A003_Naukati.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)

A003 10/23/15 N/A AK USFS 2060(1)

NAUKATI RD RECONSTRUCTION

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-00009

9B. DATED (SEE ITEM 11)

9/22/15

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 (_X_ ) is extended, ( ) 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 USFS 2060(1), NAUKATI ROAD RECONSTRUCTION

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. A003, dated 10/23/2015 AK USFS 2060(1) Solicitation No. DTFH70-15-B-00009 Naukati Road Reconstruction

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

Page A-3, Block 13A. Revises bid opening date from 10/21/2015 to 10/29/2015.

BID SCHEDULE

Page A-9. Adds bid item 63701-0000 Field Office Page A-9 Adds bid item 63704-0000 Vehicle

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-47a Section 637 Add Section

PLANS

Plan sheet #A.2 Revises Index

Plan sheet #B.3 Adds bid items listed above

ENCLOSURES

Pages:

A-7 through A-9 F.47a through F.47b

Plan Sheets:

A.2 B.1 through B.3

Notice to Bidders: Please submit revised pages A-7 through A-9 with your bid.

New bid opening date: 10/29/2015

B I D S C H E D U L E Schedule A

Project No: AK USFS 2060(1)

Project Name: Naukati Road Reconstruction

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 $

15705-1500 Line A0140 2,510 LNFT $ $

15705-1500 Line A0160 29,884 LNFT $ $

15705-1500 Line A0180 11,636 LNFT $ $

15706-1600 Line A0200 1 EACH $ $

15707-1000 Line A0220 54 SLRY $ $

15801-0000 Line A0240 2,250 MGAL $ $

20101-0000 Line A0260 24.0 ACRE $ $

20301-1900 Line A0280 31 EACH $ $

20301-2400 Line A0300 2 EACH $ $

20401-0000 Line A0320 129,200 CUYD $ $

20402-0000 Line A0340 2,370 CUYD $ $

20410-0000 Line A0360 110 CUYD $ $

20411-0000 Line A0380 50,600 TON $ $

20450-1000 Line A0400 2,370 CUYD $ $

20450-1000 Line A0420 32,000 CUYD $ $

20701-0700 Line A0440 36,700 SQYD $ $

20701-1200 Line A0460 34,000 SQYD $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL AND ASSURANCE

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

CLEARING AND GRUBBING

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

ROADWAY EXCAVATION

SUBEXCAVATION

SELECT BORROW(GUY POLE PAD)

SOIL EROSION CONTROL, SEDIMENT WATTLE(CHECK DAMS)

SOIL EROSION CONTROL, SEDIMENT WATTLE(SLOPE PROTECTION)

SOIL EROSION CONTROL, SEDIMENT WATTLE

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

WATERING FOR DUST CONTROL

SELECT BORROW

BORROW, ROCK(SUBEX BACKFILL)

BORROW, ROCK

EARTHWORK GEOTEXTILE, TYPE II-A

EARTHWORK GEOTEXTILE, TYPE IV-A

Schedule Total: ________________________

Submitted by: _________________________

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Leeann.Bush Typewritten Text A-7

Project No: AK USFS 2060(1)

Project Name: Naukati Road Reconstruction

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20703-2000 Line A0480 36,700 SQYD $ $

21101-2000 Line A0500 3,407 SQYD $ $

25101-2000 Line A0520 120 CUYD $ $

25101-2000 Line A0540 300 CUYD $ $

25120-2000 Line A0560 3,747 LNFT $ $

27201-1000 Line A0580 6,948 SQFT $ $

30101-2000 Line A0600 15,500 TON $ $

30901-2000 Line A0620 11,800 TON $ $

30905-1200 Line A0640 236 TON $ $

40301-0000 Line A0660 241 TON $ $

40910-0800 Line A0680 52,400 SQYD $ $

40940-1300 Line A0700 219 TON $ $

60201-0800 Line A0720 1,922 LNFT $ $

60201-1000 Line A0740 616 LNFT $ $

60201-1400 Line A0760 114 LNFT $ $

60201-1600 Line A0780 74 LNFT $ $

60201-1800 Line A0800 62 LNFT $ $

60201-2200 Line A0820 88 LNFT $ $

61701-1250 Line A0840 3,925 LNFT $ $

61702-0800 Line A0860 14 EACH $ $

62101-0000 Line A0880 6 EACH $ $

62201-0250 Line A0900 80 HOUR $ $

62201-1000 Line A0920 40 HOUR $ $

ROADWAY OBLITERATION, METHOD 2

PLACED RIPRAP, CLASS 2(ENERGY DISSIPATOR)

PLACED RIPRAP, CLASS 2(RIPRAP HEADWALL)

RIPRAP DITCH, CLASS 2

REINFORCED SOIL SLOPE, GEOGRID

AGGREGATE BASE GRADING D(4-INCH COMPACTED DEPTH)

GEOGRID, BIAXIAL

36-INCH PIPE CULVERT

60-INCH PIPE CULVERT

72-INCH PIPE CULVERT

84-INCH PIPE CULVERT

108-INCH PIPE CULVERT

GUARDRAIL SYSTEM G4, TYPE 2, CLASS A WOOD POSTS

EMULSIFIED ASPHALT TREATED AGGREGATE BASE, GRADING D(4-INCH COMPACTED DEPTH)

EMULSIFIED ASPHALT, GRADE CSS-1

HOT ASPHALT CONCRETE PAVEMENT

SURFACE TREATMENT, DESIGNATION 2C

EMULSIFIED ASPHALT, GRADE CRS-2P

24-INCH PIPE CULVERT

TERMINAL SECTION TYPE TANGENT

MONUMENT(SETTLEMENT PLATE ASSEMBLY)

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

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A-8

Project No: AK USFS 2060(1)

Project Name: Naukati Road Reconstruction

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-1250 Line A0940 40 HOUR $ $

62201-3100 Line A0960 80 HOUR $ $

62201-3750 Line A0980 20 HOUR $ $

62301-0000 Line A1000 40 HOUR $ $

62405-0300 Line A1020 19,900 SQYD $ $

62503-0000 Line A1040 54 SLRY $ $

63302-0000 Line A1060 53 SQFT $ $

63502-0600 Line A1080 4 EACH $ $

63502-1000 Line A1100 150 EACH $ $

63502-1300 Line A1120 60 EACH $ $

63503-0400 Line A1140 1,170 LNFT $ $

63504-1000 Line A1160 241 SQFT $ $

63509-1000 Line A1180 7,000 FIX HR RATE $ $

63701-0000 Line A1182 1 EACH $ $

63704-0000 Line A1184 2 EACH $ $

64631-0000 Line A1200 1,628 LNFT $ $

64703-6000 Line A1220 46 EACH $ $

64704-1000 Line A1240 355 CUYD $ $

CHAIN SAW

GENERAL LABOR

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

TURF ESTABLISHMENT

SIGN SYSTEM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

BULLDOZER, 120HP MINIMUM FLYWHEEL POWER

HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY, 165HP MINIMUM FLYWHEEL POWER

VEHICLE

ROADSIDE DEVELOPMENT(BIOFILTRARTION SWALE)

MITIGATION, FISH PASSAGE BOULDER

MITIGATION, STREAMBED MATERIAL

TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

FIELD OFFICE

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Leeann.Bush Typewritten Text A003

Leeann.Bush Typewritten Text A003

Leeann.Bush Typewritten Text Submitted By:__________________ Schedule Total_____________

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A-9

F-47a

Special Contract Requirements Project: AK USFS 2060(1), Naukati Road Reconstruction

Delete the text of Section 637 and substitute the following:

Section 637. — FACILITIES AND SERVICES

Description

637.01 This work consists of furnishing, installing, maintaining, and removing facilities (including services). The facilities include; a Government field office and vehicles for the exclusive use of Government personnel.

Construction Requirements

637.02 General. Provide vehicles on the day of the Notice-To-Proceed date in FAR Clause 52.211.10, or at a later date if directed by the CO, and ending 30 days after final acceptance.

Provide Government office facilities at least 30 days prior to beginning any construction work (including staking), and ending 30 days after final acceptance.

Vehicles and facilities remain the property of the Contractor upon completion of the contract.

Perform all site work to set up and remove facilities. Provide weatherproof buildings or trailers in like-new condition. Locate the facilities within 2 miles of the project limits and at a location approved by the CO.

637.03 Facilities. Furnish facilities that are ample, safe, sanitary, and include the appropriate electrical service, potable water supply, toilet accommodations, and waste disposal services.

Provide cleaning services at the beginning and end of each construction season. Pay utility bills promptly for all facilities. Conform to all applicable ordinances, safety codes, and regulations.

(a) Vehicles. Provide two vehicles 2011 or newer, ½ ton, 4x4 wheel drive, one full size four door SUV, and one two-door pickup truck. Equip vehicle with a Citizen Band (CB) radio.

Vehicles shall have no visible company logos. Maintain vehicles in such a manner to provide safety and reasonable comfort for the operator with all factory equipment in working order.

Provide all fuels, maintenance, and collision and comprehensive insurance. Insurance is for Contractor protection. The government will be responsible for all government caused damage to the vehicles beyond normal wear and tear. The government will not indemnify the Contractor for government caused damage to third parties. Damage due to no fault of the government will be the responsibility of the contractor. Secure vehicle insurance according to Alaska state standards.

(b) Field office. Furnish and maintain one field office according to Tables 637-1 and 637-2.

Revised by Amendment A003

F-47b

Special Contract Requirements Project: AK USFS 2060(1), Naukati Road Reconstruction

Table 637-1 Minimum Requirements for Field Facilities

Property Field Office

Size 10 ft. wide by 45 ft. long

Rooms – number and type 4: 10 ft wide by 12 ft office with door, 10 ft wide by l0 ft long office, bathroom with sink and toilet Locking outside door – deadbolt with keys 2

Steps with slip proof treadand handrails (2) Windows with locks 3

Shelves, 12” depth. 12 sq ft Built in cabinets. -

Electrical lighting. Yes Heat and air conditioning, maintain temperature of 72±7 °F. Yes

Adequate electrical outlets. 8 Surge protectors. Yes

Adequate Electricity (120 and/or 240 volt, 60 cycle as applicable). Yes

Internet Service, minimum download speed of 1.5 Mbps and minimum upload speed of 256 Kbps. Yes

Sinks, with faucets for both hot and cold water. Yes

Adequate hot and cold water supply. Yes ( ) As required.

Table 637-2 Minimum Facility Furnishings and Services

Property Field Office

Table — 30-inch wide x 6 foot long x 30-inch high 3

Table — 30-inch wide x 5 foot long x 30-inch high 3

Table — 24-inch wide x 6 foot long x 30-inch high 2

Table — 24-inch wide x 5 foot long x 30-inch high 2

Desk — 12-square foot 2

Desk Lamp 2

File cabinet, 2-drawer, fire resistant, metal, with lock 2

File cabinet, 4-drawer, metal 1

Office chair 5

Plastic folding chairs 4

Storage cabinet 1

Fire extinguisher 1

Smoke Alarms 2

Revised by Amendment A003

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

AK

USFS 2060(1)

A

M

A u g u s t

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 a k f2 a b .d g n

C .C o n r a d

C h e c k e d b y

D e s ig n e d b y

Amendment A0033

Sheet and Description

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

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Reinforce d Soil Slopes

Safety Features

Temporar y 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 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LPSM ALL

A0140 15705-1500 SOIL EROSION CONTROL,

SEDIMENT WATTLE(CHECK DAMS) LNFT 2,510 2,510

A0160 15705-1500 SOIL EROSION CONTROL,

SEDIMENT WATTLE(SLOPE

PROTECTION) LNFT 29,884 29,884

A0180 15705-1500 SOIL EROSION CONTROL,

SEDIMENT WATTLE LNFT 11,636 11,636

A0200 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION

ENTRANCE EACH 1 1

A0220 15707-1000 SOIL EROSION CONTROL,

TEMPORARY TURF ESTABLISHMENT SLRY 54 54

A0240 15801-0000 WATERING FOR DUST CONTROL MGAL 2,250 2,250

A0260 20101-0000 CLEARING AND GRUBBING ACRE 24.0 24.0

A0280 20301-1900 REMOVAL OF PIPE CULVERT EACH 31 31

A0300 20301-2400 REMOVAL OF SIGN EACH 2 2

A0320 20401-0000 ROADWAY EXCAVATION CUYD 117,072 5,919 6,209 129,200

A0340 20402-0000 SUBEXCAVATION CUYD 2,252 118 2,370

A0360 20410-0000 SELECT BORROW(GUY POLE PAD) CUYD 110 110

A0380 20411-0000 SELECT BORROW TON 31,028 14,021 3,095 2,456 50,600 1.97 TONS/CUYD

A0400 20450-1000 BORROW, ROCK(SUBEX BACKFILL) CUYD 2,252 118 2,370

A0420 20450-1000 BORROW, ROCK CUYD 30,463 1,537 32,000

A0440 20701-0700 EARTHWORK GEOTEXTILE, TYPE

II-A SQYD 34,966 1,734 36,700

A0460 20701-1200 EARTHWORK GEOTEXTILE, TYPE

IV-A SQYD 32,308 1,692 34,000

A0480 20703-2000 GEOGRID, BIAXIAL SQYD 34,966 1,734 36,700

A0500 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 3,407 3,407

A0520 25101-2000 PLACED RIPRAP, CLASS 2(ENERGY

DISSIPATOR) CUYD 99 21 120

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

-O ct -2

4:

P M

C

U se rs \c ur tis

.j or ge ns on \D es kt op

N au ka ti

R oa d En gi ne er s

Es tim at e

A

3.

xl sx ]S he et

STATE PROJECT

B.1USFS 2060(1)AK

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Reinforce d Soil Slopes

Safety Features

Temporar y Traffic Control

Permanent Traffic Control ALLOWANCE Bid

Schedule

A0540 25101-2000 PLACED RIPRAP, CLASS 2(RIPRAP

HEADWALL) CUYD 267 33 300

A0560 25120-2000 RIPRAP DITCH, CLASS 2 LNFT 3,405 342 3,747

A0580 27201-1000 REINFORCED SOIL SLOPE, GEOGRID SQFT 6,948 6,948

A0600 30101-2000 AGGREGATE BASE GRADING 1.97 TONS/CUYD

D(4-INCH COMPACTED DEPTH) TON 11,338 2,772 1,390 15,500

A0620 30901-2000 EMULSIFIED ASPHALT TREATED

AGGREGATE BASE, GRADING

D(4-INCH COMPACTED DEPTH) TON 10,726 1,074 11,800

A0640 30905-1200 EMULSIFIED ASPHALT, GRADE

CSS-1 TON 215 21 236

A0660 40301-0000 HOT ASPHALT CONCRETE PAVEMENT TON 230 11 241

A0680 40910-0800 SURFACE TREATMENT,

DESIGNATION 2C SQYD 47,646 4,754 52,400

A0700 40940-1300 EMULSIFIED ASPHALT, GRADE

CRS-2P TON 199 20 219

A0720 60201-0800 24-INCH PIPE CULVERT LNFT 1,922 1,922

A0740 60201-1000 36-INCH PIPE CULVERT LNFT 616 616

A0760 60201-1400 60-INCH PIPE CULVERT LNFT 114 114

A0780 60201-1600 72-INCH PIPE CULVERT LNFT 74 74

A0800 60201-1800 84-INCH PIPE CULVERT LNFT 62 62

A0820 60201-2200 108-INCH PIPE CULVERT LNFT 88 88

A0840 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS A WOOD POSTS LNFT 3,925 3,925

A0860 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 14 14

A0880 62101-0000 MONUMENT(SETTLEMENT PLATE

ASSEMBLY) EACH 6 6

A0900 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 80 80

A0920 62201-1000 WHEEL LOADER, 4 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40 40

A0940 62201-1250 BULLDOZER, 120HP MINIMUM

FLYWHEEL POWER HOUR 40 40

A0960 62201-3100 HYDRAULIC EXCAVATOR, 3.0

CUBIC YARD MINIMUM CAPACITY,

165HP MINIMUM FLYWHEEL POWER HOUR 80 80

A0980 62201-3750 CHAIN SAW HOUR 20 20

A1000 62301-0000 GENERAL LABOR HOUR 40 40

A1020 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 18,097 1,803 19,900

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-O ct -2

4:

P M

C

U se rs \c ur tis

.j or ge ns on \D es kt op

N au ka ti

R oa d En gi ne er s

Es tim at e

A

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2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2USFS 2060(1)AK

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Reinforce d Soil Slopes

Safety Features

Temporar y Traffic Control

Permanent Traffic Control ALLOWANCE Bid

Schedule

A1040 62503-0000 TURF ESTABLISHMENT SLRY 54 54

A1060 63302-0000 SIGN SYSTEM SQFT 53 53

A1080 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 4 4

A1100 63502-1000 TEMPORARY TRAFFIC CONTROL,

CONE, TYPE 36-INCH EACH 150 150

A1120 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 60 60

A1140 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 1,170 1,170

A1160 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 241 241

A1180 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER X HR RAT 7,000 7,000

A003 A1182 63701-0000 FIELD OFFICE EACH 1 1

A003 A1184 63704-0000 VEHICLE EACH 2 2

A1200 64631-0000 ROADSIDE

DEVELOPMENT(BIOFILTRARTION

SWALE) LNFT 1,628 1,628

A1220 64703-6000 MITIGATION, FISH PASSAGE

BOULDER EACH 46 46

A1240 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 355 355

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-O ct -2

4:

P M

C

U se rs \c ur tis

.j or ge ns on \D es kt op

N au ka ti

R oa d En gi ne er s

Es tim at e

A

3.

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3)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3USFS 2060(1)AK