Amendment-2.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

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

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

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 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 your 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 APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE 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.

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 7

2 May 8, 2015

USDA Forest Service Gifford Pinchot National Forest 10600 NE 51st Circle Vancouver, WA 98682

AG-05K3-S-15-0016

Apr 30, 2015

McGee Creek Bridge

This solicitation is amended to implement the following changes:

-Change 75 feet of guardrail at end of bridge, downstream side approach and 25 feet of guardrail at end of bridge, upstream side approach, from Type 3 to Type 2A. This change is reflected on plan set drawing 24 of 30 which is attached and replaces the original drawing 24 issued with the solicitation.

-Remove additional thickness of terminal connector at bridge rail ends. Approved by Region 6 Bridge Engineer to maintain removal of first rail transition post off of bridge ends at all 4 corners. Changes reflected on plan set drawings 9,10 and 24 of 30 which are attached and replace originals issued with the solicitation.

-Add 25 feet of Type 2A guardrail to the Schedule of Items. Change reflected on plan set drawing 2 of 30 and the Schedule of Items which are attached and replace the originals issued with the solicitation.

Justin Holder

REMOVE FIRST

TRANSITION RAIL POST

REMOVED FIRST TRANSITION RAIL POST: BY FS - CLS03-15

REMOVE FIRST

TRANSITION RAIL

POST

03-15

REMOVED FIRST TRANSITION RAIL POST: BY FS - CLS

REMOVE FIRST

TRANSITION RAIL POST

REMOVE FIRST

TRANSITION RAIL POST

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

McGee Creek Bridge

Hood River Ranger District Mt. Hood National Forest

Hood River County

B.1 Schedule of Items

ITEM

NO. DESCRIPTION PAY UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

BASE ITEMS

15101 Mobilization Lump Sum All $________ $________

15201 Construction survey and staking, method 1, tolerance A Lump Sum All $________ $________

15713 Soil erosion and pollution control Lump Sum All $________ $________

15755 Dewatering structure Each 1 $________ $________

20155 Clearing and grubbing Lump Sum All $________ $________

20305 Removal of structures and obstructions, Method A Lump Sum All $________ $________

20401 Roadway Excavation, Compaction Method B *Cubic Yard 70 $________ $________

20418 Drainage excavation, type channel bank material *Cubic Yard 1216 $________ $________

20701 Earthwork Geotextile, Type IV-B *Square Yard 500 $________ $________

20801 Structure excavation *Cubic Yard 115 $________ $________

25101 Placed riprap, class 6 *Cubic Yard 312 $________ $________

32203 Aggregate base, grading D, compaction method B *Cubic Yard 105 $________ $________

40401 Minor hot asphalt concrete Ton 73 $________ $________

55102 Steel H-Piles (HP 12x63), Driven Each 8 $________ $________

55109 Steel H-Piles (HP 12x63), Furnished Foot 320 $________ $________

55151 Furnish Pile Driving Equipment Lump Sum All $________ $________

55201 Structural concrete class A(AE) *Cubic Yard 32 $________ $________

55301 Precast prestressed concrete structural members, 26" x 71'- 0" voided slab Each 5 $________ $________

55401 Reinforcing steel *Pounds 3740 $________ $________

AG-05K3-S-15-0016 McGee Creek Bridge 3

55601 ODOT 2-Tube side mount bridge railing Foot 135.21 $________ $________

56401 Elastomeric bearing device Each 20 $________ $________

60276 12-Inch corrugated aluminized steel pipe, 0.064-inch Foot 40 $________ $________ thickness, method A

61701 Guardrail System ODOT STD, Type 2A Foot 100 $________ $________

61702A Terminal section, type 2 flared, test level 2 Each 3 $________ $________

61702B Terminal Section, Type 1 Modified Anchor Assembly Each 1 $________ $________

61752 Guardrail transition to 2-tube bridge rail Each 4 $________ $________

62529 Seeding and Mulching, Dry Method Lump Sum All $________ $________

63501 Temporary traffic control Lump Sum All $________ $________

64804 Placed streambed simulation rock, bed class 16, method A *Cubic Yard 280 $________ $________

64854 Stream channel rocks, size 3 Each 21 $________ $________

TOTAL BASE ITEMS COST $________

ALTERNATIVE BID ITEMS

57102 Prefebricated bridge superstructure, transport and install (contractor furnished) Lump Sum All $________ $________

57102 Governement-furnished prefabricated bridge superstructure, transport and install Lump Sum All $________ $________

TOTAL COST - ALL ITEMS $________

*Denotes Contract Quantities

B.2 Note:

Offerors must offer on all the Base Items and at least one of the Alternative Items. Offers are requested, but not required to bid on both Alternative Items. If offer includes bids on both Alternative Items, the Government may elect to exercise either Alternative Item, but not both.

Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 15101 Mobilization.

Payment will be made on actual work performed as described in FP-03 109.01. All units are measured as Actual Quantity unless denoted by an asterisk (*). If denoted by an asterisk, the quantity is measured as a Contract Quantity in accordance with FP-03.

AG-05K3-S-15-0016 McGee Creek Bridge 4