Sol_140L1724Q0012_Amd_0001.pdf

(x)

140L1724Q0012 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

LRA

Lakewood CO 80225 Building 40 Denver Federal Center

COLORADO STATE OFF

04/18/20240001

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

04/18/2024

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.)

18 Road Recreation Area Improvements 2024 - Amend 1

The purpose of this amendment is to record the pre-bid site tour which was held as advertised, answer questions and provide more info on the cabana. See the attached pages to the solicitation amendment for all added information. Be sure to acknowledge this and any other amendments on the SF1442.

Last Day for any more questions is: 31 May 2024.

Contracting Officer: Robert Hall - rhall@blm.gov - 762-329-0002

Continued ...

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)

Robert Hall

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 .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 14

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140L1724Q0012/0001

COR Blaine Vecchia 970-549-6536, bvecchia@blm.gov

PI Derek Vecchia, 970-610-1483, dvecchia@blm.gov

Period of Performance: 07/15/2024 to 12/31/2024

Reminder: All invoices must be submitted directly to www.ipp.gov and include an itemized matching attachment invoice, certified payrolls, certification of progress for fixed-price construction and for the final invoice a release of claims.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

United States Department of the Interior Bureau of Land Management

18 Road Recreation Area Improvements

Pre-Bid Questions and Answers https://sam.gov/ Notice ID: 140L1724Q0012

Q:1 For the gazebo, the manufacturer requests the following specifications that are not listed in the project specifications; Wind Load? Live Load? Roof Pitch? 2x6 T&G Sub-Roof Needed? Frame Finish?

A: The wind and live load is required for the foundation design, which is included in the project drawings.

The roof pitch is standard on the “Mesa” model gazebo, 4:12.

Tongue and groove sub roof is not required.

Frame finish shall be as specified in section 05 20 20, paragraph 2.1: “factory powder coated”.

Q2: For the corrugated metal pipe, will there need to be "scoops" or mitered end sections?

A: No.

Q3: Does Line Item 7 "Aggregate Base Course" include the fill needed for the fire rings and if not is No. 57 stone authorized for the aggregate fill in the fire rings?

A: Yes, line item 7 "Aggregate Base Course" includes the aggregate needed for the fire rings.

Q4: Does Line Item 7 "Aggregate Base Course" include the bedding material needed for the corrugated metal pipe and if not is No. 57 stone authorized for the bedding material for the corrugated metal pipe?

A: Yes, line item 7 "Aggregate Base Course" includes the bedding material needed for the corrugated metal pipe.

No. Number 57 stone will not be allowed as a bedding material for the corrugated metal pipe.

See section 33 40 00, paragraph 2.3 for the bedding material requirements.

Q5: The specifications list the grading and compaction that is required before the installation of the parking stops, fire rings, picnic tables, and the gazebo. Will this be accomplished with the existing aggregate?

A: I do not understand the question. See section 31 00 00, part 3 for compaction requirements.

https://sam.gov/

Q6:

A:

After reading the specifications, is it accurate to say that Line Item 3 "Demolition" is more of a relocation of the existing cable fence? I did not see anything else that needed to be demolished and removed. In regards to the wire fence, are we able to use the existing hardware to re-attach to the relocated post?

Yes, demolition is for the removal of the existing wire fence. The proposed termination of the wire fence shall match the existing fence termination. Yes, existing hardware and materials can be re-used.

Questions from Pre-Bid for 140L1724Q0012-18 Road Rec. Area Improvements

Q7. Can we work weekends and what are the work hours?

A. Work hours are Monday – Friday, 7:00-4:30 or as apporved in writing by the Contracting Officer

Q8. Is camping allowed onsite while under construction?

A. Camping is allowed within the construction work area but shall remain within the proposed footprint for construction.

Q9. Is water available on-site for construction?

A. Water is not supplied or available on-site. The contractor shall be responsible for supplying and hauling water used for construction.

Q10. Additional Cabana Information.

A4.1 Cabana Column Height shall be 7’6” to the bottom of the fascia trim A4.2 Per Mesa County, Colorado local requirements: Snow load for Cabana shall not be less that 30#/SF, wind load 115MPH (3 Second Gust), Footings shall be as shown on the drawings.

Q11. Where will excess material be disposed of onsite?

A. See Drawings #5, “Earthwork Summary” for locations of disposal areas.

Q12: Can we offer a Gazebo other than the specified manufacturer as long as it meets or exceeds the criteria in the specifications?

A: Yes, however “or equal” substitutions will have to be submitted and approved by the Contracting Officer.

Otherwise provide the product specified.

Q13: Can the fire rings be made by another manufacturer to meet the specifications?

A: Yes, however “or equal” substitutions will have to be submitted and approved by the Contracting Officer.

Otherwise provide the product specified.

Referring to section 33 40 00 page 38 it says "quantity of 4 each culvert length. 40 feet in length and 2 each 50 feet in length". Do these need to be 40 and 50 feet as one piece or is it meant to be a 40 and 50 foot run of culvert length?

Section 33 40 00, paragraph 2.2.1 “culvert length” refers to the total culvert length. Joints are allowed in accordance with paragraph 2.2 and 3.3.

4.) Another CMP question. Specs say 14 ga. Common and readily available is 16 ga.

Is it definitely 14 ga?

No. Section 33 40 00, paragraph 2.1 requires 14 gage.

Q14: Referring to section 33 40 00 page 38 it says "quantity of 4 each culvert length. 40 feet in length and 2 each 50 feet in length". Do these need to be 40 and 50 feet as one piece or is it meant to be a 40 and 50 foot run of culvert length?

A: Section 33 40 00, paragraph 2.2.1 “culvert length” refers to the total culvert length. Joints are allowed in accordance with paragraph 2.2 and 3.3.

Q15: Another CMP question. Specs say 14 ga. Common and readily available is 16 ga.

Is it definitely 14 ga?

Section 33 40 00, paragraph 2.1 requires 14 gauge.

11875 E. Berry Dr. - Dewey, AZ 86327

Phone: (928) 775-3307 Fax: (928) 772-0858 info@classicrecreation.com www.classicrecreation.com

MESA MODEL

14’ X 14’

SPECIFICATIONS

Dimensions:

Roof Dimensions 14’-0”x 14’-0”

Column Dimensions(center to center) 10’-8 ½”x 10’-8 ½”

Minimum Clearance 7’-6”

Roof Height @ Peak ±10’1 ½”

Hip Roof 4:12 pitch

Square Feet Under Roof 196

Date of drawing September 9, 2019

Columns shall be 6”x 6” steel tube, minimum .120” wall thickness.

All beams shall be structural steel tube sized according to engineering.

All bolts shall be A-325 or A307 and hidden at all connections.

Roofing shall be 24 gauge HR-36 steel pre-cut and pre-finished with ribs running with the slope of the roof.

Fascia trim minimum size shall be 3½”x 3½” square, 24 gauge.

Open or welded “C” channel, “I” beams, “S” or “Z” purlins or angle iron shall not be allowed.

mailto:info@classicrecreation.com http://www.classicrecreation.com/

NTS

CRS, INC.

NOT FOR CONSTRUCTION

PLAN VIEW 14'X14' MESA MODEL

24 GA

FASCIA TRIM

24 GA HR-36

STEEL ROOF

COMPRESSION

RING

PERIMETER

BEAM

MAIN BEAM

6"X6" COLUMN

EXTENSION

BEAM

14' SQUARE

NOT FOR CONSTRUCTION

ELEVATION 14'X14' MESA MODEL

14' SQUARE

6"X6" COLUMN

FASCIA TRIM

24 GA HR-36

STEEL ROOF

1 2

LAYOUT PLAN 14'X14' MESA MODEL

CTR OF FTG,

& COLUMN

NOT FOR CONSTRUCTION

1'-7

" 10'-8

" 1'-7

14' SQUARE

T

Y

P

CTR OF ELEC CONDUIT

IF REQ'D

ROOF LINE

NOTE: FOR ILLUSTRATION ONLY!

FOOTING SIZE MAY CHANGE w/

STRUCTRAL ENGINEERING

ADJUST FTG DEPTH FOR

LOCAL FROST CONDITIONS

NON-EXPANSIVE,

UNDISTURBED OR 95%

COMPACTED SUBGRADE

1-BOLT SURFACE MOUNT SPREAD FOOTING

14'X14' MESA MODEL

N

O

F

R

C

N

S

T

R

U

C

T

I

O

N

N

N

S

T

R

U

C

T

I

O

N

FINISH GRADE

SLAB

ELEC CONDUIT IF REQ'D

6"X6" COLUMN

A-BOLT HOLE

BASE PLATE

STUB ELEC CONDUIT

PER LOCAL CODE

SEE COL DTL PLAN

FOR LOCATION IF REQ'D

2500 PSI CONCRETE

BY CONTRACTOR

(1)-

"X12" A-36 ALL

THREAD A-BOLT

w/ (2) HEX NUTS

BY CONTRACTOR

(3) #4 REBAR

EACH WAY TOP & BTM

HEX NUT BY CONTRACTOR

HANDHOLE W/ COVER

6"X6" COLUMN

OPTIONAL ABC

EXPANSION

MAT'L

T

Y P

3" TYP

2'-4" SQ

WASHER & BASE PLATE

7 8

ADJUST FTG DEPTH FOR

LOCAL FROST CONDITIONS

NON-EXPANSIVE,

UNDISTURBED OR 95%

COMPACTED SUBGRADE

NOTE: FOR ILLUSTRATION ONLY!

FOOTING SIZE MAY CHANGE w/

STRUCTRAL ENGINEERING

1-BOLT SURFACE MOUNT CAISSON FOOTING

14'X14' MESA MODEL

N

N

S

T

R

U

C

T

I

O

N

N

N

S

T

R

U

C

T

I

O

N

FINISH GRADE

SLAB

A-BOLT HOLE

6"X6" COLUMN

ELEC CONDUIT IF REQ'D

BASE PLATE

6"X6" COLUMN

HANDHOLE W/ COVER

HEX NUT BY CONTRACTOR

EXPANSION MAT'L

(4) #4 VERTICAL REBAR

STUB ELEC CONDUIT

PER LOCAL CODE

SEE COL DTL PLAN

FOR LOCATION IF REQ'D

#3 HORZ REBAR TIES

6" OC (3) IN TOP 5"

2500 PSI CONCRETE

BY CONTRACTOR

1 2

T

Y P

3" TYP

1'-6" DIA

(1)-

"X12" A-36 ALL

THREAD A-BOLT

w/ (2) HEX NUTS

BY CONTRACTOR

WASHER & BASE PLATE

7 8

STANDARD SPECIFICATIONS

w/ TRUZINC RICH PRIMER & SUPER DURABLE POWDER COAT PAINT

GENERAL:

1. All structures shall be designed and fabricated to the IBC (Latest Edition) or current local building code with standard load designs of the greater value of 40# per S.F. minimum live load and 115 mph sustained wind load or site specific conditions and the applicable zone for seismic loads.

2. All members shall be designed according to the “American Institute of Steel Construction (AISC) specifications and the American Iron and Steel Institute (AISI) specifications for cold-formed members.

3. All fabrication welds shall be in strict accordance with the structural welding code of the American Welding Society (AWS) specifications. All structural welds shall be in compliance with the requirements of “Pre-qualified” welded joints. All welding shall conform to ASTM A-233 series E-70XX electrodes - low hydrogen.

Field welding shall not be required.

4. When required, after award of bid, the shade structure manufacturer shall submit structural calculations, sealed by a registered engineer in the state in which the structure is to be erected for review and approval by the approving agency.

5. Manufacturer qualifications: All manufacturers shall have a minimum of (20) twenty years experience in the fabrication of tubular steel shade structures. Shade structure and kiosk fabrication shall be the manufacturer’s primary business. Manufacturer shall have fabricated similar structures to that which is specified. All non-specified manufacturers shall submit complete shop drawings indicating type, size & gauge of material used, with detailed connections to the specifying agency or design firm at least 10 days prior to bid opening for review and written pre-approval. All bids submitted without prior approval will be rejected.

FOOTINGS & COLUMNS:

1. Footings shall be structurally engineered by the structure manufacturer to meet local codes and site conditions. (Sample footing drawings shall be made available to the contractor or owner from the manufacturer). When required for structure installation, anchor bolts shall be supplied by the owner / contractor. Columns shall be ASTM 500 grade B. Concrete footing rebar (if required) shall be ASTM A-615 grade 40 #4 bars & smaller, grade 60 #5 bars & larger. Concrete shall be 5 sack mix “Portland” cement.

Maximum slump shall not exceed 4”. Concrete compressive strength shall be a minimum of 2500 psi @ 28 days.

FRAME MEMBERS AND COMPRESSION RING:

1. 90% American (domestic) made steel shall be used in the construction of this shelter.

Mill certification shall be made available upon request. All frame members shall be one piece structural steel tube with a minimum .120 (1/8”) wall thickness, sized according to engineering. All frame members shall be bolted together with bolts totally concealed. All tubing for frame members shall be ASTM 500 grade B. Beam end plates shall be ASTM A36 fy=36,000 psi UNO. Bolts shall be A 307’s, or 325’s unless noted otherwise.

“I” beams, Angle iron, “C”, “Z” or “S” purlins or beams, open or closed, shall not be allowed.

ROOFING:

1. All roofing shall be 24 gauge Zincalume / Galvalume coated steel panels, ICBO #ER-

2757. “HR-36” panels shall be 36” wide with 1½” high ribs @ 7.2”. All roofing shall be pre-finished with PVF2 (Polyvinylidene Fluoride) Kynar 500 on the top side. All roof panels shall be pre-cut with ribs running with the slope of the roof. Roof fascia trim shall be 3 ½” square fascia trim 24 gauge Zincalume / Galvalume coated pre-finished matching the roof color.Screws & rivets shall match roof color. No exceptions taken for roof type or trim.

POWDERCOAT:

1. All frame members shall be media blasted to a white finish removing all rust, scale, oil and grease. Powder coating for all frame members shall be provisionally warranted for

(5) five years with TRUZINC 7520-70138 primer with a Dry Film Thickness of

(2.0 - 6.0 mils) & hardness of 2H-3H with a Salt Spray Resistance of 6000 hours and Super Durable Gloss Polyester 9000 series finish paint (2.5-3.5 mils) with a hardness of H-H2 & has 1000 hour salt spray resistance. Total of primer & finish paint shall be 4.5-

9.5 mils of paint. Finish shall be a smooth uniform surface with no pits, runs or sags.

For additional information, please visit http://www.tcipowder.com/ for a complete list of specifications.

ERECTION:

1. Manufacturer shall supply complete layout and detail plans with installation instructions for the structure. The structure shall be erected in a work-man-like manner with framing, roofing and trim installed according to the manufacturer’s installation instructions. Care shall be taken to avoid damaging the structure during installation. Touch up powder coat paint with paint provided to prevent rusting. Components of the structure shall be covered and kept dry prior to erection.

WARRANTEE:

1. Manufacturer shall warranty the structure to be free from defects in material and work-man-ship for a period of (10) ten years from date of acceptance by owner. Warranty does not include damage from theft, fire, vandalism or acts of God. Manufacturer shall repair or replace structure components of like kind at his option, to match existing material and workmanship. Steel roof finish shall be warranted for (30) thirty years under a separate roof manufacturer’s warranty. Powder coat paint shall be warranted for (10) ten years after acceptance from owner against peeling, flaking and rusting. Warranty does not cover damage caused from shipping, erection of structure, lack of touchup and maintenance, overspray from lawn sprinklers or vandalism. Bolt threads are not powder coated and therefore are not covered under the powder coat warranty.

NOTE: Engineering specifications take precedence over drawings if differences occur.

http://www.tcipowder.com/