Amendment1.pdf

(x)

1240LT21R0006

x x 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

40LT

OGDEN UT 84401-2310

324 25TH ST

USDA-FS CSA INTERMOUNTAIN 8

06/29/20210001

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

06/04/2021

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.)

GAOA Steven Gulch Road Reconditioning NFSR 701 Road Rehab and Repairs

The purpose of this amendment is to extend the solicitation closing date, document the pre-proposal/site visit attendance, apply drawing/specifications and to answer question.

This amendment will extend the solicitation closing date to July 8, 2021 at 1 pm MS. The pre-proposal/site visit attendance roster, drawings/specification changes and answers to questions on the following pages of this amendment.

All other terms and conditions remain the same.

Period of Performance: 09/01/2021 to 11/30/2022

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)

AMELIA R. VELASCO

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 .

06/29/2021

1240LT21R0006

Amendment 1 Steven Gulch Road Reconditioning

Section B shall be replaced in it’s entirety as follows:

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 SCHEDULE OF ITEMS

BASE ITEMS

Base Items

Description Qty Unit of Issue

Unit Price

Total Price

151 Mobilization 1 LS $ $ 152 Construction staking. Includes staking for cattle guard and culvert installation

1 LS $ $

157 Sediment control. Required for all structure work designated as Live Stream

1 LS $ $

201 Clearing and grubbing. Locations identified in Description of Work.

0.26 MILE $ $

202 Additional Clearing and grubbing. Removal (Cutting and Bucking) of Individual Hazard Trees. Hazard trees shall be identified by the

COR

30 EA $ $

204 Excavation and Embankment. Estimated quantities for road subgrade issues encountered during reconditioning

1000 CY $ $

301 Aggregate Courses. Aggregate surface course. Four (4) inch compacted depth. FSSS Table 703‐3. Designation F (1 1/2-inch minus). Compaction Method 204.11(a).

CDOT Class 5. Table 703‐2. Classification for Aggregate Base Course. CDOT 2019 Standard Specifications Book

28,000 CY $ $

303 Road Reconditioning. Includes reconditioning ditches, shoulders and roadbed.

15.92 MILE $ $

602 (a) Culverts. Includes removal of existing culverts off government property and installation of new 18-inch corrugated metal pipe (CMP) culverts. Includes inlet tapers.

34 LF $ $

602 (b) Culverts. Includes removal of existing culverts off government property and installation of new 24-inch corrugated metal pipe (CMP) culverts. Includes inlet tapers.

558 LF $ $

602 (c) Culverts. Includes removal of existing culverts off government property and

112 LF $ $

installation of new 36-inch corrugated metal pipe (CMP) culverts. Includes inlet tapers.

607 Cleaning and Maintaining Existing Drainage.

Clean existing culverts of all vegetative and deleterious materials 20 feet minimum circumference from inlets and outlets. Repair / reconnect damaged tapers.

104 EA $ $

619(a) Cattle guard (30 foot) Includes 16 ft. bypass gate, H‐posts, and fence. Cattle guard rating

= H25/HS25

2 EA $ $

619 (b) Cattle guard (24 foot). Includes 16 ft. bypass gate, H‐posts, and fence. Cattle guard rating

= H25/HS25

3 EA $ $

619 (c) Cattle guards (16 foot). Includes 16 ft. bypass gate, H‐posts, and fence. Cattle guard rating

= H25/HS25

4 EA $ $

633 (a) Permanent traffic control. Installation of OM2 (yellow) markers. Two (2) OM2 and one

(1) steel post per culvert, installed on inlet side. Four (4) OM2 and two (2) posts per cattleguard. One (1) OM2 per cattleguard bypass gate securing post. Six (6) OM2 per closure gate.

357 EA $ $

633 (b) Permanent traffic control. Installation of FBM (red and white) markers. Four (4) per cattleguard bypass gate. Eight (8) per closure gate.

52 EA $ $

633 (c) Permanent traffic control. Installation of W1- 5R sign and post. 30in. (black and yellow

1 EA $ $

633 (d) Permanent Traffic Control. Installation of W5-1A sign and post. 24in. (black and yellow)

2 EA $ $

633 (e) Permanent Traffic Control. Installation of one post and two signs. FW11-6A sign. 24in.

and W16-1P sign 18in. x 24in. (black and yellow)

1 EA $ $

633 (f) Installation of Admin signs; FE-2 Gunnison National Forest 72in. x 48in., P-52 sign (USDA Credit Line) 52in. x 5.5in. S-12 sign (Forest Service Shield) 12in.

1 LS $ $

635 Temporary traffic control. Includes ATSSA certified traffic control plan.

90 DAILY $ $

TOTAL FOR BASE ITEMS $

OPTIONAL ITEMS

Optional Items

Description Qty Unit of Issue

Unit Price

Total Price

151 (a) Mobilization 1 LS $ $ 301 Aggregate Courses. Aggregate surface course. Four (4) inch compacted depth.

FSSS Table 703‐3. Designation H (3/4-inch minus). Compaction Method 204.11(a).

CDOT Class 6. Table 703‐2. Classification for Aggregate Base Course. CDOT 2019 Standard Specifications Book

28,000 CY $ $

602 (d) Contech (or approved equal) single radius arch multi‐plate. 6ft. X 5ft. X 40ft. Includes headwall and wingwalls on both inlet and outlet sides. Includes 20CY of Class 2 riprap buried between 20‐50 percent of rock dimensions from existing ground level on outlet side.

1 EA $ $

602 (e) Contech (or approved equal) single radius arch multi‐plate. 6ft. X 5ft. X 40ft. Includes headwall and wingwalls on both inlet and outlet sides. Includes 20CY of Class 2 riprap buried between 20‐50 percent of rock dimensions from existing ground level on outlet side.

1 EA $ $

TOTAL FOR OPTIONAL ITEMS$ $

TOTAL FOR ALL ITEMS (OPTIONAL AND BASE ITEMS)

B.2 SCHEDULE NOTES

* Designated Method of Measurement: LS = Lump Sum; LF = Linear Foot; EA = Each; CY = Cubic Yards

Please see Section I – Contract Clauses FAR 52.217-7 regarding optional items.

The pre-proposal conference phone call attendees included the following:

Skip Huston Construction United Company Screaming Eagle Johnson Construction K&D Construction Rocky Mountain MedVed Talk Grass Excavation Amelia Velasco, USDA FS Jamos Schmidt, USDA FS Chris Phelps, USDA FS Bryan Barratt, USDA FS Daris Matos, USDA FS

The site visit attendees include the following:

MedVed Crown Supply K&D Construction Johnson Construction Skip Huston Bryan Barrett, USDA FS

Questions submitted in writing are answered as follows:

Q1: Cattleguard disposal method?

A1: Off-site at contractor’s discretion

Q2: Why is temporary traffic control 90 days if contract time is longer than that?

A2: The 90 days is an estimated time for stationing flaggers on site (during construction operations that will affect traffic flow, such as culvert installation, aggregate placement, etc.).

Other temporary traffic control signs shall remain up for the duration of the project and are incidental to the contract.

Q3: Winter shut down dates?

A3: At contractor’s discretion and risk. Usually mid-November to late May or early June.

Q4: Why is base aggregate surfacing 1.5 inch minus (4 inch depth) and optional aggregate ¾ inch minus (4 inch depth)?

A4: The base aggregate is for 4 inches of compacted 1.5 inch minus base course; if the optional aggregate is awarded, this will consist of an additional 4 inch compacted of ¾ inch surfacing on top of the 1.5 inch minus (8 compacted inches depth total). The optional items may or may not be awarded, depending on the availability of funding.

Q5: Will there be subgrade work and what will this consist of?

A5: Yes, the subgrade must be reshaped to an acceptable template and must be approved by CO or COR prior to placement of aggregate surfacing. Some sections on the road have been bladed wide from the County’s grader operators; these sections must be pulled in to an acceptable width prior to surfacing.

Q6: The road template shows a 2-4% crown. Was the aggregate quantity calculated with a 2% or 4% crown?

A6: The subgrade should also be shaped to a 2-4% crown prior to placing aggregate surfacing, so the quantity should be the same, whether it was calculated at 2% or 4%.

Q7: Are there any entrenched sections of the road?

A7: No major entrenchment where the road needs to be raised/turnpiked. However, there are some sections with subgrade issues, which are evident by geo-textile material coming up through the road surface. Item #204 Excavation and Embankment is in the Schedule of Items to address these subgrade issues.

Q8: Is dust control required?

A8: Watering for dust control is not included as a separate bid item. During aggregate placement and compaction, watering may be necessary to achieve acceptable compaction, but the method of achieving optimal moisture and compaction is up to contractor.

Q9: Fire control requirements?

A9: See FAR clauses for fire control requirements. Contractor is responsible for fires they start.

Fire extinguishers are required on all equipment.

Q10: Is there a water source on-Site?

A10: If using water source on-Site, it needs to be approved by District Ranger and Forest Supervisor prior to use. For now, assume that no water source will be available on-Site.

Q11: What are density testing requirements?

A11: Forest Service will require testing after each 1000 tons of aggregate material. Weight tickets will also be collected by the Forest Service. Forest Service will also be doing on-Site Quality Assurance inspections. Forest Service is not responsible for contractor’s Quality Control.

Contractor’s work must meet compaction and density requirements stated in the FP-14 and Forest Service Supplemental Specifications (FSSS).

Q12: Is seeding required?

A12: Section 625 Turf Establishment is included in the Forest Service Supplemental Specifications (FSSS), but there is no separate bid item for seeding, so it will not be included in this project.

The following items from drawings and specification will change as follows:

Drawings sheet G2 (Est Quantities), change Base Item 302:

• Change compaction method to 204.11(a)

• Change Item # to 301

Drawings sheet G2 (Est Quantities), change optional 301:

• Change compaction method to 204.11(a)

Drawings sheet C1 (Road typ. Details):

• On turnout plan view, delete 15’ and associated arrows/leaders

FSSS Section 633 Permanent Traffic control

• Add new section: 633.02(a) Furnish vandal-resistant hardware for all permanent traffic control sign installations, per EM7100-15 “Sign and Poster Guidelines for the Forest Service”, Section 3D.7.4.