form (05/10/04) 00410 - 5 Item Unit of Approximate Unit No. Item Oescri tion Measure Quanti Price Amount 65 HYDRANT EA 11.00 66 6" GATE VALVE AND BOX EA 21.00 67 8" GATE VALVE AND BOX EA 6.00 68 3" INSULATION SY 170.00 69 WATER MAIN FITTINGS LB 3,132.00 70 1" COPPER SERVICE LF 1,972.00 71 1" CORP AND CURB STOP EA 53.00 72 12" RCP PIPE CL5 LF 214.00 73 12" HDPE OR EQUAL LF 540.00 74 15" RCPPIPECL5 LF 608.00 75 15" HDPE OR EQUAL LF 310.00 76 18" RCP PIPE CL3 LF 174.00 77 18" RCP PIPE CL5 LF 258.00 78 18" HDPE OR EQUAL LF 185.00 79 21" RCP PIPE CL3 LF 62.00 80 24" RCP PIPE CL3 LF 442.00 81 27" RCP PIPE CL3 LF 314.00 82 33" RCP PIPE CL3 LF 282.00 83 36" HDPE OR EQUAL LF 332.00 84 8" SCH 40 PVC PIPE LF 23.00 85 CONST DRAINAGE STRUCTURE DES EA 5.00 C,G,ORH 86 CONST DRAINAGE STRUCTURE TYPE EA 9.00 II 2004 Prairie Run A-ALBEV 0409 Revised Bid Form (05/10/04) 00410 - 6 Item Unit of Approximate Unit No. Item Descri tion Measure Quanti Price Amount 87 CONST DRAINAGE STRUCTURE EA 18.00 DESIGN 48-4020 88 CONSTDRAINAGESTRUCTURE EA 1.00 DESIGN 60-4020 89 CONST DRAINAGE STRUCTURE EA 3.00 DESIGN 72-4020 90 CONSTDRAINAGESTRUCTURE EA 1.00 DESIGN 84-4020 91 SPECIAL OUTLET STRUCTURE EA 1.00 92 RANDOM RIPRAP CLASS II W/GEO CY 122.00 FABRIC 93 12" RC APRON WITRASH GUARD EA 5.00 94 15" RC APRON WITRASH GUARD EA 1.00 95 18" RC APRON WITRASH GUARD EA 2.00 96 24" RC APRON WITRASH GUARD EA 4.00 97 33" RC APRON WITRASH GUARD EA 1.00 98 36" RC APRON WITRASH GUARD EA 1.00 99 TEMPORARY SEED, FERTILIZE, AC 30.00 MULCH AND DISK ANCHOR 100 NATIVE SEED, FERTILIZER, WOOD SY 3,200.00 FIBER BLANKET 101 BOULEVARD SEED, MNDOT 270 RT, SY 6,000.00 RTILIZER, WOOD FIBER BLANKET 102 SOD TYPE LAWN SY 8,200.00 TOTAL BID FOR ALL UNIT PRICES Unit Prices have been computed in accordance with paragraph 11.03 of the General Conditions. BIDDER acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. 5. BIDDER agrees that the Work will be substantially complete and ready for final payment, in accordance with paragraph 14.13 of the General Conditions, on or before the dates or within the number of calendar days indicated in the Summary of Work. 2004 Prairie Run A-ALBEV 0409 Revised Bid Form (05/10/04) 00410 - 7 BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. Communications concerning this bid shall be addressed to the address of BIDDER indicated below. 7. The terms used in this bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. DATESUBMITfED: If BIDDER is: An Individual By (Individual's Name) Doing Business As Business Address Phone & FAX: A Partnership By (Firm Name) (General Partner's Name & Signature) Business Address Phone & FAX: A Corporation (Corporation Name) (State of Incorporation) By (Title, Name & Signature of Person Authorized to Sign) (Corporate Seal) Attest (Secretary) Business Address Phone & FAX: END OF SECTION Revised Bid Form (05/10/04) 00410 - 8 u:\A \olbev\040900\cOd\OI409tl.dgn 5/10/2004 1:55117 P'" ., I I ~III! I I 11 II III I1II I 't Till I I ~ ~. I I ~ I I II I ,,- ~ II~t 1111 - I I I rI ~ I, I n~rH I : ~ ~ I.... I '" ~ E" :Sf- *- I I x <> I 0 .,' >'.::. . ' ,,,I ~Hmn I l'_ I ~ I '" i: -CI fii:l I ..''''~ . I , I ! I I I 'I 13 II i I 1 ~ ->>'" I I i I I~ :Q 1'1 ;c: o < 1'1 ... :Q 1'1 1'1 z ? '" -< o ". .... 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