W912QR21R0002-0001.pdf

PDF 2 MB Posted Apr 8, 2021

Attached to: Conroe Rotary Wing
Solicitation number: W912QR21R0002
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Written by GovTribe AI · Dec 28, 2023

This document contains a solicitation and amendment for construction services. The U.S. Army Corps of Engineers is seeking offers for the construction of a rotary-wing helipad at Conroe Army Reserve Aviation Base in Texas. The estimated cost of construction is between $1,000,000 and $5,000,000. Offerors must be registered in the System for Award Management and comply with requirements for central contractor registration, online representations and certifications, and electronic funds transfer payment methods. The response due date was extended from April 15, 2021 to April 22, 2021 by Amendment 0001. The solicitation also requires that 10% of the work be awarded to HUBZone small businesses.

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Other files

File	Type	Posted
W912QR21R0002Specs-0002.pdf	PDF	Apr 20, 2021
Conroe Rotary Wing Sign In Sheet 25 March 21.pdf	PDF	Apr 7, 2021
W912QR21R0002Plans-0000.pdf	PDF	Mar 16, 2021
W912QR21R0002Specs-0000.pdf	PDF	Mar 16, 2021

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CIVIL/OPS/ENVIRONMENTAL BR

ATTN: ADAM WANTLAND

600 DR M L KING JR PL RM 821

LOUISVILLE KY 40202-2236

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

Solicitation W912QR21R0002 for the construction of Rotary-Wing Helipad at Conroe, TX is hereby amended as follow s:

1. The follow ing Draw ings have been replaced in their entirety:

C-501 – Site Details ES101 – Electrical New Work Plan

2. The proposal due date is hereby extended from Thursday, 15 April 2021 10:00 AM to Thursday, 22 April 2021 at 10:00 AM Eastern Time.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

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 W912QR21R0002

X 9B. DATED (SEE ITEM 11)

16-Mar-2021

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 X is extended, 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.

U0001

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

6. ISSUED BY

3.EFFECTIVE DATE

08-Apr-2021

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE 964860

FACILITY CODECODE

EMAIL:TEL:

W912QR21R0002-0001

W912QR21R0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 15-Apr-2021 10:00 AM to 22-Apr-2021 10:00 AM.

(End of Summary of Changes)

W912QR21R0002-0001

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NTS

C-501

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10'-0" MAXIMUM

MULTIPLES OF END BAY 10'-0" (MAXIMUM)

BARBED WIRE

LINE POST

BARBED WIRE

TOP RAILΔ

Δ / 2

BRACE

TRUSS

RODS

CHAIN

LINK

FABRIC

FINISH

GRADE

ANGLE OR

CORNER POST

SECURE SIDE

CONCRETE

FOOTING (TYP)

MIN

FINISH GRADE

PLUNGER ROD CATCH

GATE POST

BARBED WIRE

GATE FRAME

GATE POST

TRUSS

RODS

CHAIN

LINK

FABRIC

TRUSS

RODS

CHAIN

LINK

FABRIC

LATCH TO

ACCOMMODATE

PADLOCK

BRACE

CONCRETE

FOOTING (TYP)

DOUBLE-SWING GATE

SECURITY FENCE

12"

TENSION WIRE

WIRE

TENSION

WIRE

TENSION

TENSION WIRE

Y P

(TYP)

12"(MIN)

24'

FENCE AT DITCH CROSSING

SCALE: NTS

x x xxxx x x x x x x xxx x x x x x x xxx x x x x x x x xx x x x x x x x xx x x x x x x xx xx x x x x x x x x x x x

ELEVATION VIEW

PLAN VIEW

CHAIN LINK

FABRIC (TYP) BOTTOM

REINFORCING WIRE

CONCRETE FOOTING

BOTTOM RAIL

LINE POST

TOP RAIL

#4 SMOOTH ROUND BARS

SECURITY FENCE - CORNER PLAN

10'-0" MAXIMUM 10'-0" MULTIPLES

H E

H T A

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SCALE: NTS

STATIC GROUND DETAIL

" 3/4" x 10' GALVANIZED

STEEL GROUND ROD,

ONE PIECE OR WITH

THREADED CONNECTION

TO SHEPHERD'S HOOK

EXOTHERMIC WELD

COMPRESSED

COPPER SLEEVE

3/4" RADIUS

FORMED DEPRESSION

IN CONCRETE

ELEVATION VIEW

TOP VIEW

CONNECT TO PITS

SCALE: NTS

PLAN

SECTION A-A

ARMY MOORING POINT

7-3/4"

-7 /8

-3 /4

7/8" DIA

-1 /8

6.5"

7/16"

3-1/2" R

BOTTOM RAIL

FASTENED TO

6" O.C. SECURELY

#4 SMOOTH BAR

LINE GRADE

INCHES BELOW FLOW

A MINIMUM OF 12-

CONCRETE FOOTING

CORED HOLES

(2) 1/2" DIA

BRACE POST

3" 2

GRADE

LINE

FLOW

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BARS

ANCHOR

BARS

ANCHOR

PLAN

POINT

MOORING

SEE NOTE 4 & 5

3' LONG

#6 BARS -

SEE NOTE 4 & 5

4' LONG

#6 BARS -

A X

COVER.

PLACED 3" FROM PAVING JOINTS TO PROVIDE

ENDS OF REINFORCING BARS SHALL BE 5.

PAVEMENT SURFACE.

FROM MOORING POINT AND 3" BELOW

#6 REINFORCING BARS SHALL BE PLACED 3" 4.

MOORING DEVICE.

45 DEGREES. TWO ANCHOR BARS PER

REBAR, 15" LONG AND BENT DOWNWARD AT

ANCHOR BARS SHALL BE #3 DEFORMED 3.

FOR APPROVAL PRIOR TO CONSTRUCTION.

CONTRACTING OFFICER'S REPRESENTATIVE

THE INSTALLATION AND SUBMIT TO THE

AND GROUNDING POINT FINAL LAYOUT WITH

CONTRACTOR SHALL COORDINATE MOORING 2.

IRON 80-55-06 OR EQUAL.

MOORING DEVICE TO BE CAST IN DUCTILE 1.

NOTES:

REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION.

INSTALLATION AND SUBMIT TO THE CONTRACTING OFFICER'S

MOORING AND GROUNDING POINT FINAL LAYOUT WITH THE

AIRCRAFT PARKING POSITION. CONTRACTOR SHALL COORDINATE

APPROXIMATELY 6 GROUNDING POINTS WILL BE REQUIRED PER 1.

NOTE:

M E

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US ARMY CORPS

OF ENGINEERS ®

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SHEET

REFERENCE

NUMBER:

SHEET OF

6 7 8 9

***SAFETY PAYS***

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***SUPPORT VALUE ENGINEERING - IT PAYS***

FILE:

DATE:

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B-1 B-2

CO-1

CO-2

CO-3

CO-4

CO-5

CO-6

CO-7

CO-8

CO-9

CO-10

CO-13

CO-14

CO-15

CO-16

CO-17

CO-18

EL. 238.29

E 3844906.42 N 10123169.27

CP7

(PROPERTY CORNER)

ALUMINUM CAP

EL. 235.09

E 3843672.69 N 10123133.99

CP8

W W

(PROPERTY CORNER)

ALUMINUM CAP

EL. 236.39

E 3844082.49 N 10123125.95

CP6

Y H

W V

237.10 E 3844094.76 N 10123133.07

CP5

(PROPERTY CORNER)

ALUMINUM CAP

EL. 238.46

E 3844979.93 N 10124252.37

CP4

Y H

W V

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W V

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W V

Y H

W V

Y H

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50.3

W M

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EL. 249.29

E 3844115.94 N 10124258.46

CP1

(PROPERTY CORNER)

ALUMINUM CAP

EL. 249.88

E 3843710.50 N 10124277.54

CP3

EL. 250.73

E 3843522.34 N 10124326.09

CP2

KEYPLAN N

A4 ES101

PROPERTY LINE

60' 120'0

01 02

KEYED NOTES:

ES401

ELECTRICAL NEW WORK PLAN

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SCALE: 1"=60'

M B

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CONTINUATION OF CABLING

SEE SHEET ES701 FOR

ES501

EXISTING RACK

NEW LOCATION OF

ES502

ASSUME 4#250KCMIL, #4 GND.

CONTRACTOR TO VERIFY EXISTING WIRE.

LOCATION.

REFERENCE SHEET CP101 FOR MANHOLE

CONTACTOR ON RACK.

1-#10GND FROM HANDHOLE TO LIGHTING

LIGHTING CONTROL. PROVIDE 4-#10AWG,

WIRE IN EXISTING HANDHOLE FOR APRON

CONTRACTOR SHALL SPLICE CONTROL

PANEL EHPAT-2H IN EXISTING HANDHOLE.

CONTRACTOR SHALL SPLICE FEEDER FOR

EXISTING CIRCUIT IN NEW MANHOLE

HPAT-2H TO EXISTING PANEL DP2. SPLICE

CONTRACTOR SHALL RECONNECT PANEL

LOADS.

MANHOLE. REFER TO SHEET ES601 FOR

AIRCRAFT-RATED LID, AND BE SPLICED AT

LOAD TO NEW 4'X4' MANHOLE WITH

AND CONDUIT SHALL RUN FROM EXISTING

SHEETS ES701 AND ES702. CONDUCTORS

REQUIRED, TO EXISTING LOADS PER

CONDUITS, AND NEW CONDUIT AS

PROVIDE NEW CABLING IN EXISTING

A M

E N

D M

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2Q R

-0

STANDARD FORM 30

SUMMARY OF CHANGES

C-501

ES101

File details come from the government source that posted it. Updated Apr 8, 2021.