Multi-Step Bid GPA-007-18 Renewable Energy Resource Phase III D.Fejeran Page 1 | 3 December 04, 2017 AMENDMENT NO.: I TO INVITATION FOR MULTI-STEP BID NO.: GPA-007-18 FOR RENEWABLE ENERGY RESOURCE PHASE III Prospective Bidders are hereby notified of the following changes and response to inquiries received from Wartsila Energy Solutions dated 11/29/17, LG CNS dated 11/29/17, and Green Globe Solutions dated 11/29/17: CHANGES: 1. Change in Table 1, Bid Milestone: Bid Process Milestones From To Date Bid Announcement 11/16/17 Vendors Submit Questions 11/16/17 1/06/18 Deadline for registration for Naval Base Guam Site Visit 12/20/17 Pre-Bid Conference at GPA Procurement Office 1/23/18 @ 9:00AM Site Visit 1 –South Finegayan Site on Route 3 1/23/18 @ 1:00PM Site Visit 2 – Naval Base Guam 1/24/18 @ 9:00AM Cut-Off Date for Vendor Question Submittals 2/9/18 @ 4:00PM GPA Review and Answer Questions 11/16/17 2/20/18 Cut-Off Date for Receipt of Technical Proposals 3/6/18 @ 4:00PM EVALUATION Step One: Technical Proposal Evaluation 3/7/18 3/27/18 Notification of Qualified Bidders 3/28/18 EVALUATION Step Two: Cut-Off Date for Receipt of Priced Proposals 4/17/18 @2:00PM Opening of Priced Proposals (Public Opening) 4/17/18 Evaluation of Priced Proposals 4/18/18 5/1/18 Notification of Successful Bidder(s) 5/2/18 System Impact Study TBD TBD Contract Negotiation TBD TBD Contract Approval & Recommendation to Award (GPA Mgmt & CCU) TBD Public Utilities Commission Review TBD Contract Signing TBD
Transcript
Multi-Step Bid GPA-007-18 Renewable Energy Resource Phase III D.Fejeran Page 1 | 3
December 04, 2017
AMENDMENT NO.: I
TO
INVITATION FOR MULTI-STEP BID NO.: GPA-007-18
FOR
RENEWABLE ENERGY RESOURCE PHASE III
Prospective Bidders are hereby notified of the following changes and response to inquiries received from Wartsila Energy Solutions dated 11/29/17, LG CNS dated 11/29/17, and Green Globe Solutions dated 11/29/17: CHANGES:
1. Change in Table 1, Bid Milestone: Bid Process Milestones From
To Date
Bid Announcement 11/16/17 Vendors Submit Questions 11/16/17 1/06/18 Deadline for registration for Naval Base Guam Site Visit 12/20/17 Pre-Bid Conference at GPA Procurement Office 1/23/18 @ 9:00AM Site Visit 1 –South Finegayan Site on Route 3 1/23/18 @ 1:00PM Site Visit 2 – Naval Base Guam 1/24/18 @ 9:00AM Cut-Off Date for Vendor Question Submittals 2/9/18 @ 4:00PM GPA Review and Answer Questions 11/16/17 2/20/18 Cut-Off Date for Receipt of Technical Proposals
3/6/18 @ 4:00PM
EVALUATION Step One:
Technical Proposal Evaluation 3/7/18 3/27/18 Notification of Qualified Bidders 3/28/18
EVALUATION Step Two:
Cut-Off Date for Receipt of Priced Proposals
4/17/18 @2:00PM
Opening of Priced Proposals (Public Opening)
4/17/18
Evaluation of Priced Proposals 4/18/18 5/1/18 Notification of Successful Bidder(s) 5/2/18
System Impact Study TBD TBD Contract Negotiation TBD TBD Contract Approval & Recommendation to Award (GPA Mgmt & CCU)
TBD
Public Utilities Commission Review TBD Contract Signing TBD
Multi-Step Bid GPA-007-18 Renewable Energy Resource Phase III D.Fejeran Page 2 | 3
2. Under Volume I, Section 3 – Site Visits The following shall replace this section of the bid document: GPA shall hold a non-mandatory pre-bid conference on 1/23/2018 starting at 9:00 AM at the GPA Procurement Office. A site visit for the South Finegayan site located on Route 3 in Dededo will be conducted on this date at 1:00 PM at the South Finegayan site. Bidders shall meet at the site. On 1/24/2018 at 9:00 AM, GPA will conduct the site visit at Naval Base Guam. This site visit will require bidders to apply for base pass access to the site. Bidders who wish to participate on this site visit shall submit base applications directly to Navy Visitor Control Center no later than December 20, 2017 (application attached and also found in the Bid Documents Volume V – Appendices, Appendix Q). Due to application processing, GPA is restricting each company’s participants to 2 people. All bidders or representatives must inform GPA Procurement Office of their application for site access by December 20, 2017 to coordinate with Navy. Foreign Nationals must contact the VCC regarding in‐person biometrics. Bidders or their representatives will be required to meet at a designated area near the VCC and will be transported into the Base. See file “Q - Security Access.pdf” attached. All applications shall include the following: Item #25 BASE SPONSOR’S NAME on the Applications shall be: MATTHEW HARBESON SPONSOR PHONE: (671) 349-5404 All applications shall be submitted directly to MATHEW HARBESON via email: Matthew. [email protected] Bidders who participate in the Naval Base Guam Site visit will be required to pay a transportation fee for the bus transportation within the Naval Base. Each bidder or company representative (limit of 2) shall pay $10.00 to the GPA cashier for the Transportation Fee of GPA Multi Step Bid No. GPA-007-18. Payments must be done prior to the site visit and receipts are required to board the bus. Site security access application and approval is also required. Details regarding meeting points will be discussed during the pre-bid conference meeting.
3. INCLUDE the following to Volume III: Page 163a, 163b, 163c, 163d, 163e, 163f, 163g, 163h, and
163i of 501 Appendix L. PREMISES, Property Maps & Description South Finegayan Site Update GPA has recently updated its survey maps to reflect a Guam Waterworks Authority Sewer Line and it’s 40-foot easement or setback requirement which runs along a portion of the South Finegayan property along Route 3 in Dededo. Recent discussions with GWA has identified their easement requirement to be 25 feet off center of the sewer manholes along the pipeline route. Please note that GPA is requiring a 50-foot setback (10 foot additional setback as requested by GWA) along the sewer pipeline route and bidders shall reflect this in their proposals. See file “Phase III South Finegayan Site Survey.pdf” attached. In addition, access shall be made available along the pipeline route to GWA or Navy at all times. Twenty foot (20’) access roads shall be provided where none presently exist. Access gates to sewer easements or roads shall be sixteen feet (16’) wide comprised with two each eight foot (8’) wide swing gates. See file “Guam Waterworks South Finegayan Access Requirements.pdf”
The following has been provided by Navy for some guidance to base access. Site security access is required for the Naval Base Guam sites. Site visit participants are required and responsible for obtaining the required security access for the site visit. The Naval Base Guam Visitor Control Center (VCC) has indicated that the approval for visitor passes takes approximately 3‐5 business days. The VCC will notify the 'company' who submitted the application when the approval is ready. Those requesting a pass must also be prepared to supply two forms of accepted identification on the day. Also, depending on the duration of the project/visit, VCC may either issue a DBIDS paper pass or a credential. Normally, credentials are issued when the access is required for more than one year. This may be something to consider upon or near contract award. Additionally, for your information, NCACS (Rapidgate) IDs have been transitioning to the DBIDS credential. If you hold a NCACS/Rapidgate you will need to have made the change before August 15, 2017 in order to continue base access. Please note that Foreign Nationals do require in‐person biometrics and therefore the lead time for pass/ID is longer (requirement for foreign national to go to VCC in‐person prior to the site visit date). The Naval Base Guam VCC is located outside the main Naval Base front gate and open Monday, Tuesday, Thursday & Friday 6:30 a.m. to 4:30 p.m and Wednesday, 7:00 a.m. to 3:00 p.m. For more information please call 339-1280 or 339-1380. The following is a sample of the required application form.
TECHNICAL DESCRIPTIONLOT SOUTH FINEGAYAN SITE
(Within South Finegayan Housing Area)South Finegayan Housing Area, Guam
All that tract or parcel of land designated as LOT SOUTH FINEGAYAN SITE, situated within South Finegayan Housing Area, more particularly bounded and described as follows:
Beginning at Point of Beginning (POB), a 4”x4” concrete monument set with brass disc marked PLS 82, having coordinates of North 205,500.875 meters and East 109,318.696 meters being South 44 degrees 42' 46” West, 117.052 meters from Guam Geodetic Network (GGN) 1993 Grid Station 398 with coordinates of North 205,584.0568 meters and East 109,401.0476 meters.
Then along the following thirty-six (38) courses.
1. South 26 degrees 50' 19” West, 318.633 meters to Point No. 2, a #4 rebar with plastic capmarked PLS 82; thence,
2. Along a curve concaved to the left with a central angle of 7 degrees 17' 25”, a radius of1,187.110 meters with a chord bearing of South 23 degrees 11' 45” West, 150.948 meters toPoint No. 3, a #4 rebar with plastic cap marked PLS 82; thence,
3. South 19 degrees 33' 11” West, 179.060 meters to Point No. 4, a #4 rebar with plastic capmarked PLS 82; thence,
4. Along a curve concaved to the left with a central angle of 7 degrees 05' 44”, a radius of 574.351meters with a chord bearing of South 16 degrees 00' 27” West, 71.082 meters to Point No. 5, a#4 rebar with plastic cap marked PLS 82; thence,
5. South 12 degrees 27' 43” West, 139.908 meters to Point No. 6, a 4”x4” concrete monument setwith brass disc marked PLS 82; thence,
6. North 76 degrees 17' 27” West, 31.454 meters to Point No. 7, a #4 rebar with plastic cap markedPLS 82; thence,
7. South 13 degrees 11' 26” West, 17.837 meters to Point No. 8, a #4 rebar with plastic cap markedPLS 82; thence,
8. North 61 degrees 41' 10” West, 400.191 meters to Point No. 9, a #4 rebar with plastic capmarked PLS 82; thence,
9. North 10 degrees 55' 23” West, 36.931 meters to Point No. 10, a #4 rebar with plastic capmarked PLS 82; thence,
10. North 54 degrees 08' 54” East, 55.447 meters to Point No. 11, a #4 rebar with plastic capmarked PLS 82; thence,
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11. North 75 degrees 50' 18” East, 78.119 meters to Point No. 12, a #4 rebar with plastic capmarked PLS 82; thence,
12. North 28 degrees 41' 54” East, 67.883 meters to Point No. 13, a #4 rebar with plastic capmarked PLS 82; thence,
13. North 22 degrees 27' 50” West, 124.113 meters to Point No. 14, a #4 rebar with plastic capmarked PLS 82; thence,
14. South 69 degrees 54' 19” West, 41.548 meters to Point No. 15, a #4 rebar with plastic capmarked PLS 82; thence,
15. North 16 degrees 05' 34” West, 62.989 meters to Point No. 16, a #4 rebar with plastic capmarked PLS 82; thence,
16. North 15 degrees 52' 01” East, 80.894 meters to Point No. 17, a #4 rebar with plastic capmarked PLS 82; thence,
17. North 00 degrees 57' 02” West, 93.156 meters to Point No. 18, a #4 rebar with plastic capmarked PLS 82; thence,
18. North 10 degrees 59' 40” East, 144.811 meters to Point No. 19, a #4 rebar with plastic capmarked PLS 82; thence,
19. North 17 degrees 39' 24” East, 73.709 meters to Point No. 20, a #4 rebar with plastic capmarked PLS 82; thence,
20. Along a curve concaved to the right with a central angle of 22 degrees 14' 19”, a radius of162.294 meters with a chord bearing of North 28 degrees 46' 33” East, 62.598 meters to PointNo. 21, a #4 rebar with plastic cap marked PLS 82; thence,
21. North 39 degrees 53' 43” East, 117.477 meters to Point No. 22, a #4 rebar with plastic capmarked PLS 82; thence,
22. Along a curve concaved to the left with a central angle of 29 degrees 34' 07”, a radius of 85.594meters with a chord bearing of South 68 degrees 29' 27” East, 43.684 meters to Point No. 23, a#4 rebar with plastic cap marked PLS 82; thence,
23. South 83 degrees 12' 06” East, 102.720 meters to Point No. 24, a #4 rebar with plastic capmarked PLS 82; thence,
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24. South 10 degrees 38' 18” West, 77.032 meters to Point No. 25, a #4 rebar with plastic capmarked PLS 82; thence,
25. Along a curve concaved to the right with a central angle of 17 degrees 27' 22”, a radius of436.846 meters with a chord bearing of South 19 degrees 21' 59” West, 132.579 meters to PointNo. 26, a #4 rebar with plastic cap marked PLS 82; thence,
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26. South 28 degrees 05' 40” West, 102.879 meters to Point No. 27, a #4 rebar with plastic capmarked PLS 82; thence,
27. Along a curve concaved to the right with a central angle of 15 degrees 44' 28”, a radius of234.079 meters with a chord bearing of South 20 degrees 13' 25” West, 64.108 meters to PointNo. 28, a #4 rebar with plastic cap marked PLS 82; thence,
28. Along a curve concaved to the left with a central angle of 4 degrees 52' 22”, a radius of 604.421meters with a chord bearing of South 14 degrees 47' 22” West, 51.389 meters to Point No. 29, a#4 rebar with plastic cap marked PLS 82; thence,
29. North 72 degrees 46' 27” West, 50.000 meters to Point No. 30, a #4 rebar with plastic capmarked PLS 82; thence,
30. South 17 degrees 13' 33” West, 50.467 meters to Point No. 31, a #4 rebar with plastic capmarked PLS 82; thence,
31. Along a curve concaved to the right with a central angle of 17 degrees 52' 03”, a radius of161.034 meters with a chord bearing of South 74 degrees 10' 00” East, 50.015 meters to PointNo. 32, a #4 rebar with plastic cap marked PLS 82; thence,
32. South 17 degrees 13' 33” West, 18.468 meters to Point No. 33, a #4 rebar with plastic capmarked PLS 82; thence,
33. Along a curve concaved to the right with a central angle of 5 degrees 58' 18”, a radius of142.746 meters with a chord bearing of South 61 degrees 16' 27” East, 14.871 meters to PointNo. 34, a #4 rebar with plastic cap marked PLS 82; thence,
34. South 58 degrees 17' 18” East, 211.766 meters to Point No. 35, a #4 rebar with plastic capmarked PLS 82; thence,
35. North 24 degrees 46' 34” East, 152.750 meters to Point No. 36, a #4 rebar with plastic capmarked PLS 82; thence,
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36. Along a curve concaved to the right with a central angle of 5 degrees 06' 07”, a radius of538.475 meters with a chord bearing of North 27 degrees 19' 38” East, 47.932 meters to PointNo. 37, a #4 rebar with plastic cap marked PLS 82; thence,
37. North 29 degrees 52' 41” East, 295.658 meters to Point No. 38, a #4 rebar with plastic capmarked PLS 82; thence,
38. South 58 degrees 57' 25” East, 86.833 meters to point of beginning, having an area of TwoHundred Eighty Nine Thousand Two Hundred Eighty Four (289,284) square meters more orless as shown on Pineda Surveying Drawing No. PS529.
Lot SOUTH FINEGAYAN SITE is bounded on the Southeast by Route No. 3, on the Southwest by Lot 5310-10-R/W, Parcel “K” 100 feet wide Reserved Easement in Favor of GovGuam and Andersen Communication Annex No. 1 (AJKD), and on the West and North by portion of South Finegayan Housing Area.
