Replace BID SCHEDULE with attached revised BID SCHEDULE.

Transcription

1 CONTRACT ADDENDUM Project: 9 st Ave SE & 4 th Street SE Sidewalk Improvements Project No: 00 Addendum No: Date: 0 September 0 Addendum: Replace BID SCHEDULE with attached revised BID SCHEDULE. Section -0.(4)B Earth Embankment Construction shall be added to the Special Provisions as follows: Section -0.(4)B Earth Embankment Construction is supplemented with the following: (*****) All fill from top of Pipe Zone Bedding to top of new subgrade shall be Bank Run Gravel for Trench Backfill per Section or Engineer approved equal. All landscaping shown on the Drawings, shall be backfilled with Bank Run Gravel for Trench Backfill to subgrade below topsoil. Section -0.4 Measurement in the Special Provisions shall be supplemented with the following: Section -0.4 shall be supplemented as follows: (*****) Measurement of bank run gravel for trench backfill will be by the ton. Measurement of unsuitable foundation excavation incl. haul will be by the cubic yard. Addendum No. 0 September 0

2 Section -0. Payment in the Special Provisions shall be supplemented with the following: Section -0. shall be supplemented as follows: (*****) Bank Run Gravel for Trench Backfill, per ton. Unsuitable Foundation Excavation Incl. Haul, per cubic yard. Section -. Payment shall be added to the Special Provisions as follows: Section -. is supplemented with the following: (*****) All labor and materials relating to the excavation for wall construction including but not limited to -inch Minus Drain Rock, and Geotextile Fabric shall be included in the bid item Reinforced Concrete Retaining Wall. All excavation below the wall footing shall be included in the bid item Unsuitable Foundation Excavation Incl. Haul. Section -04. Payment shall be supplemented with the following: Section -04. shall be supplemented as follows: (****) Corrugated Polyethylene Storm Sewer Pipe In. Diam., per linear foot. The unit Contract price per linear foot for storm sewer pipe of the kind and size specified shall be full pay for all Work to complete the installation, including adjustment of inverts to manholes. Work and materials to backfill above the pipe zone shall be Bank Run Gravel for Trench Backfill per and paid for in accordance with Section -0. Bank Run Gravel for Trench Backfill. Sheet C0 - Replace Drawing Sheet C0 with attached revised Drawing Sheet C0. Sheet C0 Add a general note to Detail C - WSDOT RFB, to say, BEACON MU INCLUDE SOLAR POWER UNIT. Addendum No. 0 September 0

3 This Addendum will be incorporated in the contract documents when formally executed. A copy of this Addendum should be included when submitting the bid proposal for this project. Certified Addendum Aaron Halverson Capital Projects Coordinator _ 9/0/0 Date Addendum No. 0 September 0

4 BID SCHEDULE (REVISED PER ADDENDUM NO. ) 9 st Ave SE & 4 th Street SE Sidewalk Improvements Project NOTE: Unit prices for all items, all extensions, and the total amount bid must be shown. All entries must be typed or entered in ink. Item No. Spec. Section Item Unit Quantity Unit Price Total Amount -0.() SPCC Plan LS -09. Force Account E $0,000 $0, Mobilization LS 4-0.() Project Temporary Traffic Control LS -0. Clearing and Grubbing LS Removal of Structures and -0. Obstructions LS -0. Roadway Excavation Incl. Haul CY 0-0. Bank Run Gravel for Trench Backfill TON 4 Unsuitable Foundation Excavation Incl Haul CY 0 -. Trimming and Cleanup LS Crushed Surfacing Base Course TON Asphalt Treated Base, PG 4- TON HMA for Pavement Repair CL ½ PG TON HMA CL ½ PG 4- TON -. Reinforced Conc. Retaining Wall LF Corrugated Polyethylene Storm Sewer -04. Pipe In. Diam. LF Catch Basin Type EA -0. Adjust Catch Basin EA 9-4. Moving Existing Hydrants EA Temporary Erosion and Sediment 0-0. Control LS -0. Seeding and Fertilizing ACRE st Ave SE & 4 th Street SE Sidewalk Improvements Project Project No. 00 Revised 0 September 0

5 NOTE: Unit prices for all items, all extensions, and the total amount bid must be shown. All entries must be typed or entered in ink. Item No. Spec. Section Item Unit Quantity Unit Price Total Amount -0. Topsoil Type A CY -04. Cement Conc. Traffic Curb and Gutter LF Chain Link Fence LF 4-4. Cement Conc. Sidewalk SY Colored Conc. Walkway SY -4. Detectable Warning Surface SF -. Quarry Spalls CY 9 -. Permanent Signing LS Rapid-Flashing Beacon, Rectangular 0 -. Type EA -. Removing Painted Crosswalk Line SF 0 -. Removing Paint Line LF -. Paint Line LF Painted Stop Line LF -. Painted Crosswalk Line SF 4 -. Painted Traffic Arrow EA 4 Bid Total $ All applicable sales tax shall be included in the bid price per APWA GSP -0. Rule and WAC 4-0- except as noted otherwise. SCHEDULE SUBTOTAL: PROJECT TOTAL: 9 st Ave SE & 4 th Street SE Sidewalk Improvements Project Project No. 00 Revised 0 September 0

6 No. DATE BY REVISION 09//0 ADDENDUM # LEED ACCREDITED PROFESSIONAL" & THE RELATED ACRONYM, & THE LEGACY LEED AP LOGO ARE TRADEMARKS OWNED BY THE U.S. GREEN BUILDING COUNCIL & ARE AWARDED TO INDIVIDUALS UNDER LICENSE BY THE GREEN BUILDING CERTIFICATION INITUTE. TM 90 4th Ave NE Suite 00 Seattle, WA 9 SCALE: /4" = '-0" P: F: TYPICAL RETAINING WALL SECTION " SD CULVERT CONTROL EX " SD CULVERT A TOPW. 9 BACK OF WALK A A A " IE 4.0 EX " IE.0 90 TOPW. 90.0' C0.0' TYPICAL EP FOOTING SCALE: /4" = '-0" C0 CALL BUSINESS DAYS4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) EX " SD CULVERT 0 A 4+0. A A A EX " IE. BTMW. BTMW. A A BTMW 4.4 BTMW.4 C0 BTMW.4 TOEW C0 C0 BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONRUCTED AS SHOWN, CONTACT DCG PRIOR TO. CAD FILE NUMBER: P:\CLIENTS-CIVIL\_PUBLIC\LAKE EVENS\9 \DWG\DRAWING\C0_SIDEWALK DETAILS.DWG LA MODIFIED BY: JOEL - SAVE DATE: 9/9/0 4:0 PM - SHEET SET: XXXX - ORIGINAL SHEET SIZE: ANSI FULL BLEED D (4.00 X.00 INCHES) AUTOCAD VERSION: CIVIL D 0 EG 9. FG EG 9. FG 90.0 EG. FG 90.0 EG. FG 90.0 EG. FG.0 EG. FG 90.0 EG.0 FG. EG.0 FG 90.0 EG.9 FG. EG.9 FG 90.0 EG. FG. EG. FG 90.0 EG. FG. EG.9 FG 90.0 EG. FG. EG. FG 90.0 EG. FG BACK OF WALK CONTROL A 4+. A +. A ANGLE IN WALL ANGLE IN WALL TOPW TOPW 90.0 TOPW EX " SD CULVERT A +. A A 4+.0 A A +9. BTMW. BTMW.0 0 BTMW.00 EX " IE.0 C0 BTMW.00 A +4. BTMW C ' 9 AVE SE RETAINING WALL PROFILE.' EG.0 FG TH SE RETAINING WALL PROFILE EG. FG. EG. FG 90.0 W C0 & C04 EG. FG. EG. FG 90.0 EG. FG. EG. FG 90.0 EG. FG. EG. FG 90.0 EG.9 FG. EG. FG 90.0 EG. FG.0.' EG. FG ' EG. FG 90.0 EG 9. FG 9. EG FG CITY OF LAKE EVENS DRAWING REVIEW ACKNOWLEDGEMENT THIS PLAN SHEET HAS BEEN REVIEWED AND EVALUATED FOR GGENERAL DRAWN BY: COMPLIANCE WITH THE APPLICABLE CITY OF LAK EVENS CODES AND ORDINANCES. CONFORMANCE OF THIS DESIGN WITH ALL APPLICABLE LAWAS AND REGULATION IS THE FULL AND COMPLETE RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER, CHECKED BY: DO WHOSE AMP AND SIGNATURE APPEAR ON THIS SHEET. ACKNOWLEDGMENT OF DRAWING REVIEW DOES NOT IMPLY CITY CITY APPROVAL FOR SCALE: AS SHOWN ACTIVITIES THAT REQUIRED OTHER COUNTY, ATE OR FEDERAL PERMIT REVIEW AND APPROVAL. THE PROPERTY OWNER AND LICENSED DESIGN DATE: REV. SHEET ENGINEER SHALL BE RESPONSIBLE FOR THE AQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS OR AUTHORIZATIONS THAT MAY INCLUDE, BUT ARE NOT9/9/0 OF LIMITED TO, WDFW HYDRAULIC PROJECT APPROVAL (HPA), WASHINGTON ATE ECOLOGY'S NOTICE OF INTINT (NOI), NPDES ORMWATER GENERAL PERMIT, ALL U.S. ARMY CORPS OF ENGINEERS FILL PERMITS, AND THE SHEET NUMBER REQUIREMENTS OF THE ENDANGERED SPECIES ACT. THIS DAY OF, 0. C0 BY: ERIC DURPOS, PUBLIC WORKS DIRECTOR W C0 W C04 C0 C0 CITY OF LAKE EVENS MAIN REET LAKE EVENS, WA 9 OWNER: DESIGNED BY: PROJECT: PROJ. MANAGER: 9 AVE SE & 4TH REET SE SAFE REETS 9 AVE SE & 4TH REET SE, LAKE EVENS, WA ED

7 No. DATE BY REVISION 09//0 ADDENDUM # LEED ACCREDITED PROFESSIONAL" & THE RELATED ACRONYM, & THE LEGACY LEED AP LOGO ARE TRADEMARKS OWNED BY THE U.S. GREEN BUILDING COUNCIL & ARE AWARDED TO INDIVIDUALS UNDER LICENSE BY THE GREEN BUILDING CERTIFICATION INITUTE. TM 90 4th Ave NE Suite 00 Seattle, WA 9 SCALE: /4" = '-0" P: F: TYPICAL RETAINING WALL SECTION " SD CULVERT CONTROL EX " SD CULVERT A TOPW. 9 BACK OF WALK A A A " IE 4.0 EX " IE.0 90 TOPW. 90.0' C0.0' TYPICAL EP FOOTING SCALE: /4" = '-0" C0 CALL BUSINESS DAYS4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) Digitally signed by Matthew C. Schmitter Date: ::44-0'00' EX " SD CULVERT 0 A 4+0. A A A EX " IE. BTMW. BTMW. A A BTMW 4.4 BTMW.4 C0 BTMW.4 TOEW C0 C0 BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONRUCTED AS SHOWN, CONTACT DCG PRIOR TO. CAD FILE NUMBER: P:\CLIENTS-CIVIL\_PUBLIC\LAKE EVENS\9 \DWG\DRAWING\C0_SIDEWALK DETAILS.DWG LA MODIFIED BY: JOEL - SAVE DATE: 9/9/0 4:0 PM - SHEET SET: XXXX - ORIGINAL SHEET SIZE: ANSI FULL BLEED D (4.00 X.00 INCHES) AUTOCAD VERSION: CIVIL D 0 EG 9. FG EG 9. FG 90.0 EG. FG 90.0 EG. FG 90.0 EG. FG.0 EG. FG 90.0 EG.0 FG. EG.0 FG 90.0 EG.9 FG. EG.9 FG 90.0 EG. FG. EG. FG 90.0 EG. FG. EG.9 FG 90.0 EG. FG. EG. FG 90.0 EG. FG BACK OF WALK CONTROL A 4+. A +. A ANGLE IN WALL ANGLE IN WALL TOPW TOPW 90.0 TOPW EX " SD CULVERT A +. A A 4+.0 A A +9. BTMW. BTMW.0 0 BTMW.00 EX " IE.0 C0 BTMW.00 A +4. BTMW C ' 9 AVE SE RETAINING WALL PROFILE.' EG.0 FG TH SE RETAINING WALL PROFILE EG. FG. EG. FG 90.0 W C0 & C04 EG. FG. EG. FG 90.0 EG. FG. EG. FG 90.0 EG. FG. EG. FG 90.0 EG.9 FG. EG. FG 90.0 EG. FG.0.' EG. FG ' EG. FG 90.0 EG 9. FG 9. EG FG CITY OF LAKE EVENS DRAWING REVIEW ACKNOWLEDGEMENT THIS PLAN SHEET HAS BEEN REVIEWED AND EVALUATED FOR GGENERAL DRAWN BY: COMPLIANCE WITH THE APPLICABLE CITY OF LAK EVENS CODES AND ORDINANCES. CONFORMANCE OF THIS DESIGN WITH ALL APPLICABLE LAWAS AND REGULATION IS THE FULL AND COMPLETE RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER, CHECKED BY: DO WHOSE AMP AND SIGNATURE APPEAR ON THIS SHEET. ACKNOWLEDGMENT OF DRAWING REVIEW DOES NOT IMPLY CITY CITY APPROVAL FOR SCALE: AS SHOWN ACTIVITIES THAT REQUIRED OTHER COUNTY, ATE OR FEDERAL PERMIT REVIEW AND APPROVAL. THE PROPERTY OWNER AND LICENSED DESIGN DATE: REV. SHEET ENGINEER SHALL BE RESPONSIBLE FOR THE AQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS OR AUTHORIZATIONS THAT MAY INCLUDE, BUT ARE NOT9/9/0 OF LIMITED TO, WDFW HYDRAULIC PROJECT APPROVAL (HPA), WASHINGTON ATE ECOLOGY'S NOTICE OF INTINT (NOI), NPDES ORMWATER GENERAL PERMIT, ALL U.S. ARMY CORPS OF ENGINEERS FILL PERMITS, AND THE SHEET NUMBER REQUIREMENTS OF THE ENDANGERED SPECIES ACT. THIS DAY OF, 0. C0 BY: ERIC DURPOS, PUBLIC WORKS DIRECTOR W C0 W C04 C0 C0 CITY OF LAKE EVENS MAIN REET LAKE EVENS, WA 9 OWNER: DESIGNED BY: PROJECT: PROJ. MANAGER: 9 AVE SE & 4TH REET SE SAFE REETS 9 AVE SE & 4TH REET SE, LAKE EVENS, WA ED

8 No. DATE BY REVISION 09//0 ADDENDUM # LEED ACCREDITED PROFESSIONAL" & THE RELATED ACRONYM, & THE LEGACY LEED AP LOGO ARE TRADEMARKS OWNED BY THE U.S. GREEN BUILDING COUNCIL & ARE AWARDED TO INDIVIDUALS UNDER LICENSE BY THE GREEN BUILDING CERTIFICATION INITUTE. TM 90 4th Ave NE Suite 00 Seattle, WA 9 SCALE: /4" = '-0" P: F: TYPICAL RETAINING WALL SECTION " SD CULVERT CONTROL EX " SD CULVERT A TOPW. 9 BACK OF WALK A A A " IE 4.0 EX " IE.0 90 TOPW. 90.0' C0.0' TYPICAL EP FOOTING SCALE: /4" = '-0" C0 CALL BUSINESS DAYS4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) Digitally signed by Matthew C. Schmitter Date: ::44-0'00' EX " SD CULVERT 0 A 4+0. A A A EX " IE. BTMW. BTMW. A A BTMW 4.4 BTMW.4 C0 BTMW.4 TOEW C0 C0 BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONRUCTED AS SHOWN, CONTACT DCG PRIOR TO. CAD FILE NUMBER: P:\CLIENTS-CIVIL\_PUBLIC\LAKE EVENS\9 \DWG\DRAWING\C0_SIDEWALK DETAILS.DWG LA MODIFIED BY: JOEL - SAVE DATE: 9/9/0 4:0 PM - SHEET SET: XXXX - ORIGINAL SHEET SIZE: ANSI FULL BLEED D (4.00 X.00 INCHES) AUTOCAD VERSION: CIVIL D 0 EG 9. FG EG 9. FG 90.0 EG. FG 90.0 EG. FG 90.0 EG. FG.0 EG. FG 90.0 EG.0 FG. EG.0 FG 90.0 EG.9 FG. EG.9 FG 90.0 EG. FG. EG. FG 90.0 EG. FG. EG.9 FG 90.0 EG. FG. EG. FG 90.0 EG. FG BACK OF WALK CONTROL A 4+. A +. A ANGLE IN WALL ANGLE IN WALL TOPW TOPW 90.0 TOPW EX " SD CULVERT A +. A A 4+.0 A A +9. BTMW. BTMW.0 0 BTMW.00 EX " IE.0 C0 BTMW.00 A +4. BTMW C ' 9 AVE SE RETAINING WALL PROFILE.' EG.0 FG TH SE RETAINING WALL PROFILE EG. FG. EG. FG 90.0 W C0 & C04 EG. FG. EG. FG 90.0 EG. FG. EG. FG 90.0 EG. FG. EG. FG 90.0 EG.9 FG. EG. FG 90.0 EG. FG.0.' EG. FG ' EG. FG 90.0 EG 9. FG 9. EG FG CITY OF LAKE EVENS DRAWING REVIEW ACKNOWLEDGEMENT THIS PLAN SHEET HAS BEEN REVIEWED AND EVALUATED FOR GGENERAL DRAWN BY: COMPLIANCE WITH THE APPLICABLE CITY OF LAK EVENS CODES AND ORDINANCES. CONFORMANCE OF THIS DESIGN WITH ALL APPLICABLE LAWAS AND REGULATION IS THE FULL AND COMPLETE RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER, CHECKED BY: DO WHOSE AMP AND SIGNATURE APPEAR ON THIS SHEET. ACKNOWLEDGMENT OF DRAWING REVIEW DOES NOT IMPLY CITY CITY APPROVAL FOR SCALE: AS SHOWN ACTIVITIES THAT REQUIRED OTHER COUNTY, ATE OR FEDERAL PERMIT REVIEW AND APPROVAL. THE PROPERTY OWNER AND LICENSED DESIGN DATE: REV. SHEET ENGINEER SHALL BE RESPONSIBLE FOR THE AQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS OR AUTHORIZATIONS THAT MAY INCLUDE, BUT ARE NOT9/9/0 OF LIMITED TO, WDFW HYDRAULIC PROJECT APPROVAL (HPA), WASHINGTON ATE ECOLOGY'S NOTICE OF INTINT (NOI), NPDES ORMWATER GENERAL PERMIT, ALL U.S. ARMY CORPS OF ENGINEERS FILL PERMITS, AND THE SHEET NUMBER REQUIREMENTS OF THE ENDANGERED SPECIES ACT. THIS DAY OF, 0. C0 BY: ERIC DURPOS, PUBLIC WORKS DIRECTOR W C0 W C04 C0 C0 CITY OF LAKE EVENS MAIN REET LAKE EVENS, WA 9 OWNER: DESIGNED BY: PROJECT: PROJ. MANAGER: 9 AVE SE & 4TH REET SE SAFE REETS 9 AVE SE & 4TH REET SE, LAKE EVENS, WA ED