S01 Amendment 1 12FPC323Q0108.pdf

(x)

12FPC323Q0108

x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

FPAC-HQ-12FPC3

FPAC-HQ-12FPC3@usda.gov Western Section USDA FPAC Business Center

09/06/20230001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

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

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

09/06/2023

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

Master Station Demolition in Dugway, Utah.

The purpose of this amendment is to transmit Q&A notes.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

LAUREEN M. EIPP

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

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

Demoli�on and Removal of the Dugway master radio sta�on towers and bases for the Na�onal Climate & Water Center (NWCC)

12FPC323Q0108 - Ques�ons and Answers

1. Do we have to provide a property survey, is this a requirement of this SOW?

There is no need for a property survey.

2. Is Electric Power and Light a requirement for this project?

No requirement; Look to the regulations cited in Section 5.2 of the Statement of Work .

3. If power is needed, we will u�lize a building power?

You can use building power.

4 - Is Telephone service a requirement for this project?

Not required per the Statement of Work.

5 - Are JOB trailers required?

Not required per the Statement of Work.

6 - Will we be required to provide on-site hand-held radios?

Not required per the Statement of Work.

7- Is Bonding a requirement for this project?

No

8- Will the proposal date be pushed for RFI responses?

No

9- Is a CDL required for Contractor to have when ren�ng equipment?

Need to comply with state and local guidance.

10- Does all concrete need to be taken out or is digging down 2-3� suffice with proper backfill?

All concrete must be removed. No concrete is to be left behind or buried on site.

11- Is contractor to have someone come out with a bushog for grass and weeds or with that be on the

NWCC?

The contractor is responsible for site safety, and fire mitigation.

12- Will a storage trailer be permited to be le� on site with materials and tools or will it need to be packed up and removed daily?

a. If permited to be le� on site, may it be le� for the dura�on of work?

That will need to be coordinated by the successful contractor with the Dugway Proving Grounds contact information will be made available to successful contractor.

13 - Whats the project magnitude?

The magnitude is only required to be disclosed on a construction. This is being solicited as service contract.

See Attached Additional Site Drawings Below:

O ldcastle P recast C om m unications

P lant Location: C handler, A rizona

P hone: (480) 732-1532 Fax: (480) 732-1627

Internet S ite: w w w

.oldcastlecom m

.com

Location A nd Foundation R equirem ents:

Index:

The B uilding location shall com ply w ith all applicable local codes and ordinances.

The B uilding is to be located a m inim um of one-third the height (40 feet m axim um aw ay from dow nslopes greater than 3:1, and one-half the height (15 feet m axim um ) aw ay from upslopes greater than 3:1.

D o not locate the B uilding over subsurface utilities, tanks, or sim ilar objects.

The building floor slab is to bear on undisturbed nonexpansive earth or com pacted fill, free of organic m aterial, w ith an allow able soil bearing pressure of 1,000 psf m inim um . The building is to be placed on w ell draining soil w ith drains as required (by others) so it is not affected by frost heave (w here occurs). A G eotechincal E ngineer should evaluate the effect of a high w ater table or any other unusual soil conditions.

S oil surface under the Building floor slab to be flat and level. The soil around the

B uilding shall be sloped aw ay 1/8 inch per foot m inim um for 5 feet m inim um

In Seism ic C ategory C , the building shall be placed on cast-in-place perim eter footing or slab (by others) and anchored as show n in draw ings.

M odel: 1227 - 68,000 lbs.

B uilding W eight:

08-4175-1: G eneral N otes 08-4175-2: Floor P lan 08-4175-3: E xterior Elevations 08-4175-4: R eflected C eiling Plan

08-4175-5: Interior Elevation 'A' 08-4175-6: Interior Elevation 'B' 08-4175-7: Interior Elevation 'C

08-4175-8: Interior Elevation 'D

08-4175-9: C able Tray Layout 08-4175-E

1: Electrical

Interior Finish S pecifications:

E lastom eric C oating (Solar C oat)

P aint C olor: Pallet Tan (System 4000 Sherw in W illiam s)

Floor Finish: B are C oncrete

W alls and C eiling Finish:

R oof Finish:

D oor Finish:

P aint C olor: D esert Tan

P rim er: P rim er 1000 C ham fer S trip Finish

E xterior Finish S pecifications:

B uilding Finish:

Fram ing M aterial:

2 x 3 W ood Studs Insulation M aterial:

1-1/2" R igid Insulation Finish M aterial:

FR

P (1-1/2" Fiberboard Substrate)

Insulation:

W alls (1-1/2") = R 11 and C eiling (1-1/2") = R

P recast C oncrete B uilding (M odel:1227) U

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A

03/19/08

JE

08-4175 - 1 3/8" = 1'-0"

A

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07/09/08

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03/19/08

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08-4175 - 2 3/8" = 1'-0"

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03/19/08

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08-4175 - 3 1/4" = 1'-0"

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3'-0" x 7'-0" S teel D oor

(18 G auge)

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C ooling C apacity 3 Ton

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C ooling C apacity 3 Ton

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07/30/08

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03/19/08

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08-4175 - 5 3/8" = 1'-0"

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03/19/08

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08-4175 - 6 3/8" = 1'-0"

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03/19/08

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08-4175 - 7 3/8" = 1'-0"

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(18 G auge)

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B A dded P ow er C onditioner, G round S leeves, Sub-Panel oncrete B uilding (M odel:1227) U

SD

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03/19/08

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08-4175 - 8 3/8" = 1'-0"

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Foundation to be designed and installed by others to conform to all applicable building codes and existing field conditions. Top surface of foundation to be level w ithin 1/4" tolerance.

N O

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Foundation D etail Plan View

A nchoring D etail

D im ensions "A"

"B" B ldg. M odel

6'-8"

10'-6" 14'-6"

11'-6"

20'-6" 11'-6"

11'-6" 26'-6"

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411 E. Frye R d.

C handler, AZ 85244

P hone: (480) 963-2678

Fax: (480) 899-1937 D ivision

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P recast C oncrete Building Foundation D etails

4/25/2007 R

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110' 47' 47' 47'

104'

225° rotation Tower # 8

270° rotation Tower # 5

315° rotation Tower # 7

90° rotation Tower # 6

360° rotation 180° rotation 135° rotation 45° rotation

TX

Gravel Pad and access road 6” layer of 3/4” minus road base material with geotextile ground cloth

D ug w ay

P ro vi ng

G ro un d

M et or B ur st

M as te r S ta tio n Pl an V ie w

060' 60'

Scale 1" = 60 feet

N 40° 09' 56.9" W113° 01' 15.1"

NAD 83 Coordinates N 40° 10' 00.1" W 113° 01' 15.1"

Tower # 1 Tower # 2 Tower # 3 Tower # 4 N 40° 10' 00.1" W 113° 01' 11.9"

R ed

R ou te R oa d

C oa x ca bl e

C oa x ca bl e

30'

10'

52' Master building 26'-6" x 11'-6" precast concrete

Ground Plane around building and towers

Ground plane

45'

Power supply

47'

47'

50'

20'

47'

500 gal Propane tank w/ blocks

Trench with three cables- Coax, A/C voltage line, DC voltage line. Take outs at each tower.

Cables are conduit encased.

Generator with 4'x10'x8" pad placed 10' north and west of shelter

D

PG

.2

8.

Propane tank placed on supports provided by propane company

1-1 2 burried conduit for propane line to generrator

See generator pad detail for conduit placement conduit for power cable

52"

120"

70-1/2"

82-1/2"

10"26"

1-1/2" conduit for power takeout to shelter

1-1/2" conduit for fuel line from propane tank

8"

8" compacted gravel

Generator centered on pad secured with six 1/2" concrete anchor bolts

#5 bar @12"cc. both directions

4"

2"

A

A

Section AA

Plan view

De si gn ed

D r a w n

C h e c k e d

Ap pr ov ed

U S D A

N A T U R A L

R E S O U R C E S

C O N S E R V A T I O N

S E R V I C E

D a t e

S H E

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C A D

F I L E

N A M E

D R A W I N G

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M as te r S ta tio n G en er at or

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8"

6"

18"

4"

24"

6"

6" Min. compacted crushed Aggregate 1" minus

#5 bar @12" cc both faces

#5 stirups @ 12" 20" lap splice

#5 bar @ 12"cc each way

8 mil polyethylene

3-#8 bars @4.5" C.C.

lap splice 42"2" clearance between all bars and concrete face

26'-6"

11'-6" 6" Min. compacted crushed Aggregate 1" minus Build up area under stoop with gravel

Slab 6'x 4'x 6"

Preformed expansion joint material with joint sealer

The finished concrete profile shall comply with the following flatness and levelness vales.

Specified Minimum overall local

Flatness (F f) 30 15 Levelness (F l) 20 10

Foundation see Section AA

Top of foundation

Grade level

D oo r

Precast Shelter

Section AA

Stoop Detail

A A

Locate stoop at of door location

CL

Plan view

1. Materials

1.1 Concrete be installed in accordance with the ACI-318 Building Code Requirements for Reinforced Concrete. Concrete shall be minimum of 4000 psi strength made using a 6 bag mix with 20% fly Ash, type V cement and no greater than 3% air entrainment.

1.2 All reinforcing bars shall be epoxy coated and conform to ASTM-A775 and D3963.

The rebar shall be detailed in accordance with ASTM D3963 and ACI-318

1.3 All reinforcing bars shall be continuous around corners

3/4" x 45° chamfer (typical)

De si gn ed

D r a w n

C h e c k e d

Ap pr ov ed

U S D A

N A T U R A L

R E S O U R C E S

C O N S E R V A T I O N

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