VA101-17-R-0327-00011000.docx

Final Price Revision Amendment Morovis Puerto Rico National Cemetery Solicitation VA101-16-R-0327

5. PROJECT NUMBER (if applicable)

CODE

7. ADMINISTERED BY

2.

AMENDMENT/MODIFICATION NUMBER

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NUMBER

3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED

PAGE

OF PAGES

10A. MODIFICATION OF

CONTRACT/ORDER NUMBER

10B. DATED

BPA NO.

1. CONTRACT ID CODE

FACILITY CODE

CODE

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

E. IMPORTANT:

is extended,

(a) By completing Items 8 and 15, and returning __________ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV.

11/2016) is required to sign this document and return ___________ copies to the issuing office.

is not, A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITE M 10A.

15C. DATE SIGNED

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES

SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR

43.103(b).

RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes r eference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER

BY

Contractor

16C. DATE SIGNED

14.

DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED STATES OF AMERICA

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME

AND TITLE OF SIGNER

16A. NAME AND TITLE OF CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30

PREVIOUS EDITION NOT USABLE

Prescribed by GSA - FAR (48 CFR) 53.243 (Type or print) (Type or print) (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(Number, street, county, State and ZIP Code) (If other than Item 6) (Specify type of modification and authority) (such as changes in paying office, appropriation date, etc.)

(If required)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

CHECK

ONE

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS

OF SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer) 00011 04-10-2018

871PC2031.23

Department of Veterans Affairs Office of Construction and Facilities Management (00CFM3B) 811 Vermont AVE, NW Washington DC 20420 101F Department of Veterans Affairs Office of Construction and Facilities Management (003C4B) 425 I street , NW Washington DC 20001 To all Offerors/Bidders

VA101-17-R-0327

04-30-2018

X X X The purpose of this amendment is to issue cost reducing requirements and obtain a final price revision.

There are 16 listed cost reducinG measures, in priority order. There are 17 drawing attachtments inculded.

The amendment also includes the CLIN Breakd own_deduct items sheet for submission with the final price revision

PROPOSALS ARE DUE APRIL 30, 2018 BY 10:00 A.M. EST

see continutation page.

TERANCE CRAWLEY

CONTRACTING OFFICER

CFM16L3-2071

***** Form 'OF336A CONTINUATION SHEET' Ignored ***** ***** 'Continuation Pages' Replaced with Word Document *****

CONTINUATION PAGE

This Amendment contains design efficiencies for VA101-16-R-0327 to be priced in bidders Final Price Revision Proposal. CFM is trying to get costs in line with the budget allocated for this project.

The government recommends that bidders visit the Department of the Hacienda and contact LCDA Roxana Cruz Rivera and LCDO Angel L. Pantoja Rodriguez to identify prime and subcontract material and equipment and vendor relationships for the project to determine valid federal government project exemptions from sales and use tax and Business to Business (B2B) tax. This recommendation could provide additional cost savings for this project.

Bidders should also visit with the Morovis Municipality and contact the Honorable Carmen Maldonado Gonzalez and Ariel Soto to determine if Municipal tax reductions or exemptions apply to this project. Mayor Gonzalez has indicated a 1% reduction in Municipal tax will apply to this project.

Bidders are requested to provide a breakout of all taxes contained in the General Requirements section of their Final Price Revision proposal. In addition to the above recommendations, the below listed cost reducing measures will need to be included in the Final Price Revision Proposal. The following cost reducing measures (in priority order) are to be priced:

1. FILL MATERIAL TO BE OBTAINED FROM FUTURE PHASES 8, 9 AND 10

Drawings CG-111 & MP-102 (contained in this amendment) shows the existing topography and rough grading for future phases. Contractor is authorized to excavate up to elevations indicated on above mentioned drawings and process the material to comply with A-2-6 fill, as specified for Phase I. Fill material shall be approved by the geotechnical engineer of record. It is estimated there will be approximately 392,000CY of fill available from grading these nearby areas and will eliminate import of equivalent fill. When finished with excavation, contractor will provide erosion control on embankment face where necessary.

2. ON-SITE STORAGE OF DEBRIS REMOVAL

Debris can be placed, shredded, rolled, and stockpiled at Phases 6 and 7 areas. (See drawing MP-102 blow-up in this amendment) or at Phases 8, 9, or 10 areas (See drawing CG-111 VEG-DEBRIS-DEPOSIT-AREA in this amendment) depending on proximity of debris and access to each area. Recommended locations are provided. Debris shall not be unsightly nor be in proximity to back entrance road if constructed or Phase I cemetery features.

3. RE-DESIGN RETAINING WALL FROM REINFORCED CONCRETE TO MSE WALL

Change retaining walls A, B, C, D and E shown in dwgs. CI-301 to 303 to MSE wall, see details and notes 1, 2 and 3 in dwg. CJ-507 in original bid package. In note #1 “across Franquez creek” is not applicable.

4. RE-DESIGN STORMWATER POND LINER LAYERING SYSTEM

With respect to pond liner designs shown on drawings CG-505, 506, 507, 508, 509, 510, 511, 512, 513, 514 & 515 in original bid package, change pond layering system design in pond slope protection layering system A. The 30mil PVC geomembrane will be placed over the non-woven geotextile Mirafi S800 (8oz/yd2) which are placed over finished grading. Layering system B will be the same as A. For layering system C, install non-woven geotextile Mirafi S800 (8oz/yd2) over the finished grade, install a 4” thick layer of sand, install on top of the sand and 30ml PVC geomembrane, place a 4” thick layer of sand in top of the PVC membrane, install orange textile similar to construction warning textile, and finished with 4” sand layer over the orange textile.

5. RE-DESIGN MATERIAL FOR STORM SEWER PIPES (RCP TO PVC)

Change storm sewer system reinforced concrete pipes (RCP) of 12”, 15”, 18” 24”, 30” and 36” in diameter, as shown on drawings CG-301, 302, 303, 304, 305, 306, 307, 308, 309, 310, 311 & 312 in original bid package, to Polyvinyl Chloride (PVC); except reinforced concrete pipes classified as Class IV and V, which shall remain as specified.

6. DESIGN AND MANUFACTURING OF WATER AND FUEL TANKS

Fire and domestic water tanks: Local manufacturers may be accepted if shop drawings indicate compliance with specifications and are approved by the government.

Water and fuel tanks: Local manufacturers may be accepted if shop drawings indicate compliance with specifications and are approved by the government.

Water tank above ground (30,000 gals, tank) shall comply with AWWA D100, ANSI/AWWA D102 and C652 Fuel tank above ground (diesel and gasoline-2,000 gals. each) shall be double-wall welded steel ASTM A36, insulated between walls conforming to STI F941 and to UL 142 and 2085. See fuel storage tank details in Dwg PP-503B and schedule in Dwg PP-601B.

Design and fabrication criteria:

1. All materials, welds, workmanship and all other aspects of the tank and fabrication shall conform to ANSI/AWWA D 103-09 std., hereinafter AWWA D103.

2. Roof shall be designed for roof live loads and roof dead (applicable to water tank).

3. Tank shall be designed for a basic wind speed of 125 per hour.

4. Tanks shall be designed for the following seismic conditions:

a. Map spectral Response:

i. Ss = 0.93

ii. S1 = 0.40

b. Seismic use group = IIIE

c. Site Class = D

5. Tank foundation shall be designed with an allowance soil bear capacity of 2,500 PSF.

6. Specific gravity of store media: 62.4lb/ft3 WARRANTY: As specified in spec’s section 33-16-00 PARA 1.3. C1 and 2.

7. RE-DESIGN MAINTENANCE YARD FENCE (RC TO CHAIN LINK)

Replace shown east boundary reinforced concrete wall for detail see F3/SB- 306B in Maintenance/Honor Guard Building Maintenance yard and install a chain link fence as shown in F4/CI-504 in original bid package. 10”φ concrete footing shall be increase from 3’-4” to 4’-4” deep. Provide landscape screening.

8. RE-DESIGN LANDSCAPING PLAN

Only the areas demarcated by red clouds in landscaping plans (LP103, 106, 107, 108, 109, LP401A, 401B, 401C, 401E, and 401F contained in this amendment) will be maintained according to the original design. The remaining areas will have all landscape plantings removed and sodded with the types of grass specified.

9. RE-DESIGN IRRIGATION SYSTEM

Change the HDPE mainline pipe to gasket PVC pipe and joint restraints shown on drawings LI-001, 100, 101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 401, 402, 501, 502, 503 and 504 in original bid package.. Provide four (4) KIFCO Water Reels model B-140 with booster pump and Kome Twin Max. sprinklers, hoses, and connections. Delete the purchase and installation of all of the irrigation controllers, central control system, weather station, control wire, remote control valves, lateral pipes and sprinklers.

10. RE-DESIGN MEMORIAL WALK AREA

Defer Memorial Walk to subsequent phase. Delete from this project. Delete ornamental fence (CS-507E in original bid package); Retaining Wall “F” and “H” (details B1 & F6 on CI-303 in original bid package); sidewalk (CS-401G in original bid package); pavers (detail E6 on LS-501F in original bid package); street line “7” and curbs from station 0+25.00 to 2+98.805 (CS-107 and 108 in original bid package; Bio Retention Pond “III” (CG-508 in original bid package); pipes and storm structures from Inlet No. “63A” to “63C”, with the exemption of 5 meters of pipe upstream Inlet No. “63A” which shall be capped for future connection (CG-107 and 108 in original bid package); pipes and storm structures of segments from Inlet No. “65” to Headwall “8A”, Inlet No. “69” to Headwall “9A”, Headwall “10A” to Headwall “11A” (CG-104 and 107 in original bid package); POW/MIA flag (detail C3 on LK-502 in original bid package), metal bench (detail F7 on LK-501 in original bid package) and fill material of this deletion of the memorial walk area (approximately 37,000CM).

11. RE-DESIGN MEMORIAL WALL AND OSSUARY AREA

Defer Memorial Wall to subsequent phase. Delete memorial wall, see dwg. LS- 507E in original bid package and ossuary, see dwg. LS-509E in original bid package; and drainage piping up to the drainage system running parallel to the street.

12. RE-DESIGN EARLY TURN OVER (ETO) AREA

Delete the Honor Guard trailer and NCA Training trailer (next to contractor compound see dwg. GC-401 in this amendment); delete heavy duty asphalt pavement of internal service road; delete reinforced concrete pavement of temporary maintenance yard and temporary outsourced maintenance contractor; delete cortege lane and related improvements and landscaping shown in dwg. LP-402D in original bid package. Landscaped areas shall be sodded instead. See dwgs. CS-401D, 402D and 403D and CG-401D and 402D in original bid package.

Construct asphalt pavement at the entrance and exit of the ETO, including the parking areas in front of Administration and restroom trailers as originally designed. Change asphalt road pavement (street line #23) to compacted crushed rock in front of the restroom and Honor Guard trailers. The asphalt road pavement will change to compacted crushed rock after the accessible parking stalls. See dwg. CS-402D in original bid package.

Compacted crushed rock road will continue from the accessible parking stalls in front of the restroom and Honor Guard trailers (West entrance of ETO) up to the temporary outsourced maintenance contractor yard including yard entrances (sta 1+14.634 to sta 2+62.386). Use same crushed rock pavement section of crushed rock road for the maintenance yard. Delete asphalt road (street line #23) from Sta. 0+00.00 up to Sta. 1+14.634 will be eliminated. Rest of the loop, including temporary maintenance and temporary outsource maintenance contractor yard and their entrances, from Sta. 1+14.634 up to Sta. 2+62.386, a compacted crushed rock road will be installed instead of asphalt pavement. (See notes in red on CS-403D contained in this amendment).

Add asphalt parallel parking spaces (3 meters wide) and concrete sidewalks (2.44 meters wide) west of street line 6 from station 7+70.784 to 8+43.056; at station 7+50.000, add a Cul-de-sac with a diameter of 18 meters. For sidewalk, see detail in B-2 in dwg. CP-501. Relocate temporary committal shelter to be centralized between stations 7+70.784 and 8+43.056.

13. RE-DESIGN PAVEMENT SECTIONS FROM CONCRETE TO ASPHALT

Change all street, parking and maintenance yard pavement from concrete to asphalt per detail D6 shown on dwg. CT-501 in original bid package.

14. RE-DESIGN BRIDGE, ROAD, AND UTILITIES AT BACK MAINTENANCE ENTRANCE/EXIT

Defer bridge installation to subsequent phase. Delete bridge and improvements shown in dwgs. CJ-301, 501, 502, 503, 504, 505, 506 and 507 in original bid package.

Defer road install to subsequent phase. Delete street and related details shown in dwgs.: CS-101, 102, 103, 502, 504 CG-101, 102, 103 and CT-102 in original bid package; storm sewer system (with the exemption of segments from Headwall “G” to Headwall “H”, Headwall “B” to Headwall “C”, Headwall “A1” to Headwall “A3”, shown in dwgs. CG-101, 102 and 103 in original bid package); Bio-Retention Pond IX, see dwg. CG-514 in original bid package; fence and gates, see dwg. CS-504 in original bid package; signs in dwg. CS-502 in original bid package; water system, see dwgs. CU-102 and 103 in original bid package. Cap new water pipe at the East side of the bridge; eliminate landscape shown in dwgs. LP-101, 102 and 103 in original bid package.

Earthwork and grading operations of the entire street alignment are to remain. The sanitary sewer (see dwgs CU-112, 113, and 114 in original bid package) and telecommunication systems (see dwgs TJ-102, 103, and 104 in original bid package) remain from the West side of bridge and connect to existing facilities along PR-155. Grading will be up to the bottom of the street section base, see above mentioned dwgs in original bid package. Hydroseed all disturbed terrain and slopes.

Install five (5) reinforced concrete piles 60 feet long as shown in supplementary drawing CJ-301A as contained in this amendment. Piles will support a W24X68 Steel Beam, painted with epoxy equal or similar to EP39-2. Anchor beam to piles and connect beam to beam so that it can resist a wind speed of 150 miles per hour.

The beam will support a sloped sanitary sewer pipe of 6 inches in diameter as well as telecommunication ducts. See drawing CJ-505 that shows detail E5 for the telecommunication duct and E7 for the sanitary diameter pipe. Details will be amended to show the W24X68 steel beam instead of the AASHTO beam.

15. RE-DESIGN HEADSTONE SUPPORT SYSTEM FOR IN-GROUND CREMAIN GRAVESITES

Eliminate headstone support system for Interment Ground Cremain (IGC) illustrated on details F1 and F2 on drawing CS-401 in original bid package.

16. RE-DESIGN COMMITTAL SHELTER #2 AREA

The Temporary Committal Shelter in the ETO shall remain in place upon completion of Phase IB (no demolition) and given its functional location on the site, Committal Service Shelter #2 shall be deleted from this project scope. Delete cortege road, parking, concrete swale and sidewalks; cortege service road, Committal Shelter, segment of storm sewer system from Inlet “AA” to Headwall “V”, and fill material of this area (approximately 24,000CM). See dwg. CS-402C in original bid package.

***** End Word Document - 'Continuation Pages' ***** ***** Word Document 'SF30-ATT' Ignored ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'LP-401A' ***** See attached document: LP-401A.

***** End Inserted Adobe Acrobat Document (.pdf) - 'LP-401A' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'LP-108' ***** See attached document: LP-108.

***** End Inserted Adobe Acrobat Document (.pdf) - 'LP-108' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'LP-401B' ***** See attached document: LP-401B.

***** End Inserted Adobe Acrobat Document (.pdf) - 'LP-401B' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'LP-109' ***** See attached document: LP-109.

***** End Inserted Adobe Acrobat Document (.pdf) - 'LP-109' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'LP-103' ***** See attached document: LP-103.

***** End Inserted Adobe Acrobat Document (.pdf) - 'LP-103' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'LP-401F' ***** See attached document: LP-401F.

***** End Inserted Adobe Acrobat Document (.pdf) - 'LP-401F' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'LP-401C' ***** See attached document: LP-401C.

***** End Inserted Adobe Acrobat Document (.pdf) - 'LP-401C' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'LP-401E' ***** See attached document: LP-401E.

***** End Inserted Adobe Acrobat Document (.pdf) - 'LP-401E' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'CS-403D' ***** See attached document: CS-403D.

***** End Inserted Adobe Acrobat Document (.pdf) - 'CS-403D' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'CG-111-VEG-DEBRIS-DEPOSIT-AREA' ***** See attached document: CG-111-VEG-DEBRIS-DEPOSIT-AREA.

***** End Inserted Adobe Acrobat Document (.pdf) - 'CG-111-VEG-DEBRIS-DEPOSIT-AREA' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'LP-107' ***** See attached document: LP-107.

***** End Inserted Adobe Acrobat Document (.pdf) - 'LP-107' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'CJ-301A' ***** See attached document: CJ-301A.

***** End Inserted Adobe Acrobat Document (.pdf) - 'CJ-301A' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'CG-111' ***** See attached document: CG-111.

***** End Inserted Adobe Acrobat Document (.pdf) - 'CG-111' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'MP-102' ***** See attached document: MP-102.

***** End Inserted Adobe Acrobat Document (.pdf) - 'MP-102' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'GC-401' ***** See attached document: GC-401.

***** End Inserted Adobe Acrobat Document (.pdf) - 'GC-401' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'LP-106' ***** See attached document: LP-106.

***** End Inserted Adobe Acrobat Document (.pdf) - 'LP-106' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'MP-102-blow-up' ***** See attached document: MP-102-blow-up.

***** End Inserted Adobe Acrobat Document (.pdf) - 'MP-102-blow-up' ***** ***** Begin Inserted Adobe Acrobat Document (.pdf) - 'B_Morovis CLIN Breakdown_deduct items' ***** See attached document: B_Morovis CLIN Breakdown_deduct items.

***** End Inserted Adobe Acrobat Document (.pdf) - 'B_Morovis CLIN Breakdown_deduct items' ***** See attached document: LP-401A.

See attached document: LP-108.

See attached document: LP-401B.

See attached document: LP-109.

See attached document: LP-103.

See attached document: LP-401F.

See attached document: LP-401C.

See attached document: LP-401E.

See attached document: CS-403D.

See attached document: CG-111-VEG-DEBRIS-DEPOSIT-AREA.

See attached document: LP-107.

See attached document: CJ-301A.

See attached document: CG-111.

See attached document: MP-102.

See attached document: GC-401.

See attached document: LP-106.

See attached document: MP-102-blow-up.

See attached document: B_Morovis CLIN Breakdown_deduct items.