A.07.24_Amendment_0003.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

Building 760 Renovations at Fort Riley, KS The purpose of this amendment is to update Box 10 of the 1442, remove clause TPL_NWK_002 - Proposals To Become Part of the Contract, and update the specifications. SEE THE CONTINUATION PAGE FOR MORE DETAIL.

Proposals are due September 13, 2017 at 2:00 PM CST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 06-Sep-2017

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 W912DQ17B4009

X 9B. DATED (SEE ITEM 11)

14-Aug-2017

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 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 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

06-Sep-2017

CODE

USACE, KANSAS CITY +

FEDERAL BLDG. CT-M RM 647; 601 E 12TH ST

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ17B4009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

CONTINUATION PAGE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The Solicitation is amended as follows:

Deleted text is shown with a strikethrough. Added text is shown with underline.

1. Standard Form 1442 Block 10 – The Government Requires Performance of the Work Described in These Documents. NAICS is changed to read as follows:

NAICS code for this project is 237220 236220

2. Section 00 10 00 – Solicitation. DELETE TPL_NWK_002 PROPOSALS TO BECOME PART OF THE

CONTRACT in its entirety.

TPL_NWK_002 PROPOSALS TO BECOME PART OF THE CONTRACT

1. When an offeror submits its proposal in response to a Request For Proposals, and a staffing plan including the names and qualifications of key personnel who are proposed to work on the project is required to be submitted, those personnel who are offered will be the same personnel who will actually perform on the project. If, during performance of the contract, it becomes necessary for the contractor to substitute personnel for one of those whose qualifications were the basis for evaluation of the offer and award of the contract, the contractor shall submit to the Contracting Officer the same information that was required in the initial proposal regarding the proposed substitute employee. The Contracting Officer shall have the right to review the qualifications of the proposed substitute employee and to approve or disapprove his or her qualifications. If the proposed substitute employee's qualifications are disapproved by the Contracting Officer, the contractor will propose another employee who does possess equivalent qualifications.

2. When an offeror submits its proposal in response to a Request For Proposals, and the name of a specific subcontractor is a required submittal, then that subcontractor who is offered will be the same subcontractor who will actually perform the specified work on the project. If, during performance of the contract, it becomes necessary for the contractor to substitute a subcontractor for one of those whose qualifications were the basis for evaluation of the offer and award of the contract, the contractor shall submit to the Contracting Officer the same information that was required in the initial proposal regarding the proposed substitute subcontractor. The Contracting Officer shall have the right to review the qualifications of the proposed substitute subcontractor and to approve or disapprove its qualifications. If the proposed substitute subcontractor's qualifications are disapproved by the Contracting Officer, the contractor will propose another subcontractor who does possess equivalent qualifications.

3. When an offeror submits its proposal in response to a Request For Proposals, and a schedule for the performance of the work on the project is a required submittal, the terms of the proposed schedule will become the schedule that will be utilized for completion of the project, adjusted as necessary to reflect the actual issue date of the Notice to Proceed

4. When an offeror submits its proposal in response to a Request For Proposals and that proposal contains any work, materials, methods or other type of betterment that provides an advantage to the Government that is above the minimum requirements contained in the RFP, the terms of the proposal will be the basis for evaluation and, if successful, will become the terms of the contract upon award. If a change in one of those terms is made to one that is less favorable to the Government than the one on which the award of the contract was based, a credit to the Government will be negotiated by the contractor. Only the Contracting Officer has the authority to negotiate a waiver of the terms of the contract.

W912DQ17B4009

(End)

3. SPECIFICATION CHANGES:

a. Section 14 93 00.00 23 “Vertical Platform Chair Lift”, Paragraph 1.3.1.1 “vertical platform chair lift Contractor's vertical platform chair lift Technicians” is changed to read as follows:

1.3.1.1 Vertical Platform Chair Lift Contractor's Vertical Platform Chair Lift Technicians

For vertical platform chair lift installations in the United States, including United States territories, perform all vertical platform chair lift related work under the direct guidance of a state certified vertical platform chair lift technician with a minimum of three years of experience in the installation of vertical platform chair lift systems of the type and complexity specified in the contract documents. Provide an endorsement letter from the vertical platform chair lift manufacturer, certifying that the vertical platform chair lift specialist is qualified. All vertical platform chair lift technicians must carry a current certification in accordance with ASME A18.1 issued by one of the following organizations:

a. National Association of Elevator Contractors (NAEC)

b. National Elevator Industry Education Program (NEIEP)

4. REVISED DRAWING SHEETS:

a. Delete the following Drawing Sheets and replace with the revised Drawings sheets that accompanies this amendment.

CS502 Site Details CP501 Pavement Details

5. Proposals are due September 13, 2017 by 2:00 PM CST

6. Offeror is required to acknowledge receipt of this amendment. Failure to acknowledge this amendment may cause rejections of the proposal.

7. All other terms and conditions remain unchanged and in full force.

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7 IN PORTLAND CEMENT CONCRETE (PCC) COURSE

LIME-MODIFIED SUBGRADE

8 IN SCARIFY AND RECOMPACTED

LIME-MODIFIED SUBGRADE

8 IN SCARIFY AND RECOMPACTED

4 IN PORTLAND CEMENT CONCRETE (PCC)

4 IN AGGREGATE BASE COURSE

LIME-MODIFIED SUBGRADE

6 IN SCARIFY AND RECOMPACTED

2 IN ASPHALT SURFACE COURSE

2 IN ASPHALT BASE COURSE

PRIME COAT

TACK COAT

6 IN DRAINAGE LAYER BASE COURSE

4 IN SEPARATION LAYER SUBBASE COURSE

6 IN DRAINAGE LAYER BASE COURSE

4 IN SEPARATION LAYER SUBBASE COURSE

T

A1

CP501

TABLE 1

12" 16"

MAXIMUM

DOWEL SPACING

PAVEMENT

THICKNESS

MINIMUM

DOWEL LENGTH

MINIMUM

DOWEL DIAMETER

12"8" TO 11" 16" 1"

LESS THAN 8" "4

15"12" TO 15" 20"

18"16" TO 18" 20" "2

"4

TABLE 2

9" TO 10"

11" TO 12"

13" TO 18"

PAVEMENT THICKNESS WELDED WIRE FABRIC

6" to 8" 6x6-W2.9xW2.9

6x6-W4.0xW4.0

4x4-W2.9xW2.9

4x4-W4.0xW4.0

SHOWN IN TABLE 2.

TRANSVERSE DIRECTIONS IS EQUAL TO OR EXCEEDS THAT

AREA (SQUARE INCH PER INCH) IN THE LONGITUDINAL AND

NOTE: OTHER WWF SIZES MAY BE USED PROVIDED THE STEEL

THICKNESS FOR PAVEMENT LESS THAN 12")

T=DEPTH OF INITIAL SAWCUT (1/4 OF THE SLAB

D=DEPTH OF SEALANT (1.0 TO 1.5 TIMES W)

EXCEPT FOR 3/4" EXPANSION JOINTS.

W=WIDTH OF SEALANT RESERVOIR (1/2"MIN-5/8" MAX,

JOINT SEALANT LEGEND:

PAVEMENT.

2. TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF

OF RESERVOIR.

AND TO PREVENT SEALANT FROM BONDING TO BOTTOM

SAWCUT, TO SEPARATE NONCOMPATIBLE MATERIALS

TO PREVENT JOINT SEALANT FROM FLOWING INTO

1. SEPARATING TAPE OR BACKER MATERIAL REQUIRED

JOINT SEALANT NOTES:

T

D D

T

WW

SEE NOTE 2

SEALANT

POURED JOINT

SEE NOTE 1

TAPE

SEPARATING

SEE NOTE 2

SEALANT

POURED JOINT

SEE NOTE 1

MATERIAL

BACKER

5' MIN

T

.2

T

STRUCTURE

EDGE OF

MATERIAL

EXPANSION

3/4" PREMOLDED

A1

CP501

GROUT DOWEL

DRILL AND

END OF DOWEL

PAINT AND OIL

PAVEMENT

EXISTING

PAVEMENT

NEW

SEE TABLE 1

D-DENOTES DOWEL DIAMETER

SPLIT-TYPE DOWEL MAY BE USED

EITHER ONE PIECE OR THREADED

T

T /2

D /2

A1

CP501

SLIP FIT

EXPANSION CAP,

EXPANSION MATERIAL

3/4" PREMOLDED

DOWEL

1"2"3"

PAINT AND OIL

END OF DOWEL

T /2

D /2

T

SEE TABLE 1

D-DENOTES DOWEL DIAMETER

A1

CP501

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JOINT SEALANT DETAILS

C1 SCALE: NTS C4 SCALE: NTS

E1 SCALE: NTS E4 SCALE: NTS

NEW AND EXISTING PAVEMENT

DOWELED JOINT BETWEEN

THICKENED EDGE

EXPANSION JOINT AT STRUCTURE

DOWELED EXPANSION JOINT

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SIDEWALK SECTION (TYPICAL)

SCALE: NTS

C7 SCALE: NTS

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(TYPICAL)

HOT MIX ASPHALT SECTION

CONCRETE SECTION (TYPICAL)

PORTLAND CEMENT

CONTRACTION JOINT

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AS ADVERTISED

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NOTE: INSTALL AS RECOMMENED BY MANUFACTURER.

COMPACTED SUBGRADE

DOME

TROWEL FINISH

CONC. CAP W/

EXPANSION JOINT

SURROUND W/

SLOPE CONC.

CONC. PIER

24" DIA.

" CL.2

2 #5 BARS,

1" Ø ANCHOR ROD HOLES

" MAX.4

12"12"

VEHICLE BOLLARD

WHEEL STOPS

CONCRETE

BASE COARSE

6" AGGREGATE

#5@10" OC

EVENLY SPACED

(6) #5 BAR CONTINUOUS

WITH (1) #5 BOTTOM CONTINUOUS

8" DEEP BOND BEAM REINFORCE

SELECT FILL

BACKFILL WITH

PAVEMENT

EXPANSION JOINT

ALTERNATE HOOK

DOWELS TO MATCH VERTICALS

WITH (2) #5 BARS CONTINUOUS

16" DEEP BOND BEAM REINFORCE

GROUTED CELLS

#5@8" OC IN SOLID

WITH (1) #5 BOTTOM CONTINUOUS

8" DEEP BOND BEAM REINFORCE

(SUBMIT TO COR FOR APPROVAL)

PRECAST STONE CAP

VEHICLE BOLLARD

(GALVANIZED STEEL)

INSTALL 5 BIKE BICYCLE RACK

ANCHOR BOLT

BASE COURSE

4" AGGREGATE

4" PCC CONCRETE

8" CMU WALL

EXTERIOR FINISH

" FACE BRICK TO MATCH BUILDING 8

18"18" 24" 18"

8.0'

1" MAX

18"

1" MAX

5" MAX

4" MIN

1'

2'

10'

0.5'

.5

0.5'

.5

SEE DETAIL E5

DUMPSTER WALL

2'-0"

4'-8"

.0

1.0'

TRASH ENCLOSURE NOTES:

6. HORIZONTAL JOINT REINFORCING = ASTM A82, GALVANIZED

5. REINFORCEMENT BARS = ASTM A615, GR60 KSI

4. CONCRETE FILL (GROUT) STRENGTH = 2500 psi AT 28 DAYS

3. MASONRY STRENGTH = F'm = 1500 psi AT 28 DAYS

2. MORTAR STRENGTH = 1800 psi MINIMUM AT 28 DAYS

1. CONCRETE MASONRY UNIT (CMU) BLOCK STRENGTH (NORMAL WEIGHT) = 1900 psi

TRASH ENCLOSURE MATERIAL STRENGTHS:

INSPECTION.

FOR PROPER EMBEDMENT OF REINFORCING INTO CONCRETE FOUNDATION. INSTALL UNDER CONTINUOUS

INTO CONCRETE WITH HILTI HIT HY-70 ADHESIVE (OR APPROVED EQUAL). CONTACT CONTRACTING OFFICER

THAN ONE HORIZONTAL IN SIX VERTICAL. IF SLOPE EXCEEDS ONE IN SIX, PROVIDE NEW DOWEL EMBEDDED

10. IF FOUNDATION DOWELS DO NOT LINE UP WITH VERTICAL CMU CELLS, DO NOT SLOPE DOWEL GREATER

DIAMETER.

9. GROUT SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MINIMUM 3/4-INCH HEAD

8. GROUTING SHALL STOP 1-1/2 INCHES BELOW THE TOP OF A COURSE TO FORM A KEY AT THE JOINT.

INSIDE FACE OF THE CMU AND A MINIMUM TOTAL COVER INCLUDING MASONRY UNITS OF 2 INCHES.

VERTICAL REINFORCING LAP. VERTICAL REINFORCING SHALL HAVE A MINIMUM GROUT COVER 1/2-INCH TO THE

POSITIONERS SPACED NOT GREATER THAN 10 FEET O.C. LOCATED ONE BAR POSITIONER MINIMUM AT EACH

7. VERTICAL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF GROUT USING BAR

VERTICAL CELLS. REMOVE OVERHANGING MORTAR AND OTHER OBSTRUCTIONS AND DEBRIS FROM THE CELL.

6. ALIGN CMU VERTICAL CELLS TO BE FILLED WITH GROUT TO PROVIDE CONTINUOUS UNOBSTRUCTED

STAGGER HORIZONTAL LAPS. EXTEND HORIZONTAL BARS AROUND CORNERS 24 INCH MINIMUM.

5. PROVIDE THE MINIMUM LAP LENGTHS: #4 = 36 INCH, #5 = 45 INCH, #6 = 54 INCH. FOR REINFORCING BARS, HORIZONTAL JOINT REINFORCING AT 16 INCHES O.C. ABOVE GRADE.

4. HORIZONTAL JOINT REINFORCING SHALL BE GALVANIZED LADDER TYPE CONFORMING TO ASTM A82. PLACE

HORIZONTAL OR VERTICAL REINFORCING UNLESS NOTES OTHERWISE. GROUT ALL CELLS BELOW GRADE.

3. CONCRETE FILL (GROUT) SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/8-INCH. GROUT ONLY CELLS WITH

2. ENCLOSURE SHALL BE CENTERED (NORTH - SOUTH) ON PAVEMENT SLAB.

(APPROXIMATELY 1/3" OVER THE EXPOSED HEIGHT).

1. THE ANGULAR VARIATION OF THE WALL FROM A PLUMB LINE SHALL BE EQUAL TO OR LESS THAN 1/200

COMPACTED SUBGRADE

CONC. WALK6' RAMP

SLOPE 1" PER FOOT

GUTTER

CURB &

BASE COURSE

6" SUBBASE

COLLAPSIBLE BOLLARD NOTES:

LPHDHB AS MANUFACTURED BY TRAFFIC GUARD DIRECT.

2. DESIGN BASED ON COLLAPSIBLE BOLLARD MODEL

MANUFACTURER'S INSTRUCTIONS.

1. COLLAPSIBLE BOLLARD SHALL BE INSTALLED PER

BOLLARD BASE

PIER

CONCRETE

18" DIA.

VERTICAL 37" LONG

FOUR #4 REBAR

TWO AT TOP.

ONE AT MIDDLE, AND

LAP. ONE AT BOTTOM,

HOOP TIES WITH 12"

#3 REBAR FOUR 15"

SUPPORT (TYP)

FORM FOR CAGE

#3 REBAR THRU THE

BOLLARD

COLLAPSIBLE

4"x6"x30"

VERTICAL REBAR

HOOP REBAR TIES

BOLLARD BASE

FLAT WASHER (TYP)

HEX NUT (TYP)

REBAR

SUPPORT

PIER

CONCRETE

18" DIA.

3/4"x12" L ANCHOR BOLT (TYP.)

/8

/8

A8

CS502

RAMP BEYOND

TAPERED SIDE

CONT. 1/2" EXP.

JOINT @ RAMP

6" CURB AND GUTTER

W A

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(T

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6'

TAPER

3'

SMOOTH

ROUNDED

TRANSI

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BETW

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W

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AND

RAMP

E5

CS502

1"

4'

MIN WALL THICKNESS 0.23"

& FILLED W/ CONC.

PAINTED BROWN #10080

8"DIA. STL. PIPE,

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WHEEL STOP DETAIL

A8 SCALE: NTS

C1 SCALE: NTS

BICYCLE RACK DETAIL

E1 SCALE: NTS

TRASH ENCLOSURE PAD PLAN

E5 SCALE: NTS

TRASH ENCLOSURE WALL SECTION

A6 SCALE: NTS

C8 SCALE: NTS

COLLAPSABLE BOLLARD

E7 SCALE: NTS

RAMP WITH WALK

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VEHICLE BOLLARD