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Home My WebLink AboutBID - 8165 MULBERRY BRIDGE AT NEW MERCER DITCH BRIDGE REPLACEMENTAddendum 1 – 8165 Mulberry Bridge at New Mercer Ditch Bridge Replacement Page 1 of 5 ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 8165: Mulberry Bridge at New Mercer Ditch Bridge Replacement OPENING DATE: 3:00 PM (Our Clock) September 25, 2015 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 – Revised Bid Schedule Exhibit 2 – Questions & Answers Please contact Elliot Dale, Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing Addendum 1 – 8165 Mulberry Bridge at New Mercer Ditch Bridge Replacement Page 2 of 5 EXHIBIT 1 – REVISED BID SCHEDULE 201 -00000 Clearing and Grubbing LS 1 $ - 202 -00010 Removal of Tree EA 7 $ - 202 -00019 Removal of Inlet EA 2 $ - 202 -00200 Removal of Sidewalk SY 126 $ - 202 -00203 Removal of Curb & Gutter LF 244 $ - 202 -00210 Removal of Concrete Pavement SY 227 $ - 202 -00220 Removal of Asphalt Mat SY 646 $ - 202 -00400 Removal of Bridge EA 1 $ - 202 -00450 Removal of Bridge (Pedestrian) LS 1 $ - 202 -00495 Removal of Portions of Present Structure LS 1 $ - 202 -01000 Removal of Fence LF 33 $ - 203 -00100 Muck Excavation CY 131 $ - 206 -00000 Structure Excavation CY 553 $ - 206 -00065 Structure Backfill (Flowfill) CY 26 $ - 206 -00100 Structure Backfill (Class 1) CY 297 $ - 206 -01001 Bed Course (Special) CY 147 $ - 206 -01781 Shoring LS 1 $ - 208 -00000 Erosion Control Supervisor LS 1 $ - 208 -00005 Erosion Log (12 Inch) LF 107 $ - 208 -00022 Orange Safety Fence LF 153 $ - 208 -00035 Aggregate Bag LF 24 $ - 208 -00045 Concrete Washout Structure EA 1 $ - 212 -00100 Tree Retention and Protection LS 1 $ - 304 -06000 Aggregate Base Course (Class 6) TON 313 $ - 403 -33821 Hot Bituminous Pavement (Grading S) (100) (PG 64-22) TON 302 $ - 403 -34851 Hot Bituminous Pavement (Grading SX) (100) (PG 64-28) TON 90 $ - 406 -00700 Temporary Pavement SY 632 $ - 420 -00507 Geotextile Paving Fabric (Crack Reduction) (Class 3) SY 105 $ - 506 -00000 Riprap (12 Inch) TON 19 $ - 506 -00206 Riprap (6 Inch) TON 17 $ - ITEM NO. ITEMCOST DESCRIPTION UNITQUANTITY UNIT COST Addendum 1 – 8165 Mulberry Bridge at New Mercer Ditch Bridge Replacement Page 3 of 5 509 -70000 Stainless Steel Angle (Special) LF 172 $ - 514 -00200 Pedestrian Railing LF 10 $ - 514 -00201 Pedestrian Railing (Special) LF 47 $ - 514 -00202 Pedestrian Rail Attachment (Special) LF 1 $ - 514 -00203 Painting of Pedestrian Rail Attachment and Existing Rail (Special) LS 1 $ - 601 -03050 Concrete Class D (Wall) CY 86 $ - 601 -05035 Concrete Class S35 CY 191 $ - 601 -21011 Precast Concrete Vertical Column EA 2 $ - 601 -40008 Stone Veneer Type 1 SF 645 $ - 601 -40009 Stone Veneer Type 2 SF 102 $ - 601 -40010 Stone Cap Type 1 LF 74 $ - 601 -40300 Structural Concrete Coating SY 264 $ - 602 -00020 Reinforcing Steel (Epoxy Coated) LB 76800 $ - 607 -01000 Fence with Metal Posts, Smooth (2 Strand) LF 33 $ - 608 -00006 Concrete Sidewalk (6 inch) (Special) SY 114 $ - 608 -00045 Concrete Drive Entrance (Special) SY 35 $ - 609 -00000 Curb and Gutter, Type 2 (Section IIB) LF 140 $ - 613 -00400 3 Inch Electrical Conduit LF 354 $ - 619 -10160 16 Inch Welded Steel Pipe LF 45 $ - 619 -50640 8 Inch Water line LS 1 $ - 620 -00020 Sanitary Facility EA 1 $ - 626 -00005 Mobilization LS 1 $ - 630 -00000 Flagging (Special) HOUR 100 $ - 630 -00007 Traffic Control Inspection (Weekends) DAYS 56 $ - 630 -00012 Traffic Control Management (Working Days) DAYS 144 $ - 630 -70000 Construction Zone Traffic Control (Special) LS 1 $ - 630 -80359 Portable Message Sign Panel (Special) DAY 7 $ - 630 -85006 Impact Attenuator (Sand Filled) (Temporary) EA 1 $ - SUB TOTAL $ - Addendum 1 – 8165 Mulberry Bridge at New Mercer Ditch Bridge Replacement Page 4 of 5 700 -70010 F/A Minor Contract Revisions FA 1 $150,000 $ 150,000.00 700 -70011 F/A Partnering FA 1 $5,000 $ 5,000.00 700 -70380 F/A Erosion Control FA 1 $5,000 $ 5,000.00 IN WORDS: TOTAL BASE BID FORCE ACCOUNT Addendum 1 – 8165 Mulberry Bridge at New Mercer Ditch Bridge Replacement Page 5 of 5 EXHIBIT 2 – QUESTIONS & ANSWERS 1. Is there a 5% Colorado in-state preference for this project? No, there is not an in-state preference. 2. Will there be an asphalt price adjustment for this project? After carefully consideration, the City has decided not to have the asphalt price adjustment provision for this project. This change is reflected in the attached Revised Bid Schedule (Exhibit 1). Please use Exhibit 1 or the attached Excel file “8165 Add 1 Bid Schedule” in lieu of the previous version. 3. Can the waterline be joint restrained only through the lowering and not require the concrete thrust blocks? The waterline plan states that all joints shall be restrained for the entire length (Sta. 10+00 to 11+15.50). Concrete thrust blocks are not required in the lowering since all joints will be restrained. All fittings and restraints shall be epoxy coated with stainless steel bolts. 4. Are bell restraints required on the pipe inside of the steel casing? Yes, the pipe needs to be restrained inside of the steel casing. 5. Is any cathodic protection required on the waterline pipe? No, the waterline pipe will not require cathodic protection. However, the Steel casing will need to be protected per our standards and specifications with anode bags. 6. Will any customers be affected with a shutdown for the tie-in? There are no customer services between the two points of connection. During a shutdown to properly cut and plug, block and/or restrain at the tie-in points there is a possibility of affecting 18 customer services. An 8 hour shutdown is allowed for these customers twice during the duration of the project with 48 hours notice. 7. The notes require tracer wire and a locator station, where will the locator station be located? There is existing tracer wire in the 8” Gate valve on the east side of the ditch. This needs to be spliced and laid with the proposed pipe to the 8”x4” tie-in on the west side of the ditch. The tracer wire should be terminated with a locate station behind the sidewalk at this location. 8. Is there required lengths the existing pipe needs to be restrained back from the proposed tie-in points on the existing 4” main and existing 8” gate valve? The restrainment tie back length for the 8” and 4” existing waterlines is 60’ and 30’ respectively. For the purpose of the bid it should be assumed that the 4” waterline can be cut, plugged and blocked and the 8” waterline can have 60’ of pipe laid west of it and backfilled during an 8 hour shutdown. A second shutdown will be required to tie the mains in after it has been tested, chlorinated and blown off.