A002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A002 07/20/2016 N/A WA NPS OLYM 2015(4), Spruce Railroad Trail Segment C

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

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

X

DTFH70-16-B-00011

9B. DATED (SEE ITEM 11)

07/01/2016

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( x ) 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)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

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

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.

N/A

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)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

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

WA NPS OLYM 2015(4), Spruce Railroad Trail Segment C

See page 2 for revisions.

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) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

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

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

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

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 7/20/16 WA NPS OLYM 2015(4) Solicitation No. DTFH70-16-B-00011 Spruce Railroad Trail Segment C

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-8. Revises quantity for bid item 20401-0000, Roadway Excavation Page A-8 Deletes bid item 20403-0000, Unclassified Borrow

CONTRACT CLAUSES

PLANS

Plan sheet #B.1 Revises quantity for bid item 20401-0000, Roadway Excavation Plan sheet #B.1 Deletes bid item 20403-0000, Unclassified Borrow

Plan sheet #D.1 Revises quantity for bid item 20401-0000, Roadway Excavation Plan sheet #D.1 Deletes bid item 20403-0000, Unclassified Borrow

ENCLOSURES

Pages A-7 through A-10

Plan Sheets:

B.1 D.1

Notice to Bidders: Please submit revised pages A-7 through A-10 with your bid.

A - 7

Bidder please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern.

When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No: WA NPS OLYM 2015(4)

Project Name: Spruce Railroad Trail Segment C

A-8

B I D S C H E D U L E Schedule A Account: ALL

Project No: WA NPS OLYM 2015(4)

Name: Spruce Railroad Trail Segment C CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15201-0000 Line A0040 ALL LPSM $

15301-0000 Line A0060 ALL LPSM $

15401-0000 Line A0080 ALL LPSM $

15501-0000 Line A0100 ALL LPSM $

15705-0100 Line A0120 1,485 LNFT $ $

15705-1400 Line A0140 598 LNFT $ $

20101-0000 Line A0160 2.4 ACRE $ $

20220-1000 Line A0180 33 EACH $ $

20301-2700 Line A0200 2 EACH $ $

20303-0300 Line A0220 55 SQYD $ $

20401-0000 Line A0240 5,597 CUYD $ $

20403-0000 Line A0260 0 CUYD $ $

20410-0000 Line A0280 933 CUYD $ $

20421-0000 Line A0300 50 CUYD $ $

20435-2000 Line A0320 170 CUYD $ $

20701-0100 Line A0340 6,456 SQYD $ $

20702-0100 Line A0360 51 SQYD $ $

20703-2000 Line A0380 1,736 SQYD $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

GEOGRID, STABILIZATION

UNCLASSIFIED BORROW

SELECT BORROW

ROCK EXCAVATION

SOIL EROSION CONTROL, FIBER ROLL

CLEARING AND GRUBBING

REMOVAL, INDIVIDUAL TREE

REMOVAL OF STRUCTURE

REMOVAL OF CONCRETE

ROADWAY EXCAVATION

BACKFILL, GRANULAR

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A

GEOTEXTILE FILTER, CLASS 1, TYPE A

Schedule Total: ________________________

Submitted by: _________________________

A002

A002

Leeann.Bush Rectangle

A-9

Schedule A Account: ALL

Project No: WA NPS OLYM 2015(4)

Name: Spruce Railroad Trail Segment C CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20801-0000 Line A0400 17 CUYD $ $

25101-0200 Line A0420 5 CUYD $ $

25101-0300 Line A0440 9 CUYD $ $

25501-0000 Line A0460 745 SQFT $ $

25701-0200 Line A0480 ALL LPSM $

26001-0000 Line A0500 400 LNFT $ $

30202-2000 Line A0520 2,493 TON $ $

40301-0100 Line A0540 223 TON $ $

55201-0100 Line A0560 34 CUYD $ $

55701-1000 Line A0580 300 LNFT $ $

56602-0000 Line A0600 150 CUYD $ $

60201-0600 Line A0620 89 LNFT $ $

60201-0900 Line A0640 34 LNFT $ $

60210-0600 Line A0660 6 EACH $ $

60210-0900 Line A0680 2 EACH $ $

60304-0000 Line A0700 75 LNFT $ $

60504-0000 Line A0720 145 SQYD $ $

60915-1000 Line A0740 20 EACH $ $

61901-0000 Line A0760 213 LNFT $ $

18-INCH PIPE CULVERT

30-INCH PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

STRUCTURE EXCAVATION

PLACED RIPRAP, METHOD A, CLASS 2

ROCK BOLT

ROADWAY AGGREGATE, METHOD 2

ASPHALT CONCRETE PAVEMENT, TYPE 1

STRUCTURAL CONCRETE, CLASS A

STRUCTURAL TIMBER AND LUMBER, UNTREATED

SHOTCRETE

PLACED RIPRAP, METHOD A, CLASS 3

MECHANICALLY STABILIZED EARTH WALL

CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL DESIGN

WHEELSTOP, CONCRETE

FENCE, TYPE CEDAR, 6-FOOT

END SECTION FOR 30-INCH PIPE CULVERT

STRUCTURAL PLATE ARCH

GEOCOMPOSITE SHEET DRAIN SYSTEM

Leeann.Bush Rectangle

A-10

Schedule A Account: ALL

Project No: WA NPS OLYM 2015(4)

Name: Spruce Railroad Trail Segment C CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0250 Line A0780 20 HOUR $ $

62201-3150 Line A0800 20 HOUR $ $

62302-0100 Line A0820 72 HOUR $ $

62405-0300 Line A0840 5,453 SQYD $ $

62515-1000 Line A0860 1.1 ACRE $ $

62515-3000 Line A0880 0.2 ACRE $ $

63302-0000 Line A0900 6 SQFT $ $

63309-0900 Line A0920 18 EACH $ $

63316-1000 Line A0940 1 EACH $ $

63401-0100 Line A0960 850 LNFT $ $

63405-0450 Line A0980 2 EACH $ $

63501-0000 Line A1000 ALL LPSM $

64703-1000 Line A1020 35 EACH $ $

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

SPECIAL LABOR, SLOPE SCALING

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

PAVEMENT MARKINGS, TYPE A, ACCESSIBILITY SYMBOL, WHITE

TEMPORARY TRAFFIC CONTROL

MITIGATION, LANDSCAPING LOG

MULCHING, DRY METHOD, CHIP DEBRIS, 4-INCH DEPTH

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

SIGN SYSTEM

DELINEATOR, TYPE FLEXIBLE

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE A, SOLID, WHITE

Sheet and Description

Section C Section D Section D Section E Section F Section G Section H

Typical Section

Trail Plan & Profile

Parking Lot

Erosion Control Tunnel Drainage

Temporary Traffic Control

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,485 1,485

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 598 598

A0160 20101-0000 CLEARING AND GRUBBING ACRE 2.0 0.4 2.4

A0180 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 28 5 33

A0200 20301-2700 REMOVAL OF STRUCTURE EACH 2 2 Building Removal

A0220 20303-0300 REMOVAL OF CONCRETE SQYD 55 55 Concrete pad

A002 A0240 20401-0000 ROADWAY EXCAVATION CUYD 5,097 500 5,597

A002 A0260 20403-0000 UNCLASSIFIED BORROW CUYD 0

A0280 20410-0000 SELECT BORROW CUYD 933 933

A0300 20421-0000 ROCK EXCAVATION CUYD 50 50 MSE Wall

A0320 20435-2000 BACKFILL, GRANULAR CUYD 170 170

A0340 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A SQYD 6,456 6,456

A0360 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A SQYD 51 51

A0380 20703-2000 GEOGRID, STABILIZATION SQYD 1,736 1,736

A0400 20801-0000 STRUCTURE EXCAVATION CUYD 17 17 Concrete footing

A0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 5 5

A0440 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 9 9

A0460 25501-0000 MECHANICALLY STABILIZED EARTH WALL Unclassified Borrow, Riprap Class 0, Select

Granular Backfill, Standard Underdrain

SQFT 745 745 System, Granular Backfill

A0480 25701-0200 CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH

WALL DESIGN LPSM ALL ALL

A0500 26001-0000 ROCK BOLT LNFT 400 400

A0520 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,493 2,493

A0540 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 223 223

A0560 55201-0100 STRUCTURAL CONCRETE, CLASS A CUYD 34 34

A0580 55701-1000 STRUCTURAL TIMBER AND LUMBER, UNTREATED LNFT 300 300

A0600 56602-0000 SHOTCRETE CUYD 150 150

A0620 60201-0600 18-INCH PIPE CULVERT LNFT 89 89

A0640 60201-0900 30-INCH PIPE CULVERT LNFT 34 34

A0660 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 6 6

A0680 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 2 2

A0700 60304-0000 STRUCTURAL PLATE ARCH LNFT 75 75 (North Portal=35, South Portal=40)

A0720 60504-0000 GEOCOMPOSITE SHEET DRAIN SYSTEM SQYD 145 145

A0740 60915-1000 WHEELSTOP, CONCRETE EACH 20 20

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

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STATE PROJECT

B.1NPS OLYM 2015(4)WA

SHEET

NUMBER

REVISED BY AMENDMENT A002