PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT 3-41-0056-024-2018 ADDENDUM NO. 1 Addendum No. 1 hereby amends the contract documents and drawings for the Scappoose Industrial Airpark Parallel Taxiway B Relocation project dated March 2018. It is essential that prospective bidders note the contents of this addendum and that the County be made aware that the addendum has been received. Therefore, acknowledge receipt by inserting the number of this addendum in the space provided on your Proposal in the bid documents. SECTION I BIDDING INFORMATION Proposal o P. 5 to P.8 Delete: AIP Bid Schedule and Non-AIP BID Schedule Replace with following revised bid schedules: Addendum #1 Page 1 of 9 4-02-18
Scappoose Industrial Airpark Parallel Taxiway B Relocation AIP Project No. 3-41-0056-024-2018 BID SCHEDULE A - AIP Funded Work Item No. Item Description Estimated Quantity Unit Unit Price Unit Price (words) Extended Price A-1. Construction Staking (Item GP 50-06) 1 LS A-2. Mobilization (General Provisions (Item GP 105-2) 1 LS A-3. Temporary Flagging, Signing, and Marking (Item 01115-4.1) 1 LS A-4. Pavement Removal (Full Depth) (Item P-101-5.1) 22,500 SY A-5. Cold Milling (1 to 3 Partial Depth) (Item P-101-5.2) 30 SY A-6. Saw Cut Full Depth AC Pavement (Item P-101-5.3) 920 LF A-7. Demolition of Misc. Structures and Utilities (Item 02050-5.1) 1 LS A-8. Clearing and Grubbing (Item P-151-4.1) 15 ACRE A-9. Unclassified Excavation (Item P-152-4.1) 54,140 CY A-10. Subbase Course (Item P-154-5.1) 3,370 CY A-11. Soil Separation Fabric (Item 02271-4.1) 29,000 SY A-12. Temporary Erosion Control (Item P-156-5.1) 1 LS Addendum #1 Page 2 of 9 4-02-18
Scappoose Industrial Airpark Parallel Taxiway B Relocation AIP Project No. 3-41-0056-024-2018 BID SCHEDULE A - AIP Funded Work Item No. Item Description Estimated Quantity Unit Unit Price Unit Price (words) Extended Price A-13. Aggregate Base Course (Item P-208-5.1)) 28,730 SY A-14. Bituminous Surface Course (Item P-401-8.1) 6,650 TON A-15. Bituminous Prime Coat (Item P-602-5.1) 6,700 GAL A-16. Bituminous Tack Coat (Item P-603-5.1) 8,300 GAL A-17. First Coat Pavement Marking - (Item P-620-5.1) 8,700 SF A-18. Second Coat Pavement Marking - (Item P-620-5.2) 9,000 SF A-19. Paint Removal (Item P-620 5.3) 300 SF A-20. 12-Inch HDPE Storm Sewer Pipe (Item D-701-5.1) 1,180 LF A-21. Culvert Pipe Inlet/Outlet with Riprap (Item D-701-5.2) 14 EA A-22. 6 inch Perforated Edge Drain Pipe (Item D-705-5.1) 9,500 LF A-23. 6-Inch Solid Outfall Pipe (Item D-705-5.2) 700 LF A-24. Edge Drain Cleanout (Item D-705-5.3) 48 EA Addendum #1 Page 3 of 9 4-02-18
Scappoose Industrial Airpark Parallel Taxiway B Relocation AIP Project No. 3-41-0056-024-2018 BID SCHEDULE A - AIP Funded Work Item No. Item Description Estimated Quantity Unit Unit Price Unit Price (words) Extended Price A-25. Drain Inlet, Type II (Item D-751-5.1) 1 EA A-26. Seeding with Mulch and Tackifier (Item T-901-5.1) 9.2 ACRE A-27. New CCR 10 KW for Runway (Item 16511-4.1) 1 EA A-28. Reuse CCR 7.5 KW for Taxiway B (Item 16511-4.2) 1 EA A-29. Radio Control System (Item 16511-4.3) 1 EA A-30. A-31. A-32. A-33. A-34. A-35. A-36. Medium Intensity TW Edge Lights, Can Mounted (Item 16560-4.1) Replace Medium Intensity TW Edge Lights, Can Mounted with new LED lights) (Item 16560-4.2) New Lighted Sign Size 2, 3 module (Item 16970-5.1) Relocate and Modify Existing Lighted Sign Size 2, 2 module (Item 16970-5,2) Relocate and Modify Existing Lighted Sign Size 2, 3 module (Item 16970-5,3) Relocate Segmented Circle and Primary Windcone and Foundation, in Place ((Item L-107-5.2) No. 6 AWG, 5 kv, L-824, Type B Cable, Installed in Trench, Duct Bank or Conduit (Item L108-5.1) 208 EA 28 EA 2 EA 3 EA 7 EA 1 EA 19,250 LF Addendum #1 Page 4 of 9 4-02-18
Scappoose Industrial Airpark Parallel Taxiway B Relocation AIP Project No. 3-41-0056-024-2018 BID SCHEDULE A - AIP Funded Work Item No. Item Description Estimated Quantity Unit Unit Price Unit Price (words) Extended Price A-37. No. 6 AWG, Solid, Bare Counterpoise Wire, Installed in Trench, Above the Duct Bank or Conduit, Including Ground Rods & Ground Connectors (Item L108-5.2) 11,790 LF A-38. Concrete Encased Electrical Duct Bank w/2-2" ducts (Item L110-5.2) 540 LF A-39. Non-Encased Electrical Conduit w/1-2" Conduit (Item L-110-5.2) 11,790 LF A-40. New Electrical Pull Box (2 x3 x3 ) (Item L115-5.1) 12 EA A-41. Relocate Existing Electrical Pullbox (Item L115-5.2) 5 EA A-42. Field Verify and Relocate Existing Electrical Pullbox (Item L115-5.3) 2 EA A-43. Demolition of Airfield Electrical (Item 02050-5.2) 1 LS BID SCHEDULE A TOTAL Addendum #1 Page 5 of 9 4-02-18
Bid Schedule B Non AIP Funded Work Scappoose Industrial Airpark Parallel Taxiway B Relocation AIP Project No. 3-41-0056-024-2018 Item No. B-1. Item Description Estimated Quantity REILs Replacement (Item 16200-4.1) 1 LS Unit Unit Price Unit Price (words) Extended Price B-2. B-3. No. 8 AWG, 600v Type THWN/THNN Power Cable Installed in Existing Conduit (Item 16100) No. 12 AWG, 600v Type THWN/THNN Power Cable Installed in Existing Conduit (Item 16100) 4,530 LF 900 LF B-4. Supplemental Wind Cone (Item L107-5.1) 1 EA BID SCHEDULE B TOTAL Bid Schedule A and Bid Schedule B TOTAL (Basis of Award) Addendum #1 Page 6 of 9 4-02-18
SECTION IV TECHNICAL SPECIFICATIONS Division 1 General Requirements Division 16 Electrical Item 16560 Airfield Lighting o Paragraph 4.2 Payment Add the word Item in front of 16560-4.1 Add a bid item to end of paragraph Item 16560-4.2 Replace Medium Intensity TW Edge Lights, Can Mounted with New LED Lights Item 1690 Taxiway and Runway Signs o Paragraph 4.1 Measurement Payment o Delete paragraphs A and B and replace with the following: A. Lighted Signs - Size 2: Lighted signs will be measured by the unit for each sign including sign foundation and excavation, base can, isolating transformer, sign frame and sign face panels, asphalt erosion pad, 3-way connection can and other connections necessary to provide a complete and operational isolated splice in accordance with these specifications and as indicated on the drawings. B Modify Existing Sign - Size 2: Modification and reuse of existing lighted signs will be measured by the unit for each sign including new sign foundation and excavation, reuse of sign frame and new sign face panels, asphalt concrete pavement erosion pad, 3-way connection can and other connections necessary to provide a complete and operational isolated splice in accordance with these specifications and as indicated on the drawings. Item L-108 Underground Power Cable for Airports o Paragraph 108-51 Basis of Payment Add a bid item to end of paragraph: Item L-108-5.3 No. 8 AWG, 600v Type THWN/THNN Power Cable Installed in Duct Bank or Conduit per linear foot (meter) Item L-115 Electrical Manholes and Junction Structures o Paragraph 115-5.2 under Basis of Payment Replace entire Item L-115-5.1 with New Electrical Pullbox (2x3x3) Per Each Replace entire Item L-115-5.2 with Relocate Electrical Pullbox Per Each Add a bid item to end of paragraph Item L-115-5.3 Field Verify and Relocate Existing Electrical Pullbox Per Each Addendum #1 Page 7 of 9 4-02-18
SECTION V PLANS Sheet C-103 o Add to end of Removal Key Note 4: CONTRACTOR TO COORDINATE W/ ENGINEER FOR NEW LOCATION. o Add to end of Removal Key Note 14: and E-203 Sheet C-501 o Add a new earthwork table as follows: SUMMARY OF EARTHWORK CUT (CY) FILL (CY) NET (CY) PHASE 1 31,200 3 31,197 PHASE 2 10,205 41 10,164 PHASE 3 12,735 113 12,622 TOTAL 54,140 157 53,983 SUMMARY OF EARTHWORK NOTES: 1. EARTHWORK VOLUMES SHOWN ARE BASED ON ASSUMED DEPTHS OF EXISTING PAVEMENT REMOVAL DEPTHS OBTAINED FROM THE GEOTECHNICAL REPORT BORING, AND ARE APPROXIMATE 2. NO SHRINKAGE OR SWELL FACTOR HAS BEEN APPLIED 3. ALL VOLUMES SHOWN ARE APPOXIMATE, AND WILL VARY DEPENDING ON ACTUAL EXISTING SITE CONDITIONS. Sheet C-701 o Replace dimensions 8 to 12 for PCC for collar depth in detail 4/C-701 o Add to detail 4/C-701 NOTE: DETAIL CAN BE USED FOR CONCRETE HANDHOLE FOR GROUND RODS AT REILS Sheet E-152 o Replace Sheet E-152 with re-issued sheet dated April 2, 2018 with changes to Detail 2/E-152 Proposed NAVAID Circuitry Plan. Sheet E-103 o Replace Sheet E-103 with re-issued sheet dated April 2, 2018 with revisions to Electrical Demolition Key Notes relating to an existing pull box. Sheet E-203 o Replace Sheet E-203 with re-issued sheet dated April 2, 2018 with revisions to Electrical Key Notes relating to existing pull boxes and conduits. Addendum #1 Page 8 of 9 4-02-18
PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT 3-41-0056-024-2018 Bidders Questions/Clarifications Proposal Letter of Intent (DBE) o Question: Is it a requirement to submit the DBE forms with the proposal? o Response: The bidder shall include in the proposal the Bidders List with DBE status filled out. For each DBE subcontractor listed in the Bidders List, the bidder shall complete and submit the Letter of Intent with the bid proposal. Geotechnical Report o Question: Is the geotechnical report available for bidder s review? o Response: The geotechnical report has been posted to the ARC Planwell website and can be downloaded for review. The geotechnical report provided per GP 20-06 Examination of plans, specifications, and site. Bid Schedule o Question: The bid item quantity of edge lights is 208. I count 208 new lights plus I count 26 replacement lights. How are these replacement lights paid for? o Response: Separate bid item added for the replacement LED edge lights in Addendum 1 Bid Schedule o Question: Can CAD files be provided for earthwork quantity? o Response: No CAD files will be provided during the bid period. The earthwork quantity is provided by phase with note added the plan sheet C-501. Plans Sheet E-302 Detail 1/302 o Question: Is it acceptable for the guidance sign bases to be precast? o Response: The guidance sign bases can be precast with approved shop drawing and stamp by Oregon Professional Engineer. Plans Sheet E-302 Lighted Sign Schedule and Proposal Bid Schedule o Question: The bid schedule, the plans and the sign schedule do not match. Also where are the 7 3-Modules that get modified? o Response 1: See Addendum 1 revised bid schedule o Response 2: See LIGHTED SIGN SCHEDULE Sheet E-302 Detail 4/E-302 Contractor Questions Page 1 of 3 8-2-2018 P:\St. Helens, Port of OR\P0013860W\Execution\Construction\Bidding\Addendums\ADDENDUM 1 to ARC Planwell 4.2.18\13860W-Misc Topics Qs.doc
Plans Sheet E-303 Lighted Windcone Relocation Detail 8/E-303 and Nonlit Windcone Assembly Detail 7/E-303 o Question: Can the wind cone foundation be precast? o Response: The wind cone foundations bases can be precast with approved shop drawings including bedding and granular backfill and stamped by Oregon Professional Engineer. Plans Sheet E-301 Detail 2/E-301 o Question: The specs talk about the light cans having threaded hubs but the detail in the plans shows grommeted hubs o Response: Grommeted hubs will be acceptable. Addendum 1 will revise the specifications L-115 to include grommeted hubs. Plans Sheet E-301 Detail 2/ E-301, Sheet E-302 Detail 1 E-302, and Sheet E-303 Detail 4 E-303 o Question: The specs say 3/4" x 10' ground rods. The plan details show 5/8" x 10' o Response: The plan detail will be revised in Addendum 1 for ¾ x 10 ground rod. Plans Sheet E-303 Detail 1/E-303 and Detail 3/E-303 o Question: Do the concrete duct banks require rebar? None shown on the detail in the plans. o Response: Duct banks do not require rebar as shown on the details. Plans Sheet E-303 Detail 4/E-303 o Question: Is there a detail for the adjustment of the existing pull boxes? How much of an elevation change? o Response: There are no elevation adjustments of existing pull boxes left in place. Plans Sheet E-303 Detail 4/E-303 o Question: Is there a detail of the existing pull boxes that get relocated or adjusted? o Response: No. Existing relocated pull boxes to be relocated horizontally and vertically. Backfill and granular base similar to new vault detail 4/ E-303 Grade of relocated vault is a function of the shoulder grading. Plans Sheets E-201, E-202, E-203, E-204, E-205 o Question: The plans show installing 2-3 way cans to feed signs, how are these paid? o Response: The 2-3 way cans shall be incidental to the signs with added plan notes and specifications measurement and payment descriptions in Addendum 1. Plans Sheet E-301 Detail 3/E-303 o Question: Should there be an item for duct markers? o Response: The shall be incidental to the signs with added plan notes and specifications measurement and payment descriptions in Addendum 1 Contractor Questions Page 2 of 3 8-2-2018 P:\St. Helens, Port of OR\P0013860W\Execution\Construction\Bidding\Addendums\ADDENDUM 1 to ARC Planwell 4.2.18\13860W-Misc Topics Qs.doc
Plans Sheet E-302 Detail 3/E-302 o Question: Where is the unlighted sign that is shown on detail 3 page E-302? o Response: There is no unlighted sign. Detail will be deleted by addendum. Plans Sheet E-302 LIGHTED SIGN SCHEDULE o Question: What is the size of the signs so we know how big to make the foundations? o Response: Sign is a function of modules and manufacturer. Concrete base to be determined by shop drawing submittal dimensions. Plans Sheet E-203 Detail 5/E-303 and Detail 6/E-303 o Question: What kind of concrete handhole for the ground rods at the REILs? o Response: Handhole is similar to Detail 4/C-701 Cleanout. Revised Detail 4/C- 701 to clarify. Plans Sheet E-401 Key Note 21. o Question: Page E-401 note 21 says the radio system is an additive alternate, Does the bid item sheet reflect this? o Response: Radio system is included as a bid item in the proposal bid schedule. Note to be changed in Addendum 1. Plans Sheet E-401 Key Note 26 o Question: Page E-401 note 26 says the radio system is an additive alternate. Does the bid item sheet reflect this? o Response: REIL circuit conductor replacement is required. Note to be changed in Addendum 1. Contractor Questions Page 3 of 3 8-2-2018 P:\St. Helens, Port of OR\P0013860W\Execution\Construction\Bidding\Addendums\ADDENDUM 1 to ARC Planwell 4.2.18\13860W-Misc Topics Qs.doc