A002_SnugHarbor.pdf

PDF 1 MB Posted Oct 15, 2015

Attached to: AK PFH 59(1), Snug Harbor Road Paving and Bike Trail
Solicitation number: DTFH70-15-B-00007
Issued by: Department of Transportation Federal Highway Administration

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Amendment A002

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File	Type	Posted
BidSum_SnugHarbor.pdf	PDF	Oct 20, 2015
A003_SnugHarbor.pdf	PDF	Oct 16, 2015
Q A.pdf	PDF	Oct 15, 2015
BikeTrail_xs.pdf	PDF	Sep 18, 2015
GM_21-13.pdf	PDF	Sep 18, 2015
GravelSection_xs.pdf	PDF	Sep 18, 2015
SnugHarbor_xs.pdf	PDF	Sep 18, 2015
IFB_SnugHarbor.pdf	PDF	Sep 18, 2015
Plan_Request_form_SnugHarbor.pdf	PDF	Sep 18, 2015
Snug_Harbor_PS E_Set_27_August_2015_updated.pdf	PDF	Sep 18, 2015
SWPPP_AK_PFH_59(1) _Snug_Harbor_Paving_and_Bike_trail.pdf	PDF	Sep 18, 2015
PROJECT_DESCRIPTION_AK_PFH_59(1) _Snug_Harbor_Road.docx	DOCX document	Aug 17, 2015

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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 10/15/15 N/A AK PFH 59(1)

SNUG HARBOR ROAD PAVING

AND BIKE TRAIL

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.

DTFH70-15-B-00007

9B. DATED (SEE ITEM 11)

9/17/15

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.)

AK PFH 59(1), SNUG HARBOR ROAD PAVING AND BIKE TRAIL

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 10-15-15 AK PFH 59(1) Solicitation No. DTFH70-15-B-00007 Snug Harbor Road Paving and Bike Trail

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-9. Revises quantity for Bid item 20703-2000 Geogrid, Stabilization

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision G-6 Table 714-1 Adds Table

PLANS

Plan sheet #B.1 Revises quantity for Bid item 20703-2000 Geogrid, Stabilization Plan sheet #C.1 Adds new section Plan sheet #C.4 Revises call out in typical section Plan sheet #D.1 Revises quantity for Bid item 20703-2000 Geogrid, Stabilization

ENCLOSURES

Pages:

G-6

Plan Sheets:

B.1 C.1 C.4 D.1

Notice to Bidders: Please submit revised pages A-7 through A-11 with your bid.

G-6 DIVISION 700

Special Contract Requirements Project: AK PFH 59(1), Snug Harbor Road Paving and Bike Trail

Section 714. — GEOTEXTILE AND GEOCOMPOSITE DRAIN

MATERIAL

714.01. Geotextile. Delete Table 714-1 and substitute the following:

Table 714-1 Separation and Stabilization Geotextile and Geotextile Filter Requirements (1)

Strength and Durability Properties Property Test

Method

ASTM

Units Class 1 Class 2

Type of Geotextile Woven Nonwoven Woven Nonwoven Elongation at break D4632 % < 50 ≥ 50 < 50 ≥ 50 Minimum grab strength

D4632 lb (N) 250 (1110)

(890)

(1110)

(710)

Minimum sewn seam strength

D4632 lb (N) 290 (1290)

(800)

(980)

(620)

Minimum tear strength

D4533 lb (N) 100 (445)

(360)

(400)

(240)

Minimum puncture strength

D6241 lb (N) 620 (2760)

(1910)

(2220)

(1380)

Minimum ultraviolet stability

D4355 % 50% retained strength after 500 hours of exposure

Hydraulic Properties Property Test

Method

ASTM

Units Type A Type B Type C Type D Type E

Minimum permittivity

D4491 s-1 0.7 0.5 0.2 0.1 0.1

Maximum apparent opening size

(AOS)

D4751 Sieve size U.S.

(mm)

No. 40 (0.425)

No. 60 (0.250)

No. 40 (0.425)

No. 70 (0.212)

(1) Do not use woven slit film geotextile.

714.03 Geogrid (Biaxial). (Added Subsection).

Modify Table 714-4 as follows:

Change the minimum opening size from ½ in (13mm) to 1-inch (25mm).

Section 718. — TRAFFIC SIGNING AND MARKING

MATERIAL

718.05 Object Marker and Delineator Posts. Add the following:

(d) Plastic. Resistant to ultraviolet light, ozone and hydrocarbon damage and remain flexible at a temperature of minus 40 °F. Provide posts with reflectors that are capable of self-erecting and remaining serviceable after 5 head-on impacts of 55 mph and 10 impacts at 35 mph with an automobile at an air temperature of plus 40 °F.

Revised by Amendment A002

Sheet and Description

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

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1300 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LNFT 100 100

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 4,863 137 5,000

A0160 15801-0000 WATERING FOR DUST CONTROL MGAL 100 100

A0180 20101-0000 CLEARING AND GRUBBING ACRE 7.5 0.5 8.0

A0200 20302-0700 REMOVAL OF FENCE LNFT 45 45

A0220 20401-0000 ROADWAY EXCAVATION CUYD 16,377 371 127 16,875

A0240 20402-0000 SUBEXCAVATION CUYD 803 22 825

A0260 20410-0000 SELECT BORROW CUYD 8,327 125 148 8,600

A0280 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C,

WOVEN SQYD 23,357 93 23,450

A002 A0300 20703-2000 GEOGRID, STABILIZATION SQYD 1,355 45 1,400

A0320 25101-0100 PLACED RIPRAP, METHOD A,

CLASS 1 CUYD 3,205 45 3,250

A0340 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 22 8 30

A0360 25120-0100 RIPRAP DITCH, METHOD A, CLASS

1 LNFT 950 50 1,000

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 4,724 380 96 5,200

A0400 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 1,996 45 59 2,100

A0420 60103-0740 CONCRETE, HEADWALL FOR DOUBLE

60-INCH PIPE CULVERT EACH 2 2

A0440 60201-0600 18-INCH PIPE CULVERT LNFT 752 38 790

A0460 60201-0800 24-INCH PIPE CULVERT LNFT 350 50 400

A0480 60201-1000 36-INCH PIPE CULVERT LNFT 32 8 40

A0500 60201-1100 42-INCH PIPE CULVERT LNFT 34 6 40

A0520 60210-1000 END SECTION FOR 36-INCH PIPE

CULVERT EACH 1 1

A0540 60210-1100 END SECTION FOR 42-INCH PIPE

CULVERT EACH 1 1

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-O ct -2

A M

M yF ile s\

Pr oj ec ts

\S nu g H ar bo r\ Am en dm en t_

[S nu gH ar bo r_

-A m en dm en t_ 2.

xl sx

]S he et

STATE PROJECT

B.1PFH 59(1)AK

SHEET

NUMBER

TYPICAL SECTION

NO SCALE

1:2 1:4

Traveled way Traveled way

304+00 to 306+00

SUBEX TYPICAL SECTION

2% Slope, (min)

DETAIL

-4.400%

Profile grade point

Shoulder Shoulder concrete pavement

2" Asphalt

SAFETY EDGE DETAIL

Red top

Point available in survey notes

Pull aggregate base to cover safety edge

Aggregate base course

Asphalt concrete pavement

CL_SG

-4.400% aggregate, method 2

4" Roadway

2% Slope

(min.)

10'4' 4'10'

12" Solid outlet pipe underdrain system

12" Perforated pipe geotextile, class 1, type c (woven) separation-stablization

Line bottom of excavation with

See Sheet D.10 for details

Riprap ditch, method A, class 1.

12" Ø perforated collector pipe Geotextile filter, class 2, type A or B

Granular backfill6"

24"

Fl ow

UNDERDRAIN SYSTEM DETAILS

12" PERFORATED PIPE

12" Perforated pipe

" mesh openings2 1" x 2

1approximately screen, No. 17 gage wire, drain pipe with galvanized wire

Cover outlet end of solid outlet

12" perforated pipe

12" elbow, 90°

12" soild outlet drain pipe end of 12" perforated pipe

Place 12" end cap on upper

FOOTNOTE:

on the plan and profile curve data.

Superelevate roadway on curves at the rate "e" as indicated and prevent soil from entering the connection joints.

the solid outlet pipe that allow unobstructed flow to the outlet

Provide connections between the perforated collector pipe and channel @ 304. Bevel end.

Install outlet drain pipe thru embankment to daylight at existing shallowest location measured at

36" Select borrow is

2 Amendment A002

C.4

STATE PROJECT

PFH 59(1)

O c to b e r

S S u r ft

D c m y fi le s p w p r o d u c ti o n d a f0 c d .d g n

C J o r g e n s o n

D o u c e y

C h e c k e d b y

D e s ig n e d b y separation-stabilization geotextile geogrid-stabilization on top of stabilization geogrid. Place

Line bottom of excavation with

QUANTITIES

TABULATION OF PLAN

FOOTNOTE:

2 Includes 1,558 SQYD for riprap ditch sections.

Includes 1,020 CUYD for subexcavation at 304+00 to 306+00.

Amendment A0022

D.1

STATE PROJECT

O c to b e r

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d a .d g n

C J o r g e n s o n

D o u c e y

C h e c k e d b y

D e s ig n e d b y

TYPICAL SECTION

NO SCALE

104+00 to 143+43.39

12" Select borrow

%1- %1+

%0.1- %0.1+

4' 4'2' Aggregate 2' Aggregate shouldershoulder

C o n s tr u c ti o n l im it s

C le a r in g l im it s

1:1 .5

1:2

FOOTNOTE:

limits establishment

Turf limits establishment

Turf

E x is ti n g

S n u g H a r b o r R o a d

Distance varies concrete pavement

2" Asphalt

Pathway Pathway

4" Roadway aggregate, method 2 class 1, type C (woven)

Separation-stabilization geotextile, PATHWAY

Construct slopes as shown in the Staking Report.

to be outsloped towards Snug Harbor Road.

Slopes are reversed from 100+00 to 103+60 to allow the trail

S lo p e s ta k e s

C.1

STATE PROJECT

J u n e

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 c a .d g n

C J o r g e n s o n

D o u c e y

C h e c k e d b y

D e s ig n e d b y

12" Select borrow

%1- %1+

%0.1- %0.1+

4' 4'2' Aggregate 2' Aggregate shouldershoulder

C o n s tr u c ti o n l im it s

C le a r in g l im it s

1:1 .5

1:2

1' limits establishment

Turf limits establishment

Turf

E x is ti n g

S n u g H a r b o r R o a d

Distance varies concrete pavement

2" Asphalt

Pathway Pathway

4" Roadway aggregate, method 2 class 1, type C (woven)

Separation-stabilization geotextile, PATHWAY

S lo p e s ta k e s

100+00 to 104+00

2 Amendment A002

Geogrid, stabilization 2

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:AK PFH 59(1)

Project Name:Snug Harbor Road Paving and Bike Trail

A - 8

Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION