A002_Chickaloon.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 05/02/2017 N/A See Block 14

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

DTFH7016B00007

9B. DATED (SEE ITEM 11)

04/12/2017

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).

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.)

AK DOT 135(5), Glenn Highway Rehabilitation West Chickaloon Grade Section: MP 77.4 to 78.2

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 05/02/2017 Project No.: AK DOT 135(5) Solicitation No. DTFH7016B00007 Project Name: Glenn Highway Rehabilitation Page 2 West Chickaloon Grade Section: MP 77.4 to 78.2

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-9. Item No. 20401-0000 Roadway Excavation. Revises quantity.

SPECIAL CONTRACT REQUIREMENTS

Page E-15, Subsection 107.10(d), Other Requirements. Revises 107.10(d)(10).

Page F-3, Subsection 204.09(b), Embankments over an existing asphalt, concrete, or gravel surface. Requires asphalt removal.

Page F-4, Subsection 204.16, Measurement. Revises measurement of roadway excavation.

PLANS

Plan sheet B.1 Summary of Quantities, Pay Item Number 20401-0000 Roadway Excavation. Revises quantity.

Plan sheet D.1 Tabulation of Roadway Quantities, Item 20401-0000 Roadway

Excavation. Revises quantity.

ENCLOSURES

Pages:

A-7 through A-12 E-15 F-3 through F-4

Plan Sheets:

B.1 D.1

Notice to Bidders: Please submit revised pages A-7 through A-12 with your bid.

A-7

Bid Schedule

Project: AK DOT 135(5)

GLENN HIGHWAY REHABILITATION, CHICKALOON GRADE SECTION

MP 77.4 TO 78.2

Bidders 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 bid 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 Amount Bid for the item will be based on the Unit Bid Price.

When a “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 the amounts bid for all pay items and insert the total bid amount.

BRAND NAME OR EQUAL NOTIFICATION

If providing other than the listed brand name products, complete the following (See FAR Provision 52.211-6, Brand Name or Equal):

For Subsection 718.19, Glass Beads for Methyl Methacrylate Pavement Markings, which is incidental, our firm offers in lieu of the brand name specified in Subsection 718.19 Glass Beads for Methyl Methacrylate Pavement Markings, Swarco, Megalux-Beads:

Brand:________________________________________________________________

Manufacturers Name:____________________________________________________

Include with your bid all documents needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section. The determination as to the equality of the product offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to the contracting office. If proposed “equal” is determined by the government to be “not equal”, bid will be considered nonresponsive.

Page A-8

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

Project No: AK DOT 135(5)

Name: Glenn Highway Rehabilitation West Chickaloon Grade SeCQ = "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 $

15703-1000

Line A0120 10.0 ACRE $ $

15704-1000

Line A0140 2,750 SQYD $ $

15705-0100

Line A0160 7,500 LNFT $ $

15705-0300

Line A0180 700 LNFT $ $

15705-1500

Line A0200 34,000 LNFT $ $

15706-0200

Line A0220 35 EACH $ $

15706-1600

Line A0240 6 EACH $ $

15707-1000

Line A0260 104 SLRY $ $

15720-0000

Line A0280 ALL LPSM $

15801-0000

Line A0300 600 MGAL $ $

20101-0000

Line A0320 17.0 ACRE $ $

20301-2400

Line A0340 15 EACH $ $

Schedule Total: ________________________

Submitted by: _________________________

CLEARING AND GRUBBING

REMOVAL OF SIGN

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SOIL STABILIZATION (ROLLED EROSION CONTROL PRODUCT, TYPE 4)

SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

STORM WATER POLLUTION PREVENTION PLAN

WATERING FOR DUST CONTROL

SOIL EROSION CONTROL, PLASTIC LINING

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SLOPE DRAINS

SOIL EROSION CONTROL, COMPOST SOCK

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

david.l.mariman Rectangle

Page A-9

Account: ALL

Project No: AK DOT 135(5)

Name: Glenn Highway Rehabilitation West Chickaloon Grade SeCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20302-1200

Line A0360 1,400 LNFT $ $

20302-1300

Line A0380 400 LNFT $ $

20401-0000

Line A0400 695,867 CUYD [A002] $ $

20411-0000

Line A0420 31,500 TON $ $

20701-0900

Line A0440 820 SQYD $ $

25120-2000

Line A0460 500 LNFT $ $

30202-2000

Line A0480 9,000 TON $ $

30302-1000

Line A0500 300 LNFT $ $

40301-0100

Line A0520 5,400 TON $ $

41201-0000

Line A0540 9 TON $ $

41301-0400

Line A0560 1,387 SQYD $ $

55901-0000

Line A0580 1,869 SQYD $ $

56001-0000

Line A0600 1,151 SQYD $ $

60201-0800

Line A0620 124 LNFT $ $

60201-1000

Line A0640 80 LNFT $ $

61701-1300

Line A0660 1,950 LNFT $ $

61702-0600

Line A0680 1 EACH $ $

TERMINAL SECTION, TYPE FLARED

ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH (BRIDGE DECK)

MEMBRANE WATERPROOFING

REMOVAL OF CONCRETE BY HYDRODEMOLITION

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE D

RIPRAP DITCH, METHOD B

ROADWAY AGGREGATE, METHOD 2

REMOVAL OF GUARDRAIL

24-INCH PIPE CULVERT

36-INCH PIPE CULVERT

GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL OR WOOD POSTS

REMOVAL OF GUARDRAIL, CONCRETE BARRIER

ROADWAY EXCAVATION

SELECT BORROW

DITCH RECONDITIONING

ASPHALT CONCRETE PAVEMENT, TYPE 1

TACK COAT

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

Page A-10

Account: ALL

Project No: AK DOT 135(5)

Name: Glenn Highway Rehabilitation West Chickaloon Grade SeCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61702-0800

Line A0700 2 EACH $ $

61707-0000

Line A0720 92 LNFT $ $

61708-1000

Line A0740 180 LNFT $ $

61709-4000

Line A0760 2 EACH $ $

62201-0250

Line A0780 80 HOUR $ $

62201-1000

Line A0800 80 HOUR $ $

62201-1300

Line A0820 40 HOUR $ $

62201-2050

Line A0840 40 HOUR $ $

62201-2850

Line A0860 60 HOUR $ $

62201-3400

Line A0880 80 HOUR $ $

62301-0000

Line A0900 100 HOUR $ $

62402-0300

Line A0920 9.0 ACRE $ $

62406-0300

Line A0940 9.0 ACRE $ $

62501-0000

Line A0960 16.5 ACRE $ $

62525-0000

Line A0980 3,000 MGAL $ $

63302-0000

Line A1000 85 SQFT $ $

63309-0000

Line A1020 6 EACH $ $

WATER

SIGN SYSTEM

DELINEATOR

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

GENERAL LABOR

FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

TURF ESTABLISHMENT

REMOVE AND RESET, GUARDRAIL

REMOVE AND RESET, TERMINAL SECTION

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

ROLLER

TERMINAL SECTION TYPE TANGENT

STRUCTURE TRANSITION RAILING

Page A-11

Account: ALL

Project No: AK DOT 135(5)

Name: Glenn Highway Rehabilitation West Chickaloon Grade SeCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63316-1000

Line A1040 19 EACH $ $

63401-0000

Line A1060 9,000 LNFT $ $

63401-0000

Line A1080 5,600 LNFT $ $

63401-0000

Line A1100 2,600 LNFT $ $

63401-0000

Line A1120 240 LNFT $ $

63501-1000

Line A1140 ALL LPSM $

63502-1250

Line A1160 175 EACH $ $

63502-1300

Line A1180 175 EACH $ $

63502-1600

Line A1200 12 EACH $ $

63502-2000

Line A1220 2 EACH $ $

63502-2100

Line A1240 6 EACH $ $

63503-0300

Line A1260 90 LNFT $ $

63503-0400

Line A1280 4,000 LNFT $ $

63503-0700

Line A1300 18,000 LNFT $ $

63504-1000

Line A1320 340 SQFT $ $

63506-0600

Line A1340 3,300 HOUR $ $

63509-1000

Line A1360 18,000 FXHR 84.00$ 1,512,000.00$

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

PAVEMENT MARKINGS (MMA SOLID BROKEN YELLOW)

PAVEMENT MARKINGS (MMA STOP BAR)

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

REMOVE AND RESET SIGN

PAVEMENT MARKINGS (MMA SOLID WHITE)

PAVEMENT MARKINGS (MMA SOLID YELLOW)

Page A-12

Account: ALL

Project No: AK DOT 135(5)

Name: Glenn Highway Rehabilitation West Chickaloon Grade SeCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63701-0000

Line A1380 1 EACH $ $

63704-0000

Line A1400 3 EACH $ $

64620-0400

Line A1420 3 EACH $ $

FIELD OFFICE

VEHICLE

REMOVE AND RESET MAILBOX

E-15 DIVISION 100

Special Contract Requirements Project: AK DOT 135(5) GLENN HIGHWAY REHABILITATION WEST CHICKALOON

GRADE SECTION: MP 77.4 TO 78.2

within this location, several options may be available for disposal or reuse, as approved by ADEC. Provide an ADEC-approved copy of the final report for this site.

An Environmental Site Assessment/Release Investigation (Phase II Environmental Site Assessment/Release Investigation) is available in Physical Data. It describes the field survey and cleanup efforts performed shortly after the spill occurred.

Nothing in this contract is intended to impose on the Contractor the status under state or federal law of a facility owner or operator or the status of an owner or generator of the hazardous substances or contaminated materials that existed on the designated sites before the contract. The Contractor must carefully abide by all applicable laws, regulations, plans and practices to avoid becoming a facility owner or operator, or an owner or generator of contaminated materials by a release of hazardous substances.

Revised by Amendment A002

F-3 DIVISION 200

Project: AK DOT 135(5) GLENN HIGHWAY REHABILITATION WEST CHICKALOON

GRADE SECTION: MP 77.4 TO 78.2

204.09 Preparing Foundation for Embankment Construction. Delete paragraph (b) and substitute the following:

(b) Embankments over an existing asphalt, concrete, or gravel road surface.

Scarify gravel roads to a minimum depth of 6 inches. Remove existing asphalt pavement and scarify existing aggregate base to a depth of 6 inches. Compact according to Subsection 204.11.

204.10 Embankment Construction. Amend as follows:

Delete the first paragraph and substitute the following:

Incorporate only suitable roadway excavation material into the embankment. Suitable material must conform to Subsection 704.06, Unclassified Borrow. Excavated material may require processing to meet requirements of Subsection 704.06. Adequate material quantities for embankment construction are available from Roadway Excavation in the project limits.

Construct embankments as follows:

Delete paragraph (b) and substitute the following:

(b) Embankment within the roadway prism. Place embankment material in horizontal layers not exceeding 12 inches (300 millimeters) in compacted thickness. Incorporate oversize boulders or rock fragments into the 12-inch (300-millimeter) layers by reducing them in size. Compact each layer according to Subsection 204.11 before placing the next layer.

Material composed predominately of boulders or rock fragments too large for 12-inch (300-millimeter) layers may be placed in layers up to 24 inches (600 millimeters) thick.

Incorporate oversize boulders or rock fragments into the 24-inch (600 millimeter) layer by reducing them in size as follows:

(1) Reduce rock to less than 24 inches (600 millimeters) in the largest dimension;

(2) Distribute rock within the embankment to prevent nesting;

(3) Place layers of embankment material around each rock to a depth not greater than that permitted by Subsection 204.10(b). Fill voids between rocks; and

(4) Compact each layer according to Subsection 204.11(a) before placing the next layer.

Construct the top 12 inches of the embankment with 6-inch minus material conserved from the roadway cuts.

F-4 DIVISION 200

Project: AK DOT 135(5) GLENN HIGHWAY REHABILITATION WEST CHICKALOON

GRADE SECTION: MP 77.4 TO 78.2

204.13 Sloping, Shaping, and Finishing. Add the following:

(e) Temporary Slopes. Submit a plan for temporary slopes planned to be left in place during winter shutdown periods for approval a minimum of 30 days in advance of winter shutdown activities.

204.14 Disposal of Unsuitable or Excess Material. Delete the text of this Subsection and substitute the following:

Excess suitable material may be disposed of within roadway obliteration areas that are outside of the roadway prism, as approved.

If material is disposed of off the project, comply with Subsections 105.02, 107.02 and 107.10 as well as any applicable local, State, and Federal laws.

Dispose contaminated waste per Subsection 107.10(d)(10) at an ADEC-approved treatment facility.

Measurement

204.16 Amend as follows:

Delete paragraph (a)(1)(a) Roadway prism excavation and substitute the following:

(a) Roadway prism excavation and asphalt pavement removed from foundations according to Subsection 204.09(b). Use the design volume. The design volume is defined as the bid schedule quantity less any allowance, as shown in the summary of quantities sheet of the plans. This volume is subject to adjustments resulting from changes to slope stakes according to Subsection 152.05(d) or if anticipated hinge point locations identified on the compound cut detail varies.

Add the following:

The Contractor is responsible for any necessary verification of the fuel spill location, any costs due to possible field screening, as well as costs for any necessary handling and disposal of disturbed soils in accordance with ADEC regulations and requirements.

Handling, treating and disposing of contaminated soil encountered during the project will not be measured for payment.

Sheet and Description

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

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporary Traffic Control

Bridge Permanent 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

A0120 15703-1000 SOIL EROSION CONTROL, SOIL

STABILIZATION (ROLLED EROSION CONTROL

PRODUCT, TYPE 4) ACRE 6.1 3.9 10.0

A0140 15704-1000 SOIL EROSION CONTROL, PLASTIC LINING SQYD 2,500 250 2,750

A0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 6,830 670 7,500

A0180 15705-0300 SOIL EROSION CONTROL, SLOPE DRAINS LNFT 465 235 700

A0200 15705-1500 SOIL EROSION CONTROL, COMPOST SOCK LNFT 28,412 5,588 34,000

A0220 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 30 5 35

A0240 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT EACH 4 2 6

A0260 15707-1000 SOIL EROSION CONTROL, TEMPORARY TURF

ESTABLISHMENT SLRY 84 20 104

A0280 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL ALL

A0300 15801-0000 WATERING FOR DUST CONTROL MGAL 550 50 600

A0320 20101-0000 CLEARING AND GRUBBING ACRE 16.3 0.7 17.0

A0340 20301-2400 REMOVAL OF SIGN EACH 13 2 15

A0360 20302-1200 REMOVAL OF GUARDRAIL LNFT 1,306 94 1,400

A0380 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER LNFT 390 10 400

A002 A0400 20401-0000 ROADWAY EXCAVATION CUYD 650,958 614 44,295 695,867

A0420 20411-0000 SELECT BORROW TON 30,065 1,435 31,500

A0440 20701-0900 SEPARATION-STABILIZATION GEOTEXTILE,

CLASS 2, TYPE D SQYD 739 81 820

A0460 25120-2000 RIPRAP DITCH, METHOD B LNFT 450 50 500

A0480 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 8,319 681 9,000

A0500 30302-1000 DITCH RECONDITIONING LNFT 300 300 As directed by the CO.

A0520 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 5,097 303 5,400

A0540 41201-0000 TACK COAT TON 8 1 9

A0560 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH

DEPTH (BRIDGE DECK) SQYD 1,387 1,387

A0580 55901-0000 MEMBRANE WATERPROOFING SQYD 1,869 1,869

A0600 56001-0000 REMOVAL OF CONCRETE BY HYDRODEMOLITION SQYD 1,151 1,151

A0620 60201-0800 24-INCH PIPE CULVERT LNFT 112 12 124

A0640 60201-1000 36-INCH PIPE CULVERT LNFT 74 6 80

A0660 61701-1300 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A

STEEL OR WOOD POSTS LNFT 1,838 113 1,950

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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

STATE PROJECT

B.1DOT 135(5)AK

SHEET

NUMBER