A002_Lake_Shore_Drive.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 04/20/2017 N/A ID CANYON 2013(1)

RIVERSIDE ROAD AND LAKE

SHORE DRIVE REHABILITATION

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 DTFH7017B00012

9B. DATED (SEE ITEM 11)

03/28/2017

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.)

ID CANYON 2013(1), RIVERSIDE ROAD AND LAKE SHORE DRIVE REHABILITATION

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. A002, dated 04/19/2017 Project No.: ID CANYON 2013(1) Solicitation No. DTFH7017B00012 Project Name: Riverside Road Page 2 and Lake Shore Drive Rehabilitation

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-8. Revises Quantity of Item 20401-0000 Roadway Excavation.

Page A-8. Revises Quantity of Item 20411-0000 Select Borrow Page A-8. Revises Quantity of Item 30202-2000 Roadway Aggregate, Method 2 Page A-8. Revises Quantity of Item 30510-0000 Cementitious Material Page A-9. Revises Quantity of Item40101-5600 Asphalt Concrete Pavement, Gyratory

Mix, ½-inch or ¾-inch Nominal Maximum Size Aggregate, 0.3 to < 3 Million

ESALS

CONTRACT CLAUSES

CONTRACT CLAUSES

Page C-76. Revises, FAR Clause 52.236-4 Physical Data (Apr 1984)

The following changes are being made to Physical Data files covered in FAR Clause 52.236-4 in the solicitation.

Deletes plotted cross-sections of earthwork data file id-a2013004_xs_layout_river.pdf Adds plotted cross-sections of earthwork data file id-2013004_xs_layout_river_A002.pdf

PLANS

Plan sheet #B.1 Revises Quantity of Items:

20401-0000 Roadway Excavation.

20411-0000 Select Borrow 30202-2000 Roadway Aggregate, Method 2 30510-0000 Cementitious Material 40101-5600 Asphalt Concrete Pavement, Gyratory Mix, ½-inch or ¾-inch Nominal Maximum Size Aggregate, 0.3 to < 3 Million ESALS

Plan sheet #C.1 Revises table Typical Section Quantities Plan sheet #D.1 Revises table Additional Plan Quantities

ENCLOSURES

Physical Data:

file id-a2013004_xs_layout_river_A002.pdf

Pages:

A-8 through A-10

Notice to Bidders: Please submit revised pages A-8 through A-10 with your bid.

Amendment No. A002, dated 04/19/2017 Project No.: ID CANYON 2013(1) Solicitation No. DTFH7017B00012 Project Name: Riverside Road Page 3 and Lake Shore Drive Rehabilitation

Plan Sheets:

B.1 C.1 D.1

Page A-8

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

Project No: ID CANYON 2013(1)

Name: Riverside Road and Lake Shore Drive Rehabilitation 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 $

15703-1500

Line A0120 4.2 ACRE $ $

15705-1400

Line A0140 1,620 LNFT $ $

15801-0000

Line A0160 700 MGAL $ $

20101-0000

Line A0180 9.0 ACRE $ $

20302-1200

Line A0200 7,000.00 LNFT $ $

20401-0000

Line A0220 4,800 CUYD [A002] $ $

20411-0000

Line A0240 6,400 TON [A002] $ $

20425-1000

Line A0260 10 LNFT $ $

20701-0200

Line A0280 11,450 SQYD $ $

25101-0100

Line A0300 5 CUYD $ $

30202-2000

Line A0320 34,310 TON [A002] $ $

30502-0600

Line A0340 76,320 SQYD $ $

30510-0000

Line A0360 1,290 TON [A002] $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL AND ASSURANCE

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, TEMPORARY SOIL TACKIFIER

DITCH, EXCAVATION

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B, WOVEN

PLACED RIPRAP, METHOD A, CLASS 1, DOWNDRAIN

SOIL EROSION CONTROL, FIBER ROLL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF GUARDRAIL

ROADWAY EXCAVATION

SELECT BORROW

ROADWAY AGGREGATE, METHOD 2

FULL DEPTH RECLAMATION WITH CEMENT, 6-INCH DEPTH

CEMENTITIOUS MATERIAL

Schedule Total: ________________________

Submitted by: _________________________

[A002]

[A002]

[A002]

[A002] david.l.mariman Rectangle david.l.mariman Rectangle david.l.mariman Rectangle david.l.mariman Rectangle david.l.mariman Rectangle

Page A-9

Account: ALL

Project No: ID CANYON 2013(1)

Name: Riverside Road and Lake Shore Drive Rehabilitation CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

40101-5600

Line A0380 19,770 TON [A002] $ $

40105-3000

Line A0400 198.0 TON $ $

41201-0000

Line A0420 49.0 TON $ $

60103-0060

Line A0440 10 EACH $ $

60201-0400

Line A0460 500 LNFT $ $

60403-1900

Line A0480 3 EACH $ $

60704-0000

Line A0500 11 EACH $ $

60901-0400

Line A0520 64 LNFT $ $

60901-1000

Line A0540 1,730 LNFT $ $

61503-3000

Line A0560 13 SQYD $ $

61701-1200

Line A0580 7,025.00 LNFT $ $

61702-0600

Line A0600 2 EACH $ $

61920-2000

Line A0620 6 EACH $ $

61921-1000

Line A0640 25 LNFT $ $

62101-0000

Line A0660 120 EACH $ $

62201-0200

Line A0680 40 HOUR $ $

62201-0600

Line A0700 20 HOUR $ $

62201-3150

Line A0720 20 HOUR $ $

REMOVE AND RESET GATE

REMOVE AND RESET FENCE

MONUMENT, DAM MONITORING POINT CASE AND COVER

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

TACK COAT

CLEANING CULVERT IN PLACE

CURB, CONCRETE, 6-INCH DEPTH, ITD TYPE 3

CURB, CONCRETE, 12-INCH DEPTH

MEDIAN, ASPHALT

GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS

TERMINAL SECTION, TYPE FLARED

CONCRETE, HEADWALL FOR 12-INCH PIPE CULVERT

12-INCH PIPE CULVERT

INLET, FLH TYPE 6B

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 30-INCH WIDTH

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

[A002] david.l.mariman Rectangle david.l.mariman Rectangle

Page A-10

Account: ALL

Project No: ID CANYON 2013(1)

Name: Riverside Road and Lake Shore Drive Rehabilitation CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-3750

Line A0740 20 HOUR $ $

62301-0000

Line A0760 100 HOUR $ $

63316-1000

Line A0780 90 EACH $ $

63401-0300

Line A0800 113,300 LNFT $ $

63401-0300

Line A0820 32,000 LNFT $ $

63401-0300

Line A0840 1,280 LNFT $ $

63401-0300

Line A0860 570 LNFT $ $

63401-0400

Line A0880 49,200 LNFT $ $

63401-0450

Line A0900 860 LNFT $ $

63405-0500

Line A0920 2 EACH $ $

63502-0600

Line A0940 6 EACH $ $

63502-1000

Line A0960 300 EACH $ $

63503-0700

Line A0980 56,600 LNFT $ $

63504-1000

Line A1000 560 SQFT $ $

63506-0600

Line A1020 1,200 HOUR $ $

63507-0700

Line A1040 150 DAY $ $

63509-1000

Line A1060 2,400 FXHR 28.00$ 67,200.00$

CHAIN SAW

GENERAL LABOR

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE B, SOLID WHITE EDGE LINE

PAVEMENT MARKINGS, TYPE B, SOLID YELLOW CENTERLINE

PAVEMENT MARKINGS, TYPE B, SOLID WHITE STOP LINE, 24-INCH WIDTH

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, FLAGGER

PAVEMENT MARKINGS, TYPE B, SOLID WHITE HATCH LINE, 12-INCH WIDTH

PAVEMENT MARKINGS, TYPE B, BROKEN YELLOW CENTERLINE

PAVEMENT MARKINGS, TYPE B, DOTTED WHITE EDGE LINE

PAVEMENT MARKINGS, TYPE B, TURN ARROW, LEFT

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

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