ACKNOWLEDGEMENT OF RECEIPT OF ADDENDUM

Transcription

1 WELLS COUNTY HIGHWAY DEPARTMENT 1600 W. WASHINGTON STREET BLUFFTON, INDIANA PHONE 260/ FAX 260/ WELLS COUNTY HIGHWAY DEPARTMENT & BOARD OF COMMISSIONERS Date: January 8, 2019 To: All Planholders From Nitin V. Timble, PE /A&Z Engineering LLC Subject Addendum Number: 3 Project Name: Hoosier Highway & CR 100 West Realignment Plan Project Number: ACKNOWLEDGEMENT OF RECEIPT OF ADDENDUM Date Received: This addendum is being forwarded to you for the above referenced project. Please sign below and acknowledge receipt of this Addendum by faxing this sheet to Eastern Engineering at (260) within 48 hours of receipt. A copy MUST also be included with your bid package upon submittal. Notes: \ THIS ADDENDUM MAY AFFECT YOUR BID. The attached documents are hereby added to the Specifications and Contract Documents and become a part of herein. Company: Authorized Signature: Date:

2 Date: January 8, 2019 HOOSIER HIGHWAY & CR 100 WEST REALIGNMENT PLAN PROJECT NO ADDENDUM NO. 3 To: All Plan Holders From: Nitin V. Timble, PE, A&Z Engineering, LLC The following BID/PROPOSAL page is to be added/changed to the contract documents: The attached BID/PROPOSAL page replaces the original page. A FULL AND COMPLETE COPY OF EACH CORRECTED PAGE IS ATTACHED TO THIS ADDENDUM. You must acknowledge receipt of this addendum by signing the first page, returning it via facsimile to (260) , and a copy of the first page must be included with your bid. This addendum consists of a total of 7 pages Also included with this Addendum are attachments, which include the following: Attachment No. 1 Revised Bid Form (2 pages + cover page)

3 ATTENTION BIDDERS All Bidders submitting a Bid on the above Contract shall carefully read this Addendum #1 and give it consideration in the preparation of their Bid. All Prime Bidders are responsible for informing their appropriate Subcontractors and Material Suppliers of these Addendum items. ADDENDUM ITEMS PROSPECTIVE BIDDER S QUESTIONS AND ANSWERS Q = Question, A = Answer Q: Is there a wage scale on this project A: There is no wage scale on this project. Q: Are commercial 53 s acceptable for this project or do they need to be State s 53s? A: 53 s shall be per current INDOT standards and specifications. Q: On TS-3, it says structure backfill for pipes under pavement shall be included in the contract unit price per linear foot of pipe. But then we have pay item #39 Structure Backfill, Type 1 for 113 CY. What exactly is this pay item for? A: Pay Item #39 stricken off from bid form. See attached Attachment No. 1 Q: Will owner s protective insurance and builder s risk/installation insurance be required for this project? See G-14 of specs. A: Yes, the successful contractor will be required to carry both owner s protective insurance and builder s risk/installation insurance. Q: Will Wells County require any permits and if so what are the cost? A: No permits and corresponding fees will be required from the contractor by Wells County on this project. Q: Will we be responsible for testing other than required test for HMA? A: Geotechnical Report Recommendations and Current INDOT standards and specifications shall be followed for testing. Q: Advertisement for Bid states bid bond is 10%. ITB page 4 states bid bond is 5%. Please clarify. A: Bid bond shall be for 5% of the bid amount. Q: Advertisement for Bid states our proposals be valid for 60 days. ITB page 1 states 90 days. Please clarify. A: Proposals shall be valid for 90 days.

4 PROJECT MANUAL I. Attachment No. 1 - Bid Form - Revised Please refer to Attachment No. 1 for the revised bid form. Items that are bold, italicized, struck off on bid form have been revised, added or deleted. + + END OF ADDENDUM + + PLEASE ACKNOWLEDGE THIS ADDENDUM IN THE BID YOU SUBMIT

5 Attachment No. 1

6 PART 3 CONTRACT ITEMS AND UNIT PRICES BID ITEMS Page 1 of 2 # Item Quantity Unit Unit Cost Total Cost 1 Excavation, Common Cys 2 Borrow for Fill Cys 3 Subgrade Treatment, Type IC Sys 4 ROTO-Milling, Asphalt, 1.5 inches Sys 5 Guardrail, Remove Lft 6 Sign, Remove Existing 6.0 Each 7 HMA Type B, Surface 9.5 mm Tons 8 HMA Type B, Intermediate 19.0 mm Tons 9 HMA Type B, Base 19.0 mm Tons 10 Compacted Aggregate, No Tons 11 Compacted Aggregate, No Tons 12 Choke Stone, No Tons 13 8" PCCP SYS 14 Sign, Sheet, With Legend, IN. Thickness 12.5 Sft 15 Sign Post, Square, 1, Reinforced Anchor Base 52.5 Lft 16 Sign, Sheet, Relocate 3.0 Each 17 Transverse Markings, Paint, Stop Line, 24 inches 26.0 Lft 18 Line, Multi-Component, Solid, White, 4 IN Lft 19 Line, Multi-Component, Solid, Yellow, 4 IN Lft 20 Guardrail, W-Beam, 6.25 feet spacing Lft 21 Guardrail End Treatment, Type OS 2.0 Each 22 Construction Sign, Type A 34.0 Each 23 Barricade, Type III-A 72.0 Lft 24 Barricade, Type III-B 90.0 Lft 25 Detour Route Marker Assembly 23.0 Each 26 Road Closure Sign Assembly 3.0 Each 27 Mulched Seeding, Undistributed Sys 28 Mobilization and Demobilization for Seeding 1.0 Each 29 Riprap, Revetment 72.0 Tons 30 Geogrid, Type IB Sys 31 Mailbox Assembly, Single 1.0 Each 32 Temporary Silt Fence Lft 32a Filter Sock Lft 33 Temporary Check Dam, Straw Bale 6.0 Each 34 Temporary Check Dam, Revetment Riprap 6.0 Each 35 Pipe, CMP, 12" Lft 36 Pipe, CMP, 15" Lft 37 Pipe End Section, 12" 8.0 Each 38 Pipe End Section, 15" 10.0 Each 39 Structure Backfill, Type Cys BID-5

7 BID ITEMS Page 2 of 2 40 Pipe, Remove 49.0 Lft 41 Field Office, B 12.0 Month 42 Computer System Equipment 1.0 Each 43 Clearing Right of Way 1.0 LSum 44 Construction Engineering 1.0 LSum 45 Maintenance of Traffic 1.0 LSum 46 Mobilization and Demobilization 1.0 LSum TOTAL BID Total Bid in Words BID-6