A001_Spruce_Railroad_Trail_Segment_A.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)

A001 06/15/2017 N/A WA NPS OLYM 2016(1),

Spruce Railroad Trail Segment A

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 DTFH7017B00021

9B. DATED (SEE ITEM 11)

06/06/2017

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).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

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 2016(1), Spruce Railroad Trail Segment A

See page 2

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. A001 dated 06/15/2017 WA NPS OLYM 2016(1) Solicitation No. DTFH7017B00021 Spruce Railroad Trail Segment A

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-8. Item No. 15705-1000, Soil Erosion Control, Silt Fence, Revises quantity.

Page A-9. Item No. 62405-0300, Placing Conserved Topsoil, 4-inch Depth, Revises quantity.

Page A-9. Item No. 62515-1000, Mulching, Dry Method, Chip Debris, 4-inch Depth, Revises quantity.

Page A-9. Item No. 62515-1000, Mulching, Hydraulic Method, Bonded Fiber Matrix, Revises quantity.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page F-1, Subsection 201.04(f), Deletes quantity information.

PLANS

Plan sheet #B.1 Summary of Quantities, Revises Estimated Quantities.

Plan Sheet #E.1 Erosion Control Plan: Revises Permanent Soil Erosion Sediment Control Quantities. Revises erosion control installation locations.

Plan Sheet #E.2 Erosion Control Plan Revises erosion control installation locations.

Plan Sheet #E.3 Erosion Control Plan, Revises erosion control installation locations.

ENCLOSURES

Pages:

A-8 through A-9 F-1

Plan Sheets:

B.1 E.1 through E.3

Notice to Bidders: Please submit revised pages A-7 through A-9 with your bid.

Page A-8

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

Project No: WA NPS OLYM 2016(1)

Name: Spruce Railroad Trail Segment A 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 3,700 LNFT $ $

15705-1400

Line A0140 500 LNFT $ $

20101-0000

Line A0160 2.4 ACRE $ $

20220-1000

Line A0180 30 EACH $ $

20301-1900

Line A0200 3 EACH $ $

20401-0000

Line A0220 3,020 CUYD $ $

20403-0000

Line A0240 1,340 CUYD $ $

20701-0100

Line A0260 8,550 SQYD $ $

25101-0200

Line A0280 720 CUYD $ $

30202-2000

Line A0300 3,300 TON $ $

60201-0800

Line A0320 197 LNFT $ $

60210-0800

Line A0340 12 EACH $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A (NONWOVEN)

PLACED RIPRAP, METHOD A, CLASS 2

ROADWAY AGGREGATE, METHOD 2

SOIL EROSION CONTROL, FIBER ROLL

CLEARING AND GRUBBING

REMOVAL, INDIVIDUAL TREE

REMOVAL OF PIPE CULVERT

ROADWAY EXCAVATION

UNCLASSIFIED BORROW

24-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

Schedule Total: ________________________

Submitted by: _________________________

A001

Revised by Amendment A001 david.l.mariman Rectangle

Page A-9

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

Project No: WA NPS OLYM 2016(1)

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

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0250

Line A0360 20 HOUR $ $

62201-3150

Line A0380 20 HOUR $ $

62301-0000

Line A0400 40 HOUR $ $

62405-0300

Line A0420 4,550 SQYD $ $

62515-1000

Line A0440 0.8 ACRE $ $

62515-3000

Line A0460 0.4 ACRE $ $

63501-0000

Line A0480 ALL LPSM $

64703-1000

Line A0500 35 EACH $ $

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

GENERAL LABOR

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

MITIGATION, LANDSCAPING LOG

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

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

TEMPORARY TRAFFIC CONTROL

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

A001

A001

A001

Revised by Amendment A001

F-1

Special Contract Requirements Project: WA NPS OLYM 2016(1), Spruce Railroad Trail Segment A

DIVISION 200

EARTHWORK

Section 201. — CLEARING AND GRUBBING

01/01/14– FP-14

Construction Requirements

201.03 General. Add the following:

Construct temporary plastic fences, according to Section 635, prior to clearing and grubbing operations. Place fencing to protect vegetation adjacent to the clearing limits.

Perform felling, bucking, and decking of merchantable timber according to accepted logging practices with a minimum of breakage, damage, and waste. Saw the merchantable timber into standard log lengths with proper trim allowance.

201.04 Clearing. Add the following:

(e) Deliver all fir, hemlock and cedar trees with a minimum of 12 inch DBH to the Elwha gravel pit owned by Olympic National Park. Deliver all fir trees with root wads and 25 to 30 feet of trunk attached. Mark all trees to be delivered with ribbon using separate colors to indicate firs with root wads and all other species to be delivered. 14 cedar trees were felled by Clallam County in spring of 2017 along this portion of trail, deliver these to the Elwha pit.

Get approval from the CO prior to cutting trees. Discuss the method of removal with root wad attached and transport to the stockpile site. Contact Cody Manzer prior to delivering the root wads to the Elwha Pit. Elwha Pit is located at Latitude: 48o 1’ 59.47” N, Longitude 123o

35’ 29.52” W.

(f) Chip debris and non-merchantable timber into chips no larger than 6 square inches and no thicker than ½ inch to create enough chip debris mulch to cover 5,453 sqyd 4 inches deep.

Stockpile, haul, and spread mulch according to Subsection 625.08. Dispose of any excess debris and non-merchantable timber according to Subsection 203.05(a).

(g) Conserve merchantable and non-merchantable timber to use as landscape logs according to Section 647.

201.05 Grubbing. Add the following:

(e) Conserve topsoil and organic material according to Subsection 204.02(c) before removing stumps.

Revised by Amendment A001

Sheet and Description

Section C Section D Section E Section G Section H

Typical Section

Trail Plan & Profile

Erosion Control 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

A001 A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 3,641 59 3,700

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 462 38 500

A0160 20101-0000 CLEARING AND GRUBBING ACRE 2.4 2.4

A0180 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 29 1 30

A0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 3

A0220 20401-0000 ROADWAY EXCAVATION CUYD 2,740 280 3,020

A0240 20403-0000 UNCLASSIFIED BORROW CUYD 1,242 98 1,340

A0260 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE

A (NONWOVEN) SQYD 8,411 78 61 8,550

A0280 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 638 24 58 720

A0300 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,165 135 3,300

A0320 60201-0800 24-INCH PIPE CULVERT LNFT 197 197

A0340 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 12 12

A0360 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0380 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC

YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 20 20

A0400 62301-0000 GENERAL LABOR HOUR 40 40

A001 A0420 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 4,504 46 4,550

A001 A0440 62515-1000 MULCHING, DRY METHOD, CHIP DEBRIS, 4-INCH DEPTH ACRE 0.7 0.1 0.8

A001 A0460 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX ACRE 0.3 0.1 0.4

A0480 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL ALL

A0500 64703-1000 MITIGATION, LANDSCAPING LOG EACH 35 35

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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

STATE PROJECT

B.1NPS OLYM 2016(1)WA

SHEET

NUMBER

Revised by Amendment No. A001

STATE PROJECT

SHEET

N

UNITSQUANTITYDESCRIPTION

62515-3000

ITEM

SEDIMENT CONTROL QUANTITIES

PERMANENT SOIL EROSION &

15705-0100

15705-1400

62515-1000

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

MULCHING DRY METHOD, CHIP DEBRIS, 4-INCH DEPTH

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

64703-1000 MITIGATION, LANDSCAPING LOG

LNFT

LNFT

0.7 ACRE

0.3 ACRE

35 EACH

62405-0300 SQYDPLACING CONSERVED TOPSOIL, 4-INCH DEPTH

CONTROL LEGEND

SOIL EROSION & SEDIMENT

and bonded fiber matrix Conserved topsoil, landscape logs chip debris Conserved topsoil and conserved

B

H u s c h k a

M c I n to s h

C h e c k e d b y

D e s ig n e d b y

EROSION CONTROL PLANEROSION CONTROL PLAN

NO SCALE

Silt fence

Fiber roll

E.1

STATE PROJECT

SHEET

WA

NPS OLYM 2016(1)

P

M

M a y

U

S S u r ft

D

J D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m d a .d g n

Edge of gravel

Existing gravel/dirt road

Railroad Trail sign

Existing Spruce

Olympic Discovery Trail

Existing asphalt path

Existing dirt foot path

Existing 12" A.D.S.

Construction limits

Construction limits (See sheet F.2)

Sta. 15+25.00 with end sections

24" Pipe culvert equipment access

Approximate

1 Revised by Amendment A001

Kirk.Loftsgaarden Number 1

Kirk.Loftsgaarden Number 1

Kirk.Loftsgaarden Number 1

Kirk.Loftsgaarden Number 1

Polygonal Line

SHEET

N

N

H u s c h

M c I n to

C h e c k e d b y

D e s ig n e d b y

EROSION CONTROL PLANEROSION CONTROL PLAN

NO SCALE

E.2

STATE PROJECT

P

M a y

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m d b .d g n

Edge of gravel

Construction limits

Construction limits

(See sheet F.2)

Sta. 19+74.00 with end sections

24" Pipe culvert

(See sheet F.3)

Sta. 26+60.00 with end sections

24" Pipe culvert

(See sheet F.3)

Sta. 31+18.00 with end sections

24" Pipe culvert

Edge of gravel

Construction limits

Construction limits

(See sheet F.4)

Sta. 40+50.00 with end sections

24" Pipe culvert

Revised by Amendment A0011

Kirk.Loftsgaarden Revised in A001 david.l.mariman Rectangle

SHEET

N

EROSION CONTROL PLANEROSION CONTROL PLAN

NO SCALE

H u s c h

M c I n to

C h e c k e d b y

D e s ig n e d b y

E.3

STATE PROJECT

A

M a y

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m d c .d g n

Existing top of talus rockery

Existing

Existing talus cribbing wood

Existing

Edge of gravel

(See sheet F.5)

Sta. 51+75.00 with end sections

24" Pipe culvert

Construction limits

Construction limits

CP7

CP7

CP7

CP7

Revised by Amendment A0011