Amendment 2.pdf

OMB CONTROL NO. 0690-0008

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 6

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO.

5. PROJECT NO. (If applicable)

AMENDMENT #TWO (2)

12/14/09 NAAJ5732-10-00257

6. ISSUED BY

CODE

N/A 7. ADMINISTERED BY (If other than Item 6)

CODE N/A

NOAA, WESTERN ACQUISITION DIVISION

7600 SAND POINT WAY, NE

SEATTLE, WA 98115-6349

SAME AS BLOCK 6

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (Υ) x

9A.

AMENDMENT OF SOLICITATION NO.

AB1330-10-RP-0005

9B.

DATED (SEE ITEM 11)

11/23/09

10A.

MODIFICATION OF CONTRACT/ORDER

NO.

10B.

DATED (SEE ITEM 13)

CODE N/A

FACILITY CODE N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

x The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, √ is not extended.-

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:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram 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 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the pening hour and date specified. o

12. ACCOUNTING AND APPROPRIATION DATA (If required) N/A

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

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

(Υ)

A.

THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CON-

RACT ORDER NO. IN ITEM 10A. T

B.

THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C.

THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D.

OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

RECOVERY—CONSTRUCTION OF NOAA'S LA JOLLA LABORATORY REPLACEMENT PROJECT

LA JOLLA, CALIFORNIA

A. Reference SF-1442, Block 13A, is REVISED to read as follows: "Sealed offers in original and 5 copies to perform…"

B. Reference Schedule, Page 3:

ADD the following – "NOTE: Davis Bacon Act wage rates are applicable to Furniture, Fixtures, and Equipment installed under line item 0001 of the Schedule. Furniture, Fixtures, and Equipment provided and installed per Line Item 0006, of the Schedule are considered to be supplies; therefore, not applicable to Davis Bacon Act wage rates."

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 (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

15B CONTRACTOR/OFFEROR .

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

BY XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXX

(Signature of person authorized to sign)

(Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

30-105

STANDARD FORM 30 (REV 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

AB1330-10-RP-0005 Page 2

C. Reference Section L, Provision L.4, 52.215-20 IV Requirements For Cost Or Pricing Data Or Information Other Than Cost Or Pricing Data (Oct 1997)--Alternate IV (Oct 1997), paragraph (b), is DELETED in its entirety and REPLACED WITH the following:

"(b) Provide the following information considered to be 'Other than Cost or Pricing Data' as listed below:

(i) Direct labor salary/wage information with associated payroll expenses, for personnel to be used in performance of the work;

(ii) Staging costs;

(iii) Subcontractor costs;

(iv) Cost for equipment, supplies, and consumable materials;

(v) A breakout of related support costs, such as equipment maintenance, rental, transportation, bond cost and fees, insurance, etc.;

(vi) Overhead costs;

(vii) General Administrative expenses;

(viii) Profit

Additional cost proposal instructions are included in Provision L.7."

D. Reference Section L., Provision L.7, Proposal Preparation:

(1) Second paragraph under (a) is REVISED to read as follows:

"Proposal page limits are as follow:

Volume I – Price & Business Proposal: Inclusive of Section K, Representations, Certifications and Other Statements of Offeror; Standard Form 1442, Solicitation, Offer, and Award Form; Section B, Schedule; Bid Bond; Subcontracting Plan: No page limit Volume II – Technical Proposal: 50 pages

Note: The page limitation for Volume II is not inclusive of proposed schedule under Factor 3, or Past Performance Forms to be submitted directly by customer required under Factor 4.

(2) Paragraph (i)(4) is REVISED to read as follows:

"(4) Information other than cost or pricing data is required, in accordance with FAR 52.215-20, Requirements for Cost or Pricing Data or Information Other Than Cost or Pricing Data-Alternate IV, as noted above."

(3) Reference VOLUME II - TECHNICAL PROPOSAL, Factor 1, ADD the following sentence:

"For purposes of evaluation, “major subcontractor(s)” is defined as first-tier subcontractor(s)."

E. Reference Technical Specifications: The following technical specification sections have been revised as noted below and replacement documents included within the amendment:

1 Table of Contents:

• Indicates changes made to specification sections in Amendment 1

2 Section 01330 - Submittal Requirements:

• Modified section to include FAR requirements

• Modified Paragraph 1.5 Submittal Administrative Requirements to reflect FAR language

• Added Paragraph 2.1,D – Samples

• Added Paragraph 2.1,E - Specifications and Drawings for Construction

• Modified other paragraphs of section to remove language that was redundant due to inclusion of

FAR requirements

AB1330-10-RP-0005 Page 3

3 Section 01400 - Quality Control:

• Modified section to eliminate references to testing procedures as responsibility of the Government.

Revised language to indicate that non-conforming tests would be reported to the Government 4 Section 01500 - Temporary Facilities:

• Added paragraph 3.3, E: modified to read "Parking and Construction Staging” 5 Section 02300 - Earthwork:

• Part 3.2, a - Changed responsibility of hiring a testing agency from the Government to the contractor.

• Part 3.12, a - Changed responsibility of hiring a testing agency from the Government to the contractor.

6 Section 02741 – Asphalt Paving:

• Part 3.12, a - Changed responsibility of hiring a testing agency from the Government to the contractor.

7 Section 02915 - Soils for Green Roof:

• Part 1.3, B, 2 – Revision: Contractor to pay for all testing. Removed text that stated testing was to be paid for by the Government.

• Part 1.3, B, 3, b – Revised ‘Compost Testing’ to state ‘Organic Amendment Testing’.

• Part 1.5, B, 7 – Revised language of testing protocols.

• Part 2.2, A – Addition of Solvita item and Criteria in the associated chart.

8 Section 03300 – Cast-In-Place Concrete

• Revised specification to incorporate the inclusion of Architectural Concrete (Smooth and Board

Formed) 9 Section 03331 – Cast-In-Place Architectural Concrete

• This section has been deleted in its entirety. Section 03300 contains the necessary specification information for architectural concrete.

10 Section 05120 – Structural Steel

• Supplement Part 1.6 Quality Assurance with the following:

" Fabricators and Erectors who are certified by L.A. City, City of San Diego, or ICBO (now ICC) requirements will be acceptable for the project. Fabricators who are not certified under one of these standards will be acceptable for the project provided that on-site special inspections of the fabrication shop, per California Building Code (CBC) requirements are followed. Fabrication shops shall be responsible for costs associated with all on-site special inspections required to meet the CBC requirements."

11 Section 05811 – Architectural Joint Systems

• Added Part 2.4 - Schedule of Expansion Joints

• Part 3.3, B o Deleted Schedule of Expansion Joints 12 Section 06160 – Sheathing:

• Deleted Flexible Flashing, which is covered in Section 09220 13 Section 07131 – Plaza Deck/Foundation Waterproofing:

• Part 1.2, A o Added: 3. Expanded polystyrene insulation at green roofs o Added: 4. Prefinished stainless steel counterflashing and termination accessories #4 finish.

• Part 2.1, A, 1 o Deleted a. American Hydroteck o Deleted c. American Permaquick, PQ 7100

• Part 2.1, B, 2 o Added b. Big Sky Insulations, Inc.

o Added c. PolyFoam, Inc.

o Added d. Thermafoam LCC

• Part 2.1,B,3 o Modified units of measurement

AB1330-10-RP-0005 Page 4

14 Section 07162 – Crystalline Waterproofing

• Added new section in its entirety

15 Section 07182 – Pedestrian Deck Coatings

• Part 2.1, A o Added manufacturers

• Part 3.4: Added Field Quality Control

16 Section 07552 – (SBS) Modified Bituminous Membrane Roofing

• Part 3.9: Added Field Quality Control

17 Section 07720 – Roof Accessories

• Part 2.1, A, 1.

o Finish: PPG Industries, Duranar Sunstorm, Venetian Bronze, UC102938F

• Part 2.3, B, 1.

o Finish: PPG Industries, Duranar Sunstorm, Venetian Bronze, UC102938F

• Part 2.4 Roof Hatch – C: Changed size of roof hatch

• Part 3.1, B, C. – Deleted Security Grilles from section

18 Section 08110 Steel Doors and Frames: Delete this paragraph in its entirety.

• Part 2.6 SLIDING METAL DOORS (BARN DOOR).

19 Section 08130 Stainless Steel Doors and Frames: Add this paragraph in its entirety.

• Part 2.6 SLIDING METAL DOORS (BARN DOOR).

A. Single-leaf, sliding door B. Door Type: Overhead supported with wall-mounted overhead track. Reinforce frame structure with minimum 1.1 mm [0.043 IN] thick steel shapes. Reinforce mounting and hardware attachment locations. Attach armor edges and astragals to doors.

1. Hollow-Metal Doors: Bond face materials to both sides of core. Internally Reinforce perimeter with steel channels. Back joints in face sheets with a continuous steel H column covered with a steel, surface applied faceplate or otherwise reinforce joints and grind exposed welds smooth.

2. Insulate doors with weather stripping on all sides.

20 Section 08710 – Door Hardware: Revise Hardware Set 28 in its entirety

HW SET: 28

EACH TO HAVE:

1 EA FLUSH PULL SET 94P X 94L ROC

1 EA TRACK AND

HARDWARE

SLIDING BARN DOOR CRO

PROVIDE C-108 TRACK, C-107-8 HANGERS, C-110 FASCIA AND END CAPS, FLOOR

CHANNELS AND GUIDES, DOOR STOPS, FLOOR STOPS

21 Section 08816 – Decorative Glass

• Deleted Part 2.1, D: Glass GL-2

22 Section 09220 – Portland Cement Plaster

• Part 3.7: Added Flexible Flashing Installation section

23 Section 09310 – Ceramic Tile

• Part 2.1, A: Added additional manufacturers

• Part 2.3 Waterproof Membrane o Added C. Install at all shower tile areas, floor and wall, and all bathroom floors.

• Part 2.8, A: Revised ANSI A 118.6

24 Section 09547 – Linear Wood Ceilings

• Added new section in its entirety

25 Section 09652 – Resilient Sheet Flooring

• Part 2.1, D: Seaming Method: Heat Welded

AB1330-10-RP-0005 Page 5

26 Section 09751– Interior Stone Facing

• Section has been deleted in its entirety.

27 Section 09762 – Concrete Floor Sealer/Hardener

• Added new section in its entirety

28 Section 10431 – Signage

• Reissued section to replace old section in its entirety

29 Section 11150 – Parking Control Equipment

• Section has been deleted in its entirety

30 Section 11610 – Fume Hood and Exhaust Devices:

• Replaced the term “NOAA” with “Government” in the following places: 1.07, I, 1

31 Section 11640 - Laboratory Equipment:

• Replaced the term “NOAA” with “Government” in the following places:

o [1.7, A] [1.8, A] [1.9,A] [1.9, B] [1.9,C] [1.10, A] [2.2, B] [2.2, C] [2.2, D] [2.2, E] [2.7, G,2] [2.7, P,2] [2.8, P, 2] [2.8, Q, 1] [2.12, B, 1, c] [3.3, B] [3.4, A] [3.4, B]

32 Section 12630 – Laboratory Casework and Other Furnishings:

• Replaced the term “NOAA” with “Government in the following places:

o [1.4, F] [1.4, G] [2.1, C,1, b] [2.1, D,1, f] [2.2, B, 7, a 2] [2.2, B, 8,a,12] [2.3, D,1, o] [2.4, F,2,j] [2.5, D, 2, I] [2.8,A,3,b] [2.8, B, 4, b] [2.8, C, 4] [2.8, C, 5, j, 2] [2.10, B,1, b, 4] [2.10, C, 5] [2.11, A, 5] [2.11, B, 1] [2.11, B,4] [2.12, D] [2.16, D, 3] [2.18, B] [2.19, B] [2.19, D] [2.22, D, c] [3.1,C]

33 Section 13035 - Controlled Environment Rooms:

• Replaced the term “NOAA” with “Government in the following places:

o [1.8, D] [2.02, H, 2, d, 5] [2.03, A] [3.01, C] [3.03, B] [3.03, E, 2, b] 34 Section 13712 – Closed Circuit Video Equipment:

• Corrected typographical error in specification section 13712 paragraph 2.1.E to read as follows:

E. Acceptable Manufacturers of Network Based Digital Video Management System:

1. Pelco 800-289-9100

2. Approved Equal

35 Section 14261 – Hoist and Rail System:

• Part 1.4 SUBMITTALS, Product Data: added “Electric Wire Rope Hoist”

• Part 2.3 MANUAL CHAIN HOIST, Description: added “s. Provide up to 8 hoists, as required by

Owner.”

• Added section 2.4 ELECTRIC WIRE ROPE HOIST

A. Description

1. Basis of Design: David Round Stainless Steel Wire Rope Hoist

a. Material: All components to be Stainless Steel

b. Capacity: 907 kg [2000 lb]

c. Lift Height: 4877 mm [16 FT]

d. Lift Speed: 20/10 FPM (2-speed)

e. Power: 460V/3phase/60Hz

f. Lift motor: 2 HP

g. Control Station: NEMA 4x Enclosure

h. Mounting: fixed to structural support

i. Headroom: 610 mm [24 IN] MAX

j. Beam Size/Style: stainless steel

k. Hoist Frame: Welded 304 Series Stainless Steel Hoist Frame

l. Fasteners: 316 Series Stainless Steel Fasteners

m. Load Hook: 316 Series Forged Stainless Steel Swivel Hook

n. Safety Latch: Spring-Loaded 304 Series Stainless Steel Safety Latch

o. Finish: Glass Bead Finish

AB1330-10-RP-0005 Page 6

36 Section 16800 – Solar Photovoltaic (PV) Systems:

• Part 1.8.A.1 – Changes amount of extra materials from 10 percent to 2 percent of amount installed.

• Part 2.2.A.4 – Revised verbiage of PV Removal and Replacement under contract.

• Part 2.2.C.1 – Meters to communicate via Ethernet.

• Part 3.5.A – NOAA shall retain ownership of the solar renewable energy credits (S-REC) generated by this system.

F. Reference Drawing Sheets: The following drawing sheets have been revised as noted below and replacement sheets included within the amendment:

1 S160:

• Add keynote number 27 to read: “Apply crystalline waterproofing coating to interior face

(water side) of technology tank walls, base slab and skimmer box structures. Refer to specification section 07162 for additional information.” Keynote shall be applicable to Framing Plans A and B on sheet S160.”

2 A030:

• Updated specification section references for coordination.

3 A040:

• Added information for wall types, Acoustical Rating (STC)

4 A506

• Door Type K (Overhead Coiling Grill) on A500 is to be added to the door types on A506. Door

No. 102.1 and 102.2 are to be changed in the door schedule from Type J (Overhead Coiling Door) to Type K (Overhead Coiling Grille).

5 M131, M141, M303, E131, E141 and E404-Plan sheets and schedule sheets associated with the addition of FCU’s in Toilets 301A, 301B, 355A, 355B, 400A, 400B, 456A, and 456B.

6 E222, E231, E232, and E241-Plans sheets associated with the addition of wall mounted motion sensors to allow selected offices to accommodate double occupancy.

7 QA301:

• Added note “FIXED SS ELECTRIC WIRE HOIST” and revised drawing on Section N1.

• Added note “15,000 LB CAPACITY STAINLESS STEEL RAIL SYSTEM INTO NECROPSY

FREEZER (ROOM 119). PIVOTING LINK BEAM TO PROVIDE CONTINUOUS

CONNECTION BETWEEN EXTERIOR AND INTERIOR MONORAILS AT DOOR

OPENING” to Section N9.

8 QA402:

• Added note “FIXED SS ELECTRIC HOIST’ to drawing at dock

• Added middle rail to hoist rail loop within Necropsy Freezer

G. The due date for proposals remain unchanged at January 14, 2010, at 2:00PM (local PST-Seattle time) in

Seattle, Washington. Submissions shall be sent to the address noted in Block 7, of SF-1442, Solicitation, Offer, and Award Form, with an original, marked as such, and 5 copies. Note: Electronically submitted proposals, attachments, modifications, etc., are not acceptable.

-- END OF AMENDMENT –

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