Amendment02.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)

02 07/17/2017 839344

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

AG-02NV-S-17-0022

9B. DATED (SEE ITEM 11)

5/31/2017

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

The purpose of this amendment is to provide items addressed at the site visit held Tuesday, July 11, 2017. See following pages for information.

The geotechnical report and the flow statistics are included as attachments to the amendment.

The due date for receipt of proposals is extended. Proposals shall be received no later than 1:00pm, July 26, 2017.

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)

KELLIE SHAW, Contracting Officer

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

7/17/2017

(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

AG-02NV-S-17-0022 – AMENDMENT 02 Crystal Creek Bridge Replacement Project

Bridger-Teton National Forest

Attendees:

Mike Oltman, Bridger-Teton NF, COR 307-739-5445 Kellie Shaw, US Forest Service, Contracting Officer 208-557-5766 Chad Porter, US Forest Service, Engineering 801-625-5234 Randell Hodgkinson, Randell Concrete, Inc. 208-890-0755 Brandon Lerwill, Action Excavation LLC 208-354-3478 Beth Martin, CM Owen Construction LLC 307-413-7297 Johnna Wilkes, CC&G Inc. 307-332-4981 Brian Spears, CC&G Inc. 307-332-4981

Discussed Items:

1) Pit material – The gravel located at the gravel pit near the project site is suitable for structural backfill, bedding for footings, and roadway aggregate course. An amended schedule of items is included in the following pages of the amendment. Offerors shall submit their offer on the amended schedule of items. The amended schedule of items removes item 20401 Roadway Excavation and Embankment (Commercial Supplied) and increases the quantities under item 20402 Roadway Excavation and Embankment (Government Supplied). The amended schedule of item also changes item 30801 Roadway Aggregate from a Commercial Source to Government Source.

2) Quantities provided on the schedule of items are estimates only. Quantities are provided to give the contractor a baseline for submitting proposal and not for actual construction. Contractor shall determine actual quantities for construction.

3) Compaction Method on Roadway Aggregate (method 2) – Roadway embankment shall be compacted according to FP-03 Section 204, Method E. Structural backfill and bedding for footings shall be compacted according to FP- 03 Section 208. Roadway aggregate courses shall be compacted according to FP-03 Section 308, Method 2.

See supplemenal specifications in all cases.

4) Compaction testing frequency – Structural backfill, bedding for footings, and roadway aggregate courses shall have compaction testing completed for initial layer, at 50% of completion and on the final layer.

Questions & Answers:

Q. Are there any road restrictions to the site?

A. No

Q. Are there any special permits required for the contractor to obtain?

A. No, the Government has completed all required permitting for the project.

Q. Are there utility lines at the site that may be affected by excavation?

A. There are utility lines at the project site. Page 3 of the drawings identifies that it is the contractor’s responsibility to notify the utility company prior to the start of work to have the location marked, line moved if necessary, and to protect the line from damage during construction.

Q. Are there any use taxes that may apply to this contract?

A. Under clause 52.236-7, Permits and Responsibilities, Contractors shall be responsible for complying with any Federal, State, and municipal laws, codes and regulations applicable to the performance of the work. Questions regarding any assessment of Use Taxes on Government Furnished Property should be directed to the Wyoming State Tax Commission at (307) 777-5200.

Q. It is understood that the bridge must be removed and disposed of off of National Forest lands. Does this include the existing abutments?

A. Abutments, if broken up to reasonable size approved by the COR, may be buried during construction, All wood material must be removed and disposed of off of National Forest lands.

Q. Is it reasonable to expect that large boulders may be encountered during excavation that may require blasting?

A. The borehole reports from the Geotechnical Study Completed on the site is included as an attachment to the amendment.

Q. 7 days for closure of the location may be aggressive. Is there possibility of granting longer than 7 days for the closure?

A. The Gros Ventre road can be closed for no more than 14 days.

Q. Will there be camping available for the contractor?

A. C-9 of the solicitation and any resulting contract is being changed to allow camping on site. Camping may be requested to the COR after contract award. Written authorization must be obtained by Jackson Ranger District ranger.

Q. Due to the location of the project, would it be possible to pump water from the river for construction purposes?

A. C-8.5 of the solicitaiton and any resulting contract is being changed to allow the contractor to utilize water from the

Gros Ventre River for construction purposes. Pumping water from Crystal Creek or the Gros Ventre River for construction purposes shall be allowed as long as the owner to the water rights grants permission. It is the contractors responsibility to obtain permission. Water used for concrete work shall be filtered and free of any debris.

Q. May discharge water be discharged back into the stream?

A. Water output from pumping operations should be routed through existing vegatation to the most extent possible. Prior to discharge back to a waterway, straw waddles should be staked in place to provide maximum filtration.

Q. Are there surveying points on the site now?

A. Yes, control points for the project are identified on Sheet 4 of the drawings.

Q. What extent will the Government provide surveying?

A. The Government will provide control points only. Surveying is the contractor’s responsibility during construction.

Q. Can concrete be poured on undisturbed surface during construction?

A. Yes.

Q. What is the scour depth of the site?

A. Scour depth elevation = 7010.0.

Q. Can water still be in excavation holes while placing concrete? Are drain rocks allowed?

A. There shall be no standing or flowing water in the excavations for footings and walls during the time that they are poured or within 24 hours of the pour. Pumping shall be required if water is present during this time, or other method to remove water that is proposed by the contractor and approved by the COR. Drain rock and sump system shall be allowed if necessary. Constractor shall refer to sheet 3 of Forest Service design plans for further guidance regarding dewatering of excavation.

Q. Will the Government allow borrow from the west side of the bridge in the cutbank?

A. Yes. If material is taken from this location, reseeding of the disturbed area will be required.

Q. What is the traditional peak flow of this creek?

A. There are no stream guages located in the Crystal Creek watershed. However, there is a stream guage for the Gros

Ventre watershed located near Kelly. Data from this stream guage can be interpolated to better understand flow conditions in the Crystal Creek drainage. Interpolation of data from one watershed to another is a very common practice in hydrology when data for a specific watershed does not exist. The flow data provided (See attached) indicates that low flow conditions are most likely anticipated during the months of September, October, and November.

Q. Are liquidated damages included in this contract?

A. No.

Q. There is a significant amount of vegetation that will be removed during excavation. The specifications state that vegetation must not leave the forest. How does the Government intend the contractor dispose of the removed vegetation?

A. Material borrow locations will be staked by the COR. After borrow occurs woody debris generated from clearing and grubbing the new road location can be compacted and buried in the borrow location.

Q. If the material from the Government pit is used for a borrow source, is the contractor required to reseed at the pit?

A. No, reseeding at the pit location will not be required.

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.

PART--THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES

CRYSTAL CREEK BRIDGE REPLACEMENT PROJECT

Jackson Ranger District

Teton County, Wyoming

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 Suvey 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

20402 Roadway Excavation and

Embankment (Government supplied)

CQ 2963 CY $________ $________

20806 Structure Excavation LSQ 1 LS $________ $________

20808 Structural Backfill and

Compaction Testing

25101 Type 4 Placed Riprap and Bed

Class 20 Stream Simulation

Material (Commercial Source)

CQ 159 CY $________ $________

30801 Roadway Aggregate, Compaction, Method 2

(GOVERNMENT Source)

AQ 227 Ton $________ $________

40401 Minor Hot Asphalt Concrete

(Commerical Source)

CQ 88 Ton $________ $________

55201 Structural Concrete, Class (AE) CQ 186 CY $________ $________

55602 Bridge Approach Railing, Type

II, Class A

CQ 150 Foot $________ $________

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

57102 Prefabricated Bridge

Superstructure, Design, Fabricate, Transport and Install

62503 Seeding, Dry Method

(Government Supplied Seed)

63306 Object Markers CQ 4 EA $________ $________

TOTAL AMOUNT OFFERED $___________________

* Designated Method of Measurement:

DQ - Designed Quantities, AQ - Actual Quantities, LSQ - Lump Sum Quantities, SQ - Staked Quantities

CQ - Contract Quantities

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.