Amendment_0005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

PROJECT TITLE/LOCATION: EIE382 F-35 Aircraft Weather Shelters (Sqd 2), EIELSON AFB, ALASKA

a. This amendment provides changes to the solicitation as indicated on the continuation pages of this document.

b. PROPOSAL DUE DATE HAS NOT BEEN EXTENDED and may be submitted electronically via email to michelle.r.mandel@usace.army.mil and theresa.m.afrank@usace.army.mil.

c. YOU ARE REQUIRED TO ACKNOWLEDGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THIS STANDARD FOR 1442.

1. CONTRACT ID CODE PAGE OF PAGES

1 5

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

16C. DATE SIGNED

BY 05-Apr-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB-18-R-0014

X 9B. DATED (SEE ITEM 11)

29-Jan-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 Offer is extended, X is not extended.

Offer 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 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 opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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 ITEM 10A.

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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

05-Apr-2018

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded documents/sections:

Drawing S-511 (Removed Note #2 from Detail C1)

b. The following revised documents/sections are substituted for the superseded documents/sections: The identifier “AM#5” appears before and after new and/or revised materials, except as noted below.

SECTION 00 22 11 – PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA AND

BASIS OF AWARD ONE STEP – BEST VALUE

– Paragraph 10.2.3 - Revised to allow electronic submission of price breakdown (Reissuing pages 14-15)

NOTE: Revisions within the following documents do not contain the above referenced identifiers:

c. The following sections are deleted:

NONE

d. The following documents are added:

e. The following revisions are incorporated:

f. Other:

(End of Summary of Changes)

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME.

Section 00 22 11 W911KB-18-R-0014

EIE382

(applicable to large businesses only), Small Business Subcontracting Plan (in looking at Small Business Past Performance, the Government will evaluate how well the offeror has performed on achieving its small business goals (applicable to large businesses only) in their compliance of FAR 52.219-9, utilizing electronic Subcontracting Reporting System (eSRS) information;

(f) The extent of participation of small business prime offerors and small business subcontractors in terms of the percentage of the value of the total acquisition (including options); and,

(g) The extent to which the offeror meets or exceeds the goals based on the total contract value. Goals for this procurement are:

Small Business (all types of small business combined) Minimum of 20%

Small Disadvantaged Business Minimum of 5%

Woman Owned Small Business 3%

HUBZone Small Business Best Effort

Veteran Owned Small Business 2%

Service Disabled Veteran Owned SB 1%

(Note: for example, that a proposed Extent of Participation of Small Businesses that reflects {1%} of the contract value for WOSB would also count towards the overall Small Business Goal; and percentages for SDVOSB also count towards VOSB).

10.0 VOLUME 2 – TAB A – FACTOR 6: STANDARD FORM 1442, PROPOSAL DATA SHEET, AND

CONTRACT LINE ITEM SCHEDULE

10.1. GENERAL

Submit all Volume 2 information in a separate binder labeled: “Volume 2 - Pro Forma Requirements.”

10.2. Submission Requirements:

10.2.1. Submit the properly filled out and executed SF 1442, along with the CLIN Schedule, containing proposed line item and total pricing. See instructions in Section 00 21 00, “Instructions to Offerors.” Submit the Proposal Data Sheet (Attachment 1).

10.2.2. HUBZONE CONTRACTORS: This RFP includes Contract Clause 52.219-4 regarding a 10% price evaluation preference for HUBZone small business concerns. HUBZone small business concerns electing to waive the evaluation preference shall submit a copy of clause 52.219-4 indicating such. HUBZone small business concerns not waiving the evaluation preference shall submit a copy of their SBA certification letter under this tab.

10.2.3. Supplemental Price Breakdown. If deemed necessary to evaluate the price proposals, the Government will request a price breakdown of the Contract Line items AM#5…to be provided either electronically or… AM#5 in a sealed envelope marked “Price Breakdown Information,” in Excel format. The Government will provide details on

Section 00 22 11 W911KB-18-R-0014

EIE382

where and how to send the breakdown. This information will not be needed sooner than three (3) working days after the proposal submission due date. This information may be required for the initial proposal and, if requested, for any revised proposals. This information is not an opportunity for an offeror to revise its non-price or price proposal.

10.3 Evaluation Criteria:

10.3.1 Price will not be rated or scored, but will be evaluated for fairness and reasonableness through the use of price analysis. The price evaluators will also check for appearance of unbalanced line item prices. Offerors are cautioned to distribute direct costs, such as material, labor, equipment, subcontracts, etc., and to evenly distribute indirect costs, such as job overhead, home office overhead, bond, etc., to the appropriate contract line items. Both parties shall presume that field overhead costs through the proposed contract duration are inclusive in the offered price for the contract.

10.3.2 If deemed necessary, the supplemental price breakdown information will be used to assist the Government in performing the price evaluations described above.

11.0 VOLUME 2, TAB B - REQUIRED PRE-AWARD INFORMATION

11.1. Submission Requirements:

11.1.1. Submit this information for the Contracting Officer’s determination of Offeror responsibility, which includes, but is not limited to the following:

(a) Joint Venture agreement or Limited Liability Company Certificate of Organization, Articles of Organization and Operating Agreement, if applicable.

(b) A list of present commitments, including the dollar value thereof, and name of the organization under which the work is being performed. Include names and telephone numbers of personnel within each organization who are familiar with the prospective contractor’s performance.

(c) A certified statement listing; (1) each contract awarded within the preceding three month period exceeding $1,000,000.00 in value with a brief description of the contract; and (2) each contract awarded within the preceding three year period not already physically completed and exceeding $5,000,000.00 in value with a brief description of the contract. If the prospective contractor is a joint venture, each joint venture member will be required to submit the above defined certification

(d) Competed Representations and Certifications included by full text in Section 00 45 00. List any changes to Online Representations and Certifications in 52.204-8 for FAR Clauses and 252.204-7007 for DFAR clauses. Provide any certifications where vendor indicated in the online representations and certifications that the certification would be provided with specific offer.

(e) Additional information required for responsibility determination:

(1) Proof of Financial Ability (Most recent financial statement covering assets and liabilities)

8" 8"

12" 12"

TYP

12"

TYP DOWEL PER

PLANNED

CONTRACTION JOINTNOTE:

1. BAR LAYOUTS SHOWN ARE FOR TYPICAL SLAB SIZES. FOR A TYPICAL SLAB SIZES DOWELS

SHALL NOT BE PLACED CLOSER THAN 0.6 TIMES THE DOWEL BAR LENGTH TO THE PLANNED

JOINT LINE. IF THE LAST REGULARLY SPACED LONGITUDINAL DOWEL BAR IS CLOSER THAN

THAT DIMENSION, IT SHALL BE MOVED AWAY FROM THE JOINT TO A LOCATION 0.6 TIMES THE

DOWEL BAR LENGTH, BUT NOT CLOSER THAN 6 INCHES TO ITS NEAREST NEIGHBOR.

SEE PLAN

1'-0" 1'-0" 1'-0"

/A5 S-511

PREFORMED NON-

EXTRUDING EXPANSION

JOINT FILLER MATERIAL

JOINT SEAL w/ BACKER

ROD, NOTE 1

1/2"+1/16"

NOTES:

1. SEALANT SHALL BE POURABLE SEALANT MEETING ASTM D 5893 AND

SPECIFICATIONS.

2. JOINT SEAL SHALL BE APPLIED SUBSEQUENT TO FLOOR COATING, NO PART OF

THE FLOOR COATING SYSTEM MAY BRIDGE THE JOINT SEALANT.

3. CHAMFER ONLY EXTERIOR JOINTS, NO CHAMFER ON INTERIOR JOINTS.

CONCRETE (PCC) JOINT

1'-

3/ 4"

DEPTH PER MANUFACTURER

RECOMMENDATIONS, 1.5" MIN

1/8

2"

1/4" CHAMFER

1'-0 1/ 4"

1/2"+1/16"

NOTES:

1. SEALANT SHALL BE POURABLE

SEALANT MEETING ASTM D 5893

AND SPECIFICATIONS.

2. JOINT SEAL SHALL BE APPLIED

SUBSEQUENT TO FLOOR

COATING, NO PART OF THE FLOOR

COATING SYSTEM MAY BRIDGE

THE JOINT SEALANT.

3. CHAMFER ONLY EXTERIOR JOINTS,

NO CHAMFER ON INTERIOR JOINTS.

INITIAL

SAWCUT

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1 1/2"

1'-

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2'-

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RECOMMENDATIONS, 1.5" MIN

1/8

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1'-0 1/ 4"

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1/8

DEPTH PER MANUFACTURER

RECOMMENDATIONS, 1.5" MIN

CONSTRUCTION BUTT JOINT

JOINT SEAL W/

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NOTES:

1. SEALANT SHALL BE POURABLE SEALANT MEETING ASTM D 5893 AND

SPECIFICATIONS.

2. JOINT SEAL SHALL BE APPLIED SUBSEQUENT TO FLOOR COATING SYSTEM, NO

PART OF THE FLOOR COATING SYSTEM MAY BRIDGE THE JOINT SEALANT.

3. CHAMFER ONLY EXTERIOR JOINTS, NO CHAMFER ON INTERIOR JOINTS.

CONCRETE (PCC) JOINT

2"

1/4" CHAMFER

1'-0 1/ 4"

1'-

3/ 4"

COLUMN

45° 45° 48"

FOOTING BELOW

ON-THICKENED

DGE EXPANSION

JOINT, TYP SEE

CONSTRUCTION JOINT

1'- 4 1/4"

/E5 S-511

BLOCK OUT AROUND

COLUMN AND POUR

BACK

PREFORMED NON-EXTRUDING

EXPANSION JOINT FILLER MATERIAL

5'-0"

NON-THICKENED

EDGE, NOTE 2

STRUCTURE OR ADJACENT SLAB

NOTES:

1. REINFORCEMENT & HEAT TUBES NOT SHOWN FOR CLARITY.

2. NON-THICKENED EDGE EXPANSION JOINTS SHALL BE PROVIDED WHERE

INDICATED, ADJACENT TO FOUNDATION WALLS, AND AT COLUMN BLOCKOUTS.

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S-511 E3

NOTES:

1. HEAT TUBES NOT SHOWN FOR CLARITY. TUBES SHALL BE RUN THROUGH

SLEEVES AT MID SLAB HEIGHT OR BELOW WHERE TUBES CROSS JOINTS.

2. SLAB REINFORCEMENT DOES NOT RUN THROUGH JOINTS, HOLD BACK

REINFORCEMENT 3" FROM JOINT LOCATIONS.

3. CONTRACTOR TO COORDINATE LOCATIONS OF HEAT TUBES, SLEEVE AND

JOINT LOCATIONS AS A DELEGATED DESIGN SUBMITTAL.

S-511 C3

SLAB REINFORCEMENT

NOTES:

1. HEAT TUBES NOT SHOWN FOR CLARITY. TUBES SHALL BE RUN

THROUGH SLEEVES AT MID SLAB HEIGHT OR BELOW WHERE TUBES

CROSS JOINTS.

2. SLAB REINFORCEMENT DOES NOT RUN THROUGH JOINTS, HOLD

BACK REINFORCEMENT 3" FROM JOINT LOCATIONS.

3. CONTRACTOR TO COORDINATE LOCATIONS OF HEAT TUBES,

SLEEVE AND JOINT LOCATIONS AS A DELEGATED DESIGN SUBMITTAL.

USE ONE PIECE SMOOTH EPOXY COATED DOWEL 1"Øx16"

LENGTH W/ FACTORY COATING PLACED 12" OC, MID DEPTH

S-511 A3

SLAB REINFORCEMENT

#5 REBAR @ 12" O.C.

CONTINUOUS (TYP)

#5 REBAR @ 12" O.C.

HEIGHT ADJUSTMENT

REBAR PER TRENCH

DRAIN MANUFACTURER

TRENCH DRAIN,

NOTE 1 & 2

NOTE:

1. SEE MECHANICAL FOR INTERNAL TRENCH DRAIN MANUFACTURER, SIZE AND TYPE.

2. DIM = 4' - 0" AT TYPICAL BAYS

3" CLR 3"

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NOTE 2

EDGE OF SLAB

(EXPANSION JOINT), TYPSLAB PER

PLAN

TRANSISTION

PER EXPANSION

JOINT DETAIL

1'

- 4

NOTE:

1. PROVIDE 100 PSI MIN RIGID INSULATION UNDER ALL HEATED SLABS.

COORDINATE THICKNESS WITH ARCH. WHERE ARCH DOES NOT INDICATE,

PROVIDE 2" MINIMUM.

#5 @ 12" OC EW

REINFORCEMENT (1/4 SLAB HT)

FROM SURFACE

CONC SLAB PER PLAN

HEAT TUBING ATTACHED

TO INSULATION

(INTERIOR SLABS ONLY)

SEE MECHANICAL

INSULATION NOTE 1

15 MIL VAPOR RETARDER

INTERIOR SLAB ONLY

4" GRADED CRUSHED

AGGREGATE BASE COURSE

CLASSIFIED FILL

PER CIVIL

HEAT TUBING ATTACHED TO

TOP OF REINFORCEMENT

(EXTERIOR SLABS ONLY)

SEE MECHANICAL

#4 @ 18" OC

NOTE:

1. SIDE WALL OF TRENCH AND HAND HOLES IS 6" IN THICKENESS

2. COORDINATE DIMENSIONS WITH TRENCH DRAIN DIMENSIONS

FINISH FLOOR

W/ TYP REINF

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6"

6" 6"

TRENCH DRAIN

PER MECH

NOTE 2

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NTSE3 EXPANSION JOINT SEALANT

NTSC3 CONTRACTION JOINT SEALANT

NTSA3 CONSTRUCTION JOINT SEALANT

NTSG5 CONC SLAB JOINT AT COLUMN

NTSE5 CONC SLAB EXPANSION JOINT

NTSC5 CONC SLAB CONTRACTION JOINT

NTSA5 CONC SLAB CONSTRUCTION JOINT

NTSA1 & SLAB INTERFACE DETAIL

HANGAR TRENCH DRAIN

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