Amendment_A001.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 06/10/2019 N/A See Block 10

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 69056719B000012

9B. DATED (SEE ITEM 11)

05/15/2019

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.)

OR DOT 16(1), US20 Santiam Junction - Jack Lake Rd

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 06-06-19 OR DOT 16(1) Solicitation No. 69056719B000012 US20 Santiam Junction - Jack Lake Rd

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Pages A-7 through A-12. Revises entire schedule to modify description for Pay Items Nos. 63401-1700 and 63401-1800.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page E-20, Subsection 108.01 Commencement, Prosecution, and Completion of Work.

Deletes Subsection (c) and Revises Subsection (d).

Page F-40, Subsection 634.02, under the Materials Subtitle. Adds limitations for ODOT Type B-HS pavement markings.

Page F-41, Subsection 634.07 Thermoplastic Markings (Type H and Type I). Revises requirements for pavement markings.

Page I-3, Construction Sequence Subsection of Section I. Deletes the first four lines.

PLANS

Plan Sheets B.1 through B.2 Revises Summary of Quantity Sheets to modify descriptions for Pay Item Nos. 63401-1700 and 63401-1800.

Plan Sheets D.2 through D.28 Deletes Note 1 on all Sheets.

Plan Sheet F.1 Revises descriptions for Pay Item Nos. 63401-1700 and 63401-1800; and Deletes Note 1.

Plan Sheet F.6 Deletes Note 2.

ENCLOSURES

Pages:

A-7 through A-12 E-20 F-40 through F-41 I-3

Notice to Bidders: Please submit revised pages A-7 through A-2 with your bid.

Plan Sheets:

B.1 through B.2 D.2 through D.28 F.1 F.6

RESERVED

A-7

BID SCHEDULE INSTRUCTIONS

Bidder/Offeror 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.

A+B BIDDING

When completing the bid schedule, provide the number of calendar days necessary to complete all contract work from the Notice to Proceed until the day of final construction completion, both dates included. The total number of calendar days bid will become the basis for determining the fixed contract completion date (see subsection 108.03).

It is against this date that liquidated damages will be assessed according to Subsection 108.04. The number of calendar days bid may not exceed 112 days.

Multiply the number of days bid by the Road User/Administrative Cost of $8,400.00 per day to determine the Road User/

Administrative Cost Subtotal (Part B).

Add the Construction Cost Subtotal (Part A) to the Road User/Administrative Cost Subtotal (Part B) to determine the Bid Schedule

Project Total (Part A+B).

Bid Schedule

Project No:OR DOT 16(1)

Project Name:US20: Santiam Junction - Jack Lake Rd. Revised by Amendment A001

A-8

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1020 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A1040 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1060 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A1080 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A1100 20301-0700 REMOVAL OF DELINEATOR

780 EACH $____________ $____________

A1120 20301-2400 REMOVAL OF SIGN

2 EACH $____________ $____________

A1140 20301-3700 REMOVAL OF TERMINAL SECTION

6 EACH $____________ $____________

A1160 20302-0500 REMOVAL OF CURB, CONCRETE

50 LNFT $____________ $____________

A1180 20302-1200 REMOVAL OF GUARDRAIL

250 LNFT $____________ $____________

A1200 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

44,000.00 TON $____________ $____________

A1240 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

500 TON $____________ $____________

A1280 41201-0000 TACK COAT

170 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-9

A1300 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

400,000 SQYD $____________ $____________

A1320 41301-1200 ASPHALT PAVEMENT MILLING, 5-INCH DEPTH

1,000 SQYD $____________ $____________

A1340 55225-0000 CLEAN AND RESEAL JOINTS

120 LNFT $____________ $____________

A1360 56901-0000 CONCRETE OVERLAY (MULTI-LAYER CONCRETE POLYMER OVERLAY)

415 SQYD $____________ $____________

A1400 60901-0400 CURB, CONCRETE, 6-INCH DEPTH

50 LNFT $____________ $____________

A1420 61702-0000 TERMINAL SECTION

6 EACH $____________ $____________

A1440 61704-2000 REPLACEMENT POST, WOOD

6 EACH $____________ $____________

A1460 61704-4000 REPLACEMENT BLOCKOUT

6 EACH $____________ $____________

A1480 61710-0000 RAISING GUARDRAIL

150 LNFT $____________ $____________

A1500 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

16 HOUR $____________ $____________

A1520 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

16 HOUR $____________ $____________

A1540 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

16 HOUR $____________ $____________

A1560 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-10

A1580 63301-0000 SIGN SYSTEM

1 EACH $____________ $____________

A1600 63309-0100 DELINEATOR, TYPE 1

780 EACH $____________ $____________

A1620 63309-1300 DELINEATOR, TYPE SNOW POLE, 12 FEET

40 EACH $____________ $____________

A1640 63313-0000 RUMBLE STRIP

89,500 LNFT $____________ $____________

A001 A1660 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

250,000 LNFT $____________ $____________

A001 A1680 63401-1800 PAVEMENT MARKINGS, TYPE I, BROKEN

30,200 LNFT $____________ $____________

A1700 63405-3300 PAVEMENT MARKINGS, TYPE I, TURN ARROW (TYPE B-HS, PRE-FORMED,

FUSED THERMO-PLASTIC FILM)

16 EACH $____________ $____________

A1720 63502-0300 TEMPORARY TRAFFIC CONTROL, ARROW BOARD, TYPE C

2 EACH $____________ $____________

A1740 63502-0500 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

4 EACH $____________ $____________

A1760 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

5 EACH $____________ $____________

A1780 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

75 EACH $____________ $____________

A1800 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

24 EACH $____________ $____________

A1820 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C (FLAGGER

STATION LIGHTING)

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-11

A1840 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

A1860 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

149,900 LNFT $____________ $____________

A1880 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

874 SQFT $____________ $____________

A1900 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

800 HOUR $____________ $____________

A1920 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

65 DAY $____________ $____________

A1940 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,200 FXHR $62.00 $198,400.00

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A-12

Bid Schedule Summary

Schedule A (Base)

Schedule A

Part A

Schedule A - Base (A-8 through A-11) Bid Total

Part B

Number of Calendar Days* Road User/Administrative Cost Amount Bid

$8,400.00

*The number of calendar days used shall include all weekends, holidays, periods of inclement weather, winter shutdown periods, and all other days during which work may or may not be performed. The number of calendar days bid may not exceed 112 days.

Total for Schedule A (A+B)

Submitted By: ________________________________

Bid Schedule

E-20 DIVISION 100

Special Contract Requirements Project: OR DOT 16(1), US20: Santiam Junction – Jack Lake Rd.

Section 108. — PROSECUTION AND PROGRESS

12/17/18– FP-14

108.01 Commencement, Prosecution, and Completion of Work. Add the following:

Furnish at least a 48-hour advanced notice before changing the current work schedule. Work schedule changes that include additional shifts require a 14-day advanced notice.

Perform work under this contract according to the following:

(a) Limit work as provided for in Sections 105, 107, and 157.

(b) Limit work as provided for in Subsection 156.07.

(c) Do not blast at Hogg Rock Quarry prior to July 15, 2019, unless approved in writing by the

CO.

(d) Milling and paving work east of 328+00 may not begin until July 15, 2019, unless approved in writing by the CO.

(e) Do not work in the pullouts at 83+00 RT, 282+00 LT, and 541+00 RT beyond 66 feet from roadway centerline until additional right-of-way has been obtained and as directed by the CO. Right-of-way is anticipated to be cleared by June 2019.

108.01A Labor. (Added Subsection).

Follow the requirements of FAR Clause 52.222-6 Construction Wage Rate Requirements.

Adjacent or virtually adjacent work sites, as used in FAR Clause 52.222-6, are defined to be work sites within ½ mile of the project. Application of Construction Wage Rate Requirements (Davis- Bacon Act) for work sites beyond ½ mile of the project will be determined by the CO.

108.03 Determination and Extension of Contract Time. Amend as follows:

Add the following after the first paragraph:

The fixed completion date will be determined by adding the number of calendar days bid (including the effective date of the notice to proceed and the final contract completion date) to the effective date of the notice to proceed. The number of calendar days bid may not exceed 112 days.

This fixed completion date is the latest date allowed for completion of all contract work.

Add the following to paragraph (c):

No adjustment in contract time or amount will be made for stop orders issued under Subsection 108.05(a) or (b), except an adjustment in contract time, as provided by FAR Clause 52.249-10 Default (Fixed-Price Construction), may be made when the Contractor is able to demonstrate that the weather was unusually severe based on the most recent 10 years of historical data.

Revised by Amendment A001

F-40 DIVISION 600

Project: OR DOT 16(1), US20: Santiam Junction – Jack Lake Rd.

Section 634. — PERMANENT PAVEMENT MARKINGS

07/20/15– FP-14

Materials

634.02 Add the following:

Provide permanent pavement markings from the ODOT Qualified Products List (QPL). Provide pavement markings that are ODOT Type B-HS, Pre-formed, Fused, Thermoplastic Film, Inlaid where applicable.

Construction Requirements

634.03 General Amend as follows:

Add the following before the first sentence of the first paragraph:

Match existing pavement marking configurations.

Apply paint to the finished surface(s) after adequate curing period per the marking manufacturer’s recommendation for the surface type being striped. Furnish written documentation from the manufacturer.

Delete the last sentence of the fourth paragraph and substitute the following:

Place the centerline stripe along the existing striped centerline.

Add the following after the second sentence of the seventh paragraph:

Apply markings when sustained wind speeds are less than or equal to 10 miles (16 kilometers) per hour.

Add the following:

At least 7 days before the start of on-site work, submit a written Pavement Marking Plan (PMP) for acceptance. Do not perform any on-site work without an approved PMP. Review all existing pavement markings within the work area. Prepare a PMP documenting all pavement markings with photographs, drawings, and a written narrative describing the planned action to duplicate and replace markings after surface treatments are completed. Include documentation of all striping, arrows, text, and any other painted markings in the PMP. Include a Pavement Markings Summary Tabulation of actual pavement markings in the PMP to be used for measurement and payment.

Refer to Section 156 Public Traffic for temporary traffic control requirements and limitations on public traffic.

F-41 DIVISION 600

Project: OR DOT 16(1), US20: Santiam Junction – Jack Lake Rd.

634.07 Thermoplastic Markings (Type H and Type I). Delete Add the following to Subsection

(b) and substitute the following:

(b) Type I. Type I for turn arrows corresponds to ODOT Standard Pavement Marking Type B-HS: Preformed, Fused Thermoplastic Film High Skid. Install preformed, fused thermoplastic film high skid, that has intermixed reflective elements with factory installed crushed glass or aggregate on the surface for all pavement markings as turn arrow markings shown on the plans. Install the preformed, fused thermoplastic film high skid turn arrow markings to achieve a minimum initial skid resistance greater than or equal to 50 British Pendulum Number (BPN) when tested according to ASTM E303. Apply thermoplastic turn arrow markings when pavement and air temperatures are 50°F (10°C) and rising.

1. PROJECT DESCRIPTION

CONSTRUCTION ACTIVITIES

The Federal Highway Administration Western Federal Lands Highway Division (WFLHD) in partnership with the Oregon Department of Transportation (ODOT) propose pavement improvement along US-20 (OR-16), beginning at approximate MP 74.50 (Santiam Junction) and ending at approximate MP 88.19 (Jack Lake Road). The pavement condition has started to rapidly decline and is showing low severe fatigue and longitudinal cracking as well as significant wear from snow plowing. US-20 is a part of the state highway system under the jurisdiction and control of the Oregon Transportation Commission (OTC). ODOT has jurisdictional authority to operate and maintain the existing facility and will operate and maintain the completed project at its expense.

The proposed ODOT project is along US-20, beginning at approximate Milepost (MP) 74.50 and would end at approximate MP 88.19. Pavement condition has started to rapidly decline and is showing low severity fatigue and longitudinal cracking. The pavement also shows significant wear from the snow plowing. The last treatment was multi-lift, and raised the grade 2.0”. There appears to be adequate pavement structure for now. There is a large portion of the shoulders that have cracking. The shoulders will be included in the inlay treatment. Maintenance will need to continue placing an increasing amount of patches to hold this section together. This location is difficult to keep safely maintained. This is a major pass and freight route. This section of highway will need a multi-lift treatment and costs will increase significantly if deferred past 2021.

The proposed project will inlay two inches of Level 4, ½” Dense, Lime Treated Asphalt Concrete Pavement Wearing Course, PG64-28 for the full width of the existing roadway between MP 74.50 to MP 88.19 to improve pavement condition and ride while extending the life of the facility. The proposed project is a 1R inlay only which is expected to be contained within the existing edges of pavement. However, additional or extended guardrails, or culverts, could require survey work to plat sections of the highway passing through federally owned land where an easement is absent. Right of way acquisition of easements from the federal government may be required. Signs for lane reductions will need to be included to match striping updates. This section is programmed for inlaid durable (thermoplastic) per the Region 2 Striping Strategy.

Inlaid pavement markers should also be considered. This project is located between approximate coordinates 44.4358 N, 121.9452 W (MP 74.50) and 44.4239 N, 121.7073 W (MP88.19). The length of the project is approximately 13.69 miles.

CONSTRUCTION SEQUENCE

Construction activities and sequencing will generally be as follows:

April 23, 2019 – Contract Advertisement

July 16, 2019 – Notice to Proceed

July 19, 2019 – October 17, 2019 – All construction activities

I-3

Erosion and Sedimentation Control Plan Narrative Project: OR DOT 16(1), US 20: Santiam Junction – Jack Lake Rd.

Sheet and Description

Section C Section D Section E Section F

Typical Section Plan and Plan Temporary Traffic

Control

Permanent Traffic

Control Miscellaneous Allowance

Bid

Schedule

A1000 15101-0000 MOBILIZATION LPSM ALL

A1020 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A1040 15401-0000 CONTRACTOR TESTING LPSM ALL

A1060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A1080 15701-0000 SOIL EROSION CONTROL LPSM ALL

A1100 20301-0700 REMOVAL OF DELINEATOR EACH 762 18 780

A1120 20301-2400 REMOVAL OF SIGN EACH 2 2

A1140 20301-3700 REMOVAL OF TERMINAL SECTION EACH 6 6

A1160 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 50 50

A1180 20302-1200 REMOVAL OF GUARDRAIL LNFT 150 100 250

A1200 40101-0600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH

NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 42397 1603 44,000.00

A1240 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 424 76 500

A1280 41201-0000 TACK COAT TON 163 7 170

A1300 41301-0600 ASPHALT PAVEMENT MILLING,

2-INCH DEPTH SQYD 386984 13016 400,000

A1320 41301-1200 ASPHALT PAVEMENT MILLING,

5-INCH DEPTH SQYD 934 66 1,000

A1340 55225-0000 CLEAN AND RESEAL JOINTS LNFT 112 8 120

A1360 56901-0000 CONCRETE OVERLAY (MULTI-LAYER

CONCRETE POLYMER OVERLAY) SQYD 415 415

A1400 60901-0400 CURB, CONCRETE, 6-INCH DEPTH LNFT 50 50

A1420 61702-0000 TERMINAL SECTION EACH 6 6

A1440 61704-2000 REPLACEMENT POST, WOOD EACH 6 6

A1460 61704-4000 REPLACEMENT BLOCKOUT EACH 6 6

A1480 61710-0000 RAISING GUARDRAIL LNFT 150 150

A1500 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 16 16

A1520 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 16 16

A1540 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 16 16

A1560 62301-0000 GENERAL LABOR HOUR 80 80

A1580 63301-0000 SIGN SYSTEM EACH 1 1

A1600 63309-0100 DELINEATOR, TYPE 1 EACH 762 18 780

Revised by Amendment A001 Amendment Review Date: 06/10/19 Report Date: 06/06/19

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -J u n -2

:1 P

M

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated

Quantities

C

U s e rs

\e k it z m il \D o w n lo a d s s u m m a ry

.x ls m ]S h e e t

STATE PROJECT

B1OR DOT 16(1)OR

SHEET

NUMBER

Sheet and Description

Section C Section D Section E Section F

Typical Section Plan and Plan Temporary Traffic

Control

Permanent Traffic

Control Miscellaneous Allowance

Bid

Schedule

A1620 63309-1300 DELINEATOR, TYPE SNOW POLE,

12 FEET EACH 40 40

A1640 63313-0000 RUMBLE STRIP LNFT 89219 281 89,500

A001 A1660 63401-1700 PAVEMENT MARKINGS, TYPE I,

SOLID LNFT 243770 6230 250,000

A001 A1680 63401-1800 PAVEMENT MARKINGS, TYPE I,

BROKEN LNFT 29342 858 30,200

A1700 63405-3300 PAVEMENT MARKINGS, TYPE I,

TURN ARROW (TYPE B-HS,

PRE-FORMED, FUSED

THERMO-PLASTIC FILM) EACH 16 16

A1720 63502-0300 TEMPORARY TRAFFIC CONTROL,

ARROW BOARD, TYPE C EACH 2 2

A1740 63502-0500 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 2 EACH 4 4

A1760 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 5 5

A1780 63502-1200 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 28-INCH EACH 75 75

A1800 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 24 24

A1820 63502-1700 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE C (FLAGGER

STATION LIGHTING) EACH 4 4

A1840 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 3 3

A1860 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 144566 5334 149,900

A1880 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 874 874

A1900 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 800 800

A1920 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 65 65

A1940 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 3,200 3,200

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of Estimated

Quantity

-J u n -2

:1 P

M

A001 Revised by Amendment A001

Review Date: 06/10/19 Report

Date: 06/06/19

C

U s e rs

\e k it z m il \D o w n lo a d s s u m m a ry

.x ls m ]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number

STATE PROJECT

B2OR DOT 16(1)OR

NUMBER

Revised by Amendment A0011

F.1

PAVEMENT MARKINGS

TABULATION OF

NOTE:

F J L fa .d g n

I n t_ ft

D

STATE PROJECT

NUMBER

OR OR DOT 16(1)

C h e c k e d b y K

L a n g

D e s ig n e d b y E J a m e s

Station ranges and quantities are approximate.

Match permanent pavement markings to existing.

Markings, Type I).

Fused Thermoplastic Film, Inlaid (Pay Item Pavement

Stripe pavement with ODOT Type B-HS, Pre-formed, 2.

1.

Revised by Amendment A0011

F.6

NON-PROFILED

SURFACE & GROOVE INSTALLED

PAVEMENT MARKINGS

DURABLE & HIGH PERFORMANCE

NOTE:

Groove Installed Markings Surface Installed Markings

Pavement Marking Material Type

Durable Method 'A' & Method 'D'

High Performance

Groove Depth

220 ± 20 mils

60 ± 10 mils

Recess Depth

45 ± 5 mils

Thickness

Material

25 mils Varies

Varies

Depth

Groove

SECTION A - A

SECTION B - B

Pavement Marking Material Type

Durable Method 'A' & Method 'B' & Method 'D'

High Performance 25 mils

120 mils

Thickness

Thickness

Material to top of material from top of pvmt.

Recess depth Marking Material

Taper

3 ± 1 in.

Marking Length

Taper

3 ± 1 in.

Width

Marking Marking Width

Marking Length

Top of pavement Thickness

Material

SURFACE INSTALLED MATERIAL THICKNESSGROOVE INSTALLED GROOVE AND MATERIAL DIMENSIONS

Top of pvmt.

Type B-HS Thermoplastic 150 ± 10 mils 125 mils 25 ± 5 mils

F J L fd .d g n

I n t_ ft

D

STATE PROJECT

NUMBER

OR OR DOT 16(1)

C h e c k e d b y K

L a n g

D e s ig n e d b y E J a m e s

NO SCALE

AA BB

±0.0125 in.

Marking Width +

2.

1.

3.

May 31, 2019.

ODOT standard drawing TM521 effective December 1, 2018 to

Pavement Marking Standard Detail Blocks detail adapted from

Thermoplastic Film, Inlaid (Pay Item Pavement Markings, Type I).

Stripe pavement with ODOT Type B-HS, Pre-formed, Fused

See Sheet F.1 for pavement marking tabulation.