A001_Tiller_Trail.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 03/25/2016 N/A OR DOUGLAS 1(1), Tiller Trail Highway MP 40.20 -40.41

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

DTFH70-15-B-00022

9B. DATED (SEE ITEM 11)

3/4/2016

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.)

OR DOUGLAS 1(1), Tiller Trail Highway MP 40.20 -40.41

See page 2 for changes.

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 3/25/16 OR DOUGLAS 1(1) Solicitation No. DTFH70-15-B-00022 Tiller Trail Highway MP 40.20 -40.41

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-8. Revises bid item 30202-2000 Roadway Aggregate, Method 2

CONTRACT CLAUSES

PLANS

Plan sheet #B.1 Revises bid item 30202-2000 Roadway Aggregate, Method 2 Plan sheet #C.1 Revises bid item 30202-2000 Roadway Aggregate, Method 2 Plan sheet #E.1 Revises bid item 30202-2000 Roadway Aggregate, Method 2

PLANS - PEN AND INK CHANGE(S)

Please make the following pen & ink change(s):

Plan sheet #A.1 Deletes sheet I.3 in Index

ENCLOSURES

Pages:

A-7 through A-10

Plan Sheets:

B.1 C.1 E.1

Page(s) not included due to Pen and Ink change(s):

A.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: OR Douglas 1(1)

Project Name: Tiller Trail Highway MP 40.20-40.41

A-8

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

Project No: OR DOUGLAS 1(1)

Name: Tiller Trail Highway MP 40.20 - 40.41 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15201-0000 Line A0040 ALL LPSM $

15301-0010 Line A0060 ALL LPSM $

15401-0000 Line A0080 ALL LPSM $

15501-0000 Line A0100 ALL LPSM $

15702-1000 Line A0120 ALL LPSM $

15702-2000 Line A0140 ALL LPSM $

15705-1400 Line A0160 1,030 LNFT $ $

15801-0000 Line A0180 100 MGAL $ $

20101-0000 Line A0200 0.40 ACRE $ $

20301-2300 Line A0220 1 EACH $ $

20401-0000 Line A0240 1,100 CUYD $ $

20402-0000 Line A0260 2,450 CUYD $ $

20410-0000 Line A0280 2,500 CUYD $ $

20702-0100 Line A0300 2,000 SQYD $ $

20702-0300 Line A0320 4,000 SQYD $ $

20703-2000 Line A0340 12,000 SQYD $ $

25101-0300 Line A0360 20 CUYD $ $

30202-2000 Line A0380 1,100 TON $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL AND ASSURANCE

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ROADWAY AGGREGATE, METHOD 2

SUBEXCAVATION

SELECT BORROW

GEOTEXTILE FILTER, CLASS 1, TYPE A

SOIL EROSION CONTROL, TURBIDITY MONITORING

SOIL EROSION CONTROL, FIBER ROLL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF SIGN/MARKER

ROADWAY EXCAVATION

GEOTEXTILE FILTER, CLASS 1, TYPE C

GEOGRID, STABILIZATION

PLACED RIPRAP, METHOD A, CLASS 3

Schedule Total: ________________________

Submitted by: _________________________

A001

A-9

Schedule A Account: ALL

Project No: OR DOUGLAS 1(1)

Name: Tiller Trail Highway MP 40.20 - 40.41 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

30302-1000 Line A0400 260 LNFT $ $

40301-0100 Line A0420 550 TON $ $

41201-0000 Line A0440 1.5 TON $ $

60201-1100 Line A0460 80 LNFT $ $

60501-0000 Line A0480 450 LNFT $ $

62201-0250 Line A0500 24 HOUR $ $

62201-1000 Line A0520 24 HOUR $ $

62201-3200 Line A0540 24 HOUR $ $

62301-0000 Line A0560 40 HOUR $ $

62406-0300 Line A0580 0.40 ACRE $ $

62510-2000 Line A0600 0.40 ACRE $ $

62515-2000 Line A0620 0.40 ACRE $ $

62901-1300 Line A0640 335 SQYD $ $

63302-0000 Line A0660 26 SQFT $ $

63401-0100 Line A0680 4,720 LNFT $ $

63401-0100 Line A0700 4,720 LNFT $ $

63502-1250 Line A0720 100 EACH $ $

63502-1600 Line A0740 2 EACH $ $

63503-1000 Line A0760 300 LNFT $ $

MULCHING, HYDRAULIC METHOD

ROLLED EROSION CONTROL PRODUCT, TYPE 5.B

SIGN SYSTEM

DITCH RECONDITIONING

ASPHALT CONCRETE PAVEMENT, TYPE 1

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.5 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

SEEDING, HYDRAULIC METHOD

TACK COAT

42-INCH PIPE CULVERT

STANDARD UNDERDRAIN SYSTEM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

PAVEMENT MARKINGS, TYPE A, SOLID(YELLOW)

PAVEMENT MARKINGS, TYPE A, SOLID(WHITE)

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

A-10

Schedule A Account: ALL

Project No: OR DOUGLAS 1(1)

Name: Tiller Trail Highway MP 40.20 - 40.41 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63504-1000 Line A0780 160 SQFT $ $

63509-1000 Line A0800 560 FXHR $ $

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

Sheet and Description

Section C Section D Section E Section F Section G Section J Section K

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporar y Traffic Control

Permanen t 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 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LPSM ALL

A0140 15702-2000 SOIL EROSION CONTROL,

TURBIDITY MONITORING LPSM ALL

A0160 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 1,000 30 1,030

A0180 15801-0000 WATERING FOR DUST CONTROL MGAL 100 100

A0200 20101-0000 CLEARING AND GRUBBING ACRE 0.34 0.06 0.40

A0220 20301-2300 REMOVAL OF SIGN/MARKER EACH 1 1

A0240 20401-0000 ROADWAY EXCAVATION CUYD 1,023 77 1,100

A0260 20402-0000 SUBEXCAVATION CUYD 2,289 161 2,450

A0280 20410-0000 SELECT BORROW CUYD 2,378 122 2,500

A0300 20702-0100 GEOTEXTILE FILTER, CLASS 1,

TYPE A SQYD 1,882 118 2,000

A0320 20702-0300 GEOTEXTILE FILTER, CLASS 1,

TYPE C SQYD 3,813 187 4,000

A0340 20703-2000 GEOGRID, STABILIZATION SQYD 11,278 722 12,000

A0360 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 17 3 20

A001 A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,013 58 29 1,100

A0400 30302-1000 DITCH RECONDITIONING LNFT 245 15 260

A0420 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 506 29 15 550

A0440 41201-0000 TACK COAT TON 1.4 0.1 1.5

A0460 60201-1100 42-INCH PIPE CULVERT LNFT 80 80

A0480 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 420 30 450

A0500 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 24

A0520 62201-1000 WHEEL LOADER, 4 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 24

A0540 62201-3200 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.5 CUBIC YARD

MINIMUM CAPACITY HOUR 24

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

-M ar -2

2:

P M

I:

\C on tr ac t\

C on st ru ct io n C on tr ac ts \P

R O

JE

C

TS

\O R D ou gl as

(1

Ti lle r Tr ai l H ig hw ay M

P

.2 0-

.4

1\

PR

_L O

A _E

E\ [C op y of O

R D

O U

G

LA

S1 (1

Fi na lE st im at e.

xl sx

]S he et

STATE PROJECT

B.1DOUGLAS 1(1)OR

SHEET

NUMBER

TYPICAL SECTIONS

QUANTITIES AND

TYPICAL SECTION

SAFETY EDGE DETAILTILLER TRAIL HIGHWAY

212+20

200+40

CONNECTION DETAIL

[1]

[2]

[2

[2]

[2]

[2]

[1] [1]

C.1

STATE PROJECT

OR DOUGLAS 1(1)

P

M

S e p te m b e r

U

S S u r ft

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

S

W it u c k i

M M Y

Y Y

Y

C h e c k e d b y

D e s ig n e d b y

[3]

[1]

[3]

Revised by Amendment A001

LC

Profile grade

3:1 3:1 elbairaV nworC %2 nworC %2

TILLER TRAIL HIGHWAY

FOOTNOTE:

NO SCALE

T y p

209+50 to 211+70

204+38 to 205+73

200+90 to 202+30

Traveled way Traveled way

Original ground Match ex.Match ex.

Varies 0' - 2'

Shoulder

Varies 0' - 2'

Shoulder

Second lift of asphalt

First lift of asphalt to cover safety edge

Pull aggregate base

30°

Tack coat (between pavement lifts)

Detail (typ.)

See Safety Edge

Detail (typ.)

See Safety Edge

11' 11'

211+70 TO 212+20

205+73 TO 209+50

202+30 TO 204+38

200+40 TO 200+90

LC

elbairaV

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

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

Existing base course

Mill pavement surface New asphalt

Tack coat

50'

Existing surface course 2 lifts. Tack between lifts placed in two equal

4" compacted depth pavement, type 1

Hot asphalt concrete

12" compacted depth

Roadway aggregate, method 2

Tack before placement

2" compacted depth.

pavement, type 1

Hot asphalt concrete

3:1 3:1 shldr.shldr.

2'

Traveled way

11'

Traveled way

11'

2'

Vertical saw cut

Variable

S lo p e s ta k e

D

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'-0' 5'-0"

0.25 D

Existing ground

10'-0'

C le a r in g l im it

0.25 D

Slope stake

Existing ground

5'-0" 5'-0"

B = 10'-0' distance proportionally.

height dimension and reduce the front slope rounding

For cut heights less than "B" reduce "B" to the cut

Construct slopes as shown in the Staking Report.

the plan and profile curve data.

Superelevate roadway on curves at the rate "e" as indicated on

ROUNDING DETAIL

CUT SLOPE

APPROACH ROAD

QUANTITIES AND

APPROACH ROADSTATION

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

(ft)

R

(ft)

R

(ft)

W 1 2

E d g e o f s h o u ld e r

E n d p a v e m e n t

E d g e o f tr a v e le d w a y

L

TYPICAL SECTION

W

1:6 min.1:6 min

206+47 Rt. 50 50 28 20 20

NOTE:

APPROACH ROAD

206+47

10% unless indicated on the plan.

Minor approach grade beyond landing is not to exceed beyond the right of way or construction easement line.

Secure written permission from landowner for work and from the main road.

traffic hazards, and afford entry and exit of traffic to

Construct approaches to fit local conditions, minimize

3.

2.

1.

1:3 1:3

E.1

STATE PROJECT

OR DOUGLAS 1(1)

A

M

A u g u s t

U

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

S

W it u c k i

M M Y

Y Y

Y

C h e c k e d b y

D e s ig n e d b y

A

A variesvaries

FOOTNOTE:

[1] Match existing roadway superelevation.

[1][1]

Revised by Amendment A001

NO SCALE

REMARKS

APPROACH ROAD SUMMARY

Asphalt concrete pavement

Aggregate base ditch Main line ditch Main line

R1

R2

SECTION A-A

6" compacted depth Roadway aggregate, method 2

3" compacted depth pavement, type 1 Hot asphalt concrete