Amendment2.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 5

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

2 05/28/2019

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

IDAWY Acquisition Service Center 1405 Hollipark Drive Idaho Falls, Idaho 83401

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

Prospective Quoters

1202NV19R0009

9B. DATED (SEE ITEM 11)

05/06/2019

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, is not extended.

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 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.

(X) 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

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

The purpose of this amendment is to document the site visit, answer questions, and replace Section B.

See page 2 of this amendment for site visit attendance roster. See page 3 of this amendment for questions and answers. See page 4 of this amendment for the revised Seciton B - Schedule of Items.

All other terms and conditions remain the same.

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

AMELIA RIOS VELASCO, Contracting Officer

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

05/28/2019 (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

1202NV19R0009 Yellowstone Bridge Replacement Project Amendment 2 Ashley National Forest

The following questions and answers were provided at the site visit:

Q: What needs to be done with the bridge’s steel support beams?

A: Contractor is to dispose of bridge deck, railing and support beams; however, the masonry bridge abutments are to stay in place. The ATV bridge and cattle guard are to stay in place. The road cattle guard grating is to be removed and set aside for the Forest Service to retreive. The road cattle guard bases shall be removed and disposed of off forest. Please see drawings.

Q:How much fence will need to be replaced?

A: No fence will be replaced, just removed. The fence to be removed is approximately 75 feed and will be identified by the Contracting Officer Representative (COR). Once fence is removed, contractor is to prevent cow crossing until September 25, 2019. There is also a green gate between the ATV cattle guard and the road cattle guard. This gate shall be carefully removed and returned to the Forest Service.

Q: How old is the bridge?

A: The bridge was constructed in 1958.

Q: What type of utilities would we need to be aware of?

A: Known utilities at the site are telephone, water, and the USGS gaging station. The contractor should call Blue Stakes (811) www.bluestakes.org before doing any excavation at the site. Blue Stakes will have a utility locate done in the construction area. Known utilities run under ATV bridge. USGS gauging equipment is attached to bridge. USGS will remove all of their equipment from the site and bridge after the Spring runoff. USGS will place the USGS gauging station on the new bridge after construction. The 2” capped pipe on the opposite side of the bridge from their 4 x 4 building is also part of their gauging station. They will also be removing the capped pipe. This was the pipe near the large Cottonwood tree which is going to be removed during the bridge construction contract.

Q: Is funding currently available for this project?

A: Yes

Q: How long will it take for this project to be awarded?

A: Depends on number of response received. The Government plans on having the contract awarded by July 1, 2019.

Q: Will there be a winter shut down?

A: No, as of now we are anticipating work to be completed by November 30, 2019. Weather contraints are unknown and may be taken into consideration.

Q: Is there a local source for Type 4 riprap?

A: There is a Government source for riprap within 10 miles of the bridge site. The source is some talus slopes in Hells Canyon which come down to the Hells Canyon Road FSR #227. The contractor will be allowed to gather riprap material from the talus slopes. Available slopes shall be identified by the COR. Removal of the riprap material from these slopes shall be done under the following stipulations:

• During removal and hauling activities affected roads and rirprap gathering areas shall be signed with appropriated MUTCD construction signage.

• Removal and hauling activities can only occur on Monday, Tuesday, Wednesday and Thursday.

• Approved riprap staging areas are the parking area next to the Yellowstone Bridge and the Yellowstone ATV Trailhead parking area in Hells

Canyon (2.6 miles from the bridge site). Any other staging areas must be approved in writing by the COR.

• No new roads can be constructed to access material on the talus slopes. Equipment can be used on the talus slopes to gather riprap and load haul vehicles, but haul vehicles must stay on FSR #227 Hells Canyon Road.

Q: What is the quantity of Type 4 riprap required for the project?

A: The quantity has been changed from 488 CY to 240 CY. The existing masonry walls and wingwalls shall be riprapped as shown in the plans. The remaining riprap will be spread in a 2‘ thickness instead of 2 times D50.

Q: Is bridge expected to be installed in one large piece or multiple pieces?

A: Bridge shall be installed as directed by the manufacturer; therefore, decision is up to the contractor and manufacturer.

Q: Will partial payments for line items be approved?

A: Other than the exception of mobliization, no partial payments will be approved.

Q: On Page G-046 in the design section the deflection specification states, “not to exceed L/800”. Please confirm the “not to exceed L/800” deflection requirement. If this is the requirement, is there a reason for the deviation from the typical HL-93 deflection specification of L/800 minimum?

A: The allowable maximum deflection for the design of the bridge is L/800. The proposed bridge is 80 feet long. Using the formula, the maximum allowable deflection for the bridge is 80/800 = .1 feet = 1.2 inches.

Q: Some access routes to the project have posted bridges. How should contractors access the site with their heavy equipment?

A: The Duchesne County Road Manager recommends hauling heavy loads over the new concrete bridge crossing the Lake Fork River. This bridge is accessed through the Altonah Community. He also recommended not to use the Upper Lake Fork River Bridge which is the access from Mountain Home to Yellowstone. This bridge is posted with 10 tons load limits. The COR and contractor will work together to determine a safe route to the project for heavy loads. This route may add about 10 miles more than over shorter routes to the project site.

Q: What is the status of the 404 permit?

A: The Governement has applied for the 404 permit and will have the permit for the contractor before construction begins.

http://www.bluestakes.org/

The following Section will be replaced in it’s entirety as follows:

PART--THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES

YELLOWSTONE BRIDGE REPLACEMENT PROJECT

Duchesne Ranger District

Ashley National Forest Duchesne County, Duchesne, Utah

This solicitation and any resulting contract is a firm-fixed price type of contract, which under the definition in FAR 16.202-1, “this type of contract provides for a price that is not subject to any adjustment on the basis of the contractor’s cost experience in performing the contract. This contract type places upon the contractor maximum risk and full responsibility for all costs and resulting profit or loss.”

B- 1 - Schedule of Items

Pay Item

Item Description MM* Estimated Quantity

Pay Unit

Unit Price

Amount

15101 Mobilization LSQ 1 LS $________ $________

15221 Construction Survey and Staking LSQ 1 LS $________ $________

15713 Soil erosion and pollution control LSQ 1 LS $________ $________

20102 Clearing and Grubbing LSQ 1 LS $________ $________

20305 Removal and Disposal of

Existing Structure

LSQ 1 LS $________ $________

20401 Roadway Excavation and

Embankment (Commerical Source)

CQ 655 CY $________ $________

20806 Structure Excavation LSQ 1 LS $________ $_________

20808 Structural Backfill and

Compaction Testing

LSQ 1 LS $________ $_________

25101 Type 4 Placed Riprap CQ 240 CY $________ $________

32203 Aggregate base course, Grading

(F), Compaction Method (D), (Commercial Source)

AQ 174 CY $________ $________

40401 Minor Hot Asphalt Concrete

(Commercial Source)

CQ 91 TON $________ $________

55201 Structural Concrete, Class (AE) CQ 10 CY $________ $________

55202 Flowable Concrete for Bridge

Deck

CQ 13 CY $________ $________

55601 Bridge Railing, Type II, Class B

(Included with Pre-fab Bridge)

CQ 0 FT $________ $________

55602 Bridge Approach Railing, Type

II, Class A

CQ 150 FT $________ $________

55603 Terminal Section, BTC End CQ 4 EA $________ $________

57102 Prefabricated Bridge

Superstructure, Design, Fabricate, Transport, and Install (includes Railing)

61901 8’ x 24’ Cattle Guard LSQ 1 LS $________ $________

62503 Seeding with Mulch, Method (a) dry method (Government Supplied Seed)

63306 Object Markers (Type 3) CQ 8 EA $________ $________

TOTAL AMOUNT OFFERED $___________________

* Designated Method of Measurement:

LSQ - Lump Sum Quantities, CQ - Contract Quantities, Actual Quantities, EA – Each; LS – Lump Sum, FT – Foot CY – Cubic Yard

Note Payment for bond premiums in accordance with FAR Clause 52.232-5, Payment under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization.

Payment will be made on actual work performed as described in FP-14 109.01 unless otherwise noted.

NOTICE TO OFFEROR’S

Funds are not presently available for this effort. No award will be made under this solicitation until funds are available. The Government reserves the right to cancel this solicitation, either before or after the solicitation’s closing date. In the event the Government cancels this solicitation, the Government has no obligation to reimburse an offeror for any costs incurred.