ATT2-8_13R00007.pdf

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Attached to: Paving for Various U. S. Government Activities, Okinawa, Japan
Solicitation number: N4008413R0007
Issued by: Department of the Navy Naval Facilities Engineering Command

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N40084-13-R-0007 Attachments 2 -8 Original Documents

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File	Type	Posted
Amend_0005__13R0007.pdf	PDF	Aug 1, 2013
Amend_0002_13R0007_17JUL13.pdf	PDF	Jul 30, 2013
Rev_Seed_Sched_13R0007.xls	XLS spreadsheet	Jul 30, 2013
N40084-13-R-0007_Amendment_0001.pdf	PDF	Jul 30, 2013
SOL_ELINs_13R0007.xls	XLS spreadsheet	Jul 30, 2013
_SF1442FINAL_APP_13R0007.pdf	PDF	Jul 30, 2013
ATT(1)_Drawings_13R0007.pdf	PDF	Jul 30, 2013
ATT(1)_Specs__13R0007.pdf	PDF	Jul 30, 2013
Amend_0004_13R0007.pdf	PDF	Jul 30, 2013
Amend0003_13R0007.pdf	PDF	Jul 30, 2013
ATT(1)_Specs__13R0007_REv_30_JUL_32_12_15(2pg).pdf	PDF	Jul 30, 2013
ATT_(6)_ELINs_13R0007_REV_30JUL.pdf	PDF	Jul 30, 2013

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NAVFAC FAR EAST 046-816-4092

21 DEC 89

NOTICE

UNITED STATES LAWS AND REGULATIONS PROHIBIT YOU FROM PARTICIPATING

IN ANY OF THE FOLLOWING CONCERNING THIS SOLICITATION:

BID RIGGING

PRICE FIXING

COLLUSIVE BIDDING

BID ROTATION

OFFERING GRATUITIES

OFFERING OR RECEIVING KICK-BACKS

THE PRICES IN YOUR OFFER MUST BE ARRIVED AT INDEPENDENTLY WITHOUT

ANY CONSULTATION, COMMUNICATION, OR AGREEMENT WITH ANY OTHER OFFEROR OR

COMPETITOR.

YOUR OFFER CANNOT BE DISCLOSED BY YOU DIRECTLY OR INDIRECTLY TO ANY

OTHER OFFEROR OR COMPETITOR BEFORE BID OPENING.

IT IS ALSO UNLAWFUL FOR YOU TO INDUCE ANY OTHER COMPANY TO, OR ALLOW

ANOTHER COMPANY TO INDUCE YOU TO SUBMIT OR NOT SUBMIT AN OFFER FOR THE

PURPOSE OF RESTRICTING COMPETITION.

ALL OF THE ABOVE ACTS ARE ACTS OF DISHONESTY UNDER UNITED STATES LAWS

AND REGULATIONS AND ARE FORBIDDEN.

PENALTIES COULD INCLUDE DEBARMENT OR SUSPENSION FROM DOING BUSINESS

WITH ANY UNITED STATES GOVERNMENT AGENCIES, CANCELLATION OF CONTRACTS

AND RECOUPMENT OF PRIOR MONIES PAID.

IF YOU ARE SOLICITED BY ANY OTHER BUSINESS TO DEAL WITH ANY OF THE

ABOVE ILLEGAL ACTS, PLEASE NOTIFY NAVFAC FAR EAST AT TELEPHONE NUMBER

046-816-4092.

N40084-13-R-0007

Pl ea se c he ck y ou r g ue st s’

b ef or e es co rt in g th em o n ba se

Th is b lo ck s ho w s hi s/ he r n at io na lit y

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N ew ty pe

D riv er ’s

L ic en se

Pl ea se h av e th em p re se nt o ne o f t he fo llo w in g ite m s

N on

J ap an es e G ue st s:

M us t p re se nt P as sp or t o r A lie n R eg is tr at io n

C ar d w ith v al id

V is a in

J ap an

Th is b lo ck d oe s no t s ho w h is

/h er n at io na lit y

Page 3 of Attachment (3)

Page 4 of Attachment (3)

Exemption from Japanese Customs Duties and Taxes Pursuant to Status of Forces Agreement

(Aug 1987)

1. Paragraph 2, Article XI of the Status of Forces Agreement between Japanese and the United States, authorized the United States entry into Japan free from Japanese customs duties and other charges all materials, supplies and equipment imported for the official use of the United States Armed Forces or for the exclusive use of such forces or ultimately to be incorporated into articles or facilities used by such forces.

2. Paragraph 3, Article XII of said Status of Forces Agreement, authorizes the United States exemption from certain Japanese taxes for materials, supplies, equipment and services procured for official purpose in Japan by the United States Armed Forces or by authorized agencies of the United States Armed Forces. Currently, these taxes are: (a) Commodity tax; (b) Traveling tax; (c) Gasoline tax and local road tax on gasoline; (d) Diesel oil tax; (e) Electricity and gas taxes; (f) Liquefied petroleum gas tax.

3. If you are the successful offeror, the Contracting Officer or his authorized representative will issue customs or tax exemption certificates as appropriate, relieving you from such customs duties or taxes in accordance with procedures agreed upon between the Government of Japan and the United States of America. Tax exemption certificates for motor fuel will be issued only after consumption of the motor fuel, either at the end of each month or upon termination of the contract. These can be applied against future purchases of motor fuel. They will be issued only to you as the prime contractor, so if you employ a subcontractor or supplier who uses motor fuel, you must purchase the motor fuel to secure the exemption.

4. List below the customs duties or taxes which have been excluded from your proposal as required by the Taxes Clause.

Amount of Duty of Custom Duty Type of Commodity and Tax Excluded or Tax Percentage of Tax in US Dollars

Company Name: ____________________________ N40084-

RFP N40084-1

SOURCE SELECTION SENSITIVE INFORMATION

DISCLOSURE LIMITATIONS AS OUTLINED IN FAR 2.101 & 3.104 APPLY

EXHIBIT “A”

CONSTRUCTION EXPERIENCE PROJECT DATA SHEET

The purpose of this form is to provide supporting project information for factor 2. This form is to be completed by the Offeror. Only projects that fit within the parameters of this factor will be evaluated. All other projects will be removed and discarded prior to evaluation.

1. Project No. (circle one): -1 -2 -3 -4 -5

2. Contract Number, Delivery/Task Order Number, Project Number, Title, and Location:

3. Award Date (mm/dd/yy)

Completion Date (mm/dd/yy)

4. Award Amount

Final Contract Price (Including all options):

Is this the total project or subcontract price

5. Type of work

6. Type of Contract:

7. Your company performed the work as (check one):

8. Customer/Owner Information

RFP N40084-13-R-0007

Page 1 of Attachment (5)

CONSTRUCTION EXPERIENCE PROJECT DATA SHEET

9. If this project was performed by key personnel, a subsidiary, satellite office, or parent company, explain how this office/person will participate in the currently solicited contract.

10. Key Personnel assigned for duration of project (Project Manager, Superintendent, QC Manager, and SSHO):

11. Provide a detailed description of the project, and of the work performed by the Offeror (if Offeror performed work as a subcontractor). Attach additional sheets if necessary. If the project was a task order, please address ONLY the task order work as it pertains to the relevancy of the project and not the basic contract work.

12. Provide any information on problems encountered and the corrective actions taken.

13. Was the project completed ahead of schedule? If yes, how may calendar days ahead?

14. Provide the final performance rating received for this project, or if unfinished but 80% or more complete, provide any interim rating received. If the rating received was less than Satisfactory, then provide a brief description of the problem(s) resulting in this evaluation and what corrective action, if any, was taken.

15. Attach copies of letter of appreciation/commendation/special awards/recognitions received for this project.

RFP N40084-13-R-0007

Page 2 of Attachment (5)

EXHIBIT B

NAVFAC PAST PERFORMANCE QUESTIONNAIRE (Form PPQ-0)

CONTRACT INFORMATION (Contractor to complete Blocks 1-4)

1. Contractor Information

3. Contract Information to include all modifications, if applicable

4. Project Description:

Please provide details such as similar equipment, requirements, conditions, etc.

CLIENT INFORMATION (Client to complete Blocks 5-8)

7. Date Questionnaire was completed :

NOTE: NAVFAC REQUESTS THAT THE CLIENT COMPLETES THIS QUESTIONNAIRE AND SUBMITS DIRECTLY BACK TO THE OFFEROR. THE OFFEROR WILL SUBMIT THE COMPLETED QUESTIONNAIRE TO NAVFAC WITH THEIR PROPOSAL, AND MAY DUPLICATE THIS QUESTIONNAIRE FOR FUTURE SUBMISSION ON NAVFAC SOLICITATIONS. CLIENTS ARE HIGHLY ENCOURAGED TO SUBMIT QUESTIONNAIRES DIRECTLY TO THE OFFEROR. HOWEVER, QUESTIONNAIRES MAY BE SUBMITTED DIRECTLY TO NAVFAC. PLEASE CONTACT THE OFFEROR FOR NAVFAC POC INFORMATION. THE GOVERNMENT RESERVES THE RIGHT TO VERIFY ANY AND ALL

INFORMATION ON THIS FORM.

Page 3 of Attachment (5)

Revised 7 December 2011 33

Contractor Information (Firm Name): ________________________________________________ Client Information (Name): ________________________________________________________

TO BE COMPLETED BY CLIENT

PLEASE CIRCLE THE ADJECTIVE RATING WHICH BEST REFLECTS

YOUR EVALUATION OF THE CONTRACTOR’S PERFORMANCE.

1. QUALITY:

a) Quality of technical data/report preparation efforts E VG S M U N

b) Ability to meet quality standards specified for technical performance E VG S M U N

c) Timeliness/effectiveness of contract problem resolution without extensive customer guidance E VG S M U N

d) Adequacy/effectiveness of quality control program and adherence to contract quality assurance requirements (without adverse effect on performance)

E VG S M U N

2. SCHEDULE/TIMELINESS OF PERFORMANCE:

a) Compliance with contract delivery/completion schedules including any significant intermediate milestones. (If liquidated damages were assessed or the schedule was not met, please address below)

E VG S M U N

b) Rate the contractor’s use of available resources to accomplish tasks identified in the contract E VG S M U N

3. CUSTOMER SATISFACTION:

a) To what extent were the end users satisfied with the project? E VG S M U N

b) Contractor was reasonable and cooperative in dealing with your staff (including the ability to successfully resolve disagreements/disputes;

responsiveness to administrative reports, businesslike and communication)

E VG S M U N

c) To what extent was the contractor cooperative, businesslike, and concerned with the interests of the customer? E VG S M U N

d) Overall customer satisfaction E VG S M U N

4. MANAGEMENT/ PERSONNEL/LABOR

a) Effectiveness of on-site management, including management of subcontractors, suppliers, materials, and/or labor force? E VG S M U N

b) Ability to hire, apply, and retain a qualified workforce to this effort E VG S M U N

c) Government Property Control E VG S M U N

d) Knowledge/expertise demonstrated by contractor personnel E VG S M U N

e) Utilization of Small Business concerns E VG S M U N

f) Ability to simultaneously manage multiple projects with multiple disciplines E VG S M U N

g) Ability to assimilate and incorporate changes in requirements and/or priority, including planning, execution and response to Government changes E VG S M U N

h) Effectiveness of overall management (including ability to effectively lead, manage and control the program) E VG S M U N

5. COST/FINANCIAL MANAGEMENT

a) Ability to meet the terms and conditions within the contractually agreed price(s)? E VG S M U N

Sheena.Hess Typewritten Text Page 4 of Attachment (5)

Sheena.Hess Typewritten Text

RFP N40084-13-R-0007

Sheena.Hess Typewritten Text

Revised 7 December 2011 34

Contractor Information (Firm Name): ________________________________________________ Client Information (Name): ________________________________________________________

b) Contractor proposed innovative alternative methods/processes that reduced cost, improved maintainability or other factors that benefited the client E VG S M U N

c) If this is/was a Government cost type contract, please rate the Contractor’s timeliness and accuracy in submitting monthly invoices with appropriate back-up documentation, monthly status reports/budget variance reports, compliance with established budgets and avoidance of significant and/or unexplained variances (under runs or overruns)

E VG S M U N

d) Is the Contractor’s accounting system adequate for management and tracking of costs? If no, please explain in Remarks section. Yes No

e) If this is/was a Government contract, has/was this contract been partially or completely terminated for default or convenience or are there any pending terminations? Indicate if show cause or cure notices were issued, or any default action in comment section below.

Yes No

f) Have there been any indications that the contractor has had any financial problems? If yes, please explain below. Yes No

6. SAFETY/SECURITY

a) To what extent was the contractor able to maintain an environment of safety, adhere to its approved safety plan, and respond to safety issues?

(Includes: following the users rules, regulations, and requirements regarding housekeeping, safety, correction of noted deficiencies, etc.)

E VG S M U N

b) Contractor complied with all security requirements for the project and personnel security requirements. E VG S M U N

7. GENERAL

a) Ability to successfully respond to emergency and/or surge situations (including notifying COR, PM or Contracting Officer in a timely manner regarding urgent contractual issues).

E VG S M U N

b) Compliance with contractual terms/provisions (explain if specific issues) E VG S M U N

c) Would you hire or work with this firm again? (If no, please explain below) Yes No

d) In summary, provide an overall rating for the work performed by this contractor. E VG S M U N

Please provide responses to the questions above (if applicable) and/or additional remarks.

Furthermore, please provide a brief narrative addressing specific strengths, weaknesses, deficiencies, or other comments which may assist our office in evaluating performance risk (please attach additional pages if necessary):

Page 5 of Attachment (5)

Sheena.Hess Typewritten Text

RFP N40084-13-R-0007

Sheena.Hess Typewritten Text

SCHEDULE OF INDEFINITE QUANTITY WORK "A"

EXHIBIT A PRICE FOR THE BASED PERIOD

ITEM

NO.

SPEC

SECTION

DRAWING

NO.

PRODUCT

NAME DESCRIPTION EST QTY

UNIT

ISSU

UNIT PRICE

(IN YEN)

EST AMOUNT

TOTAL (IN

YEN)

A001 31 00 00 -

Cutting, Removal and Disposal of Hard Materials

Hard Material is defined as concrete, asphaltic concrete and solid rock more than 30-centimeter diameter. Cutting, removal and disposal work shall be related to the paving work in this contract. Disposal work un-related to paving work is excluded.

160 CZ ¥ ¥

A002 31 00 00 -

Cutting, Removal and Disposal of Soft Materials

Soft material is defined as material other than hard material. Cutting, removal and disposal work shall be related to the paving work in this contract. Disposal work un-related to paving work is excluded.

800 CZ ¥ ¥

A003 02 41 00.00 20 -

Removal and Disposal of Traffic Sign

A traffic sign consists of a traffic sign and sign post with concrete foundation.

Surface restoration is included.

3 EA ¥ ¥

A004 02 41 00.00 20 -

Removal and Disposal of Night Flash Rivet on Road

Surface restoration is included. Details shall be as shown on Dwg. C-5. 6 EA ¥ ¥

A005 32 01 16.17 -

Shaving Work for 3cm thk AC Pavement

Shaving Depth Is 3- Centimeter:

One Order at One Location Exceeds 800 SM (Including 800 SM).

Including disposal of removed materials.

1,000 SM ¥ ¥

A006 32 01 16.17 -

Shaving Work for 5cm thk AC Pavement

Shaving Depth Is 5- Centimeter:

One Order at One Location Exceeds 800 SM (Including 800 SM).

Including disposal of removed materials.

1,000 SM ¥ ¥

A007 32 01 16.17 -

Shaving Work for 5cm thk AC Pavement

Shaving Depth Is 5- Centimeter:

One Order at One Location is Less Than 4,000SM (Excluding 4,000SM). Including disposal of removed materials.

1,000 SM ¥ ¥

A008 03 30 00 - Ready Mixed Concrete

JIS A 5308 400 CZ ¥ ¥

A009 03 30 00 - Reinforcement JIS G 3112, SD295A 640 TN ¥ ¥ A010 03 30 00 Formwork 960 SM ¥ ¥

Sheena.Hess Typewritten Text

Sheena.Hess Typewritten Text Attachment (6) No. of Pages: 66

Sheena.Hess Typewritten Text

RFP N40084-13-R-0007

Sheena.Hess Typewritten Text

Sheena.Hess Typewritten Text TITLE: Paving for Various U.S. Government Activities, Okinawa, Japan

Sheena.Hess Typewritten Text

A011 03 30 00 Formwork for Leveling Concrete

240 SM ¥ ¥

A012 03 30 00 C-5

Precast Concrete Curbs: 120mm

(W) X 120mm (H)

JIS A 5371: Cutting and removal work is excluded from this item. 320 MR ¥ ¥

A013 03 30 00 C-2

Precast Concrete Curbs: 150mm

(W) X 200mm (H)

JIS A 5371: Including ramp type curb. Cutting and removal work is excluded from this item.

320 MR ¥ ¥

A014 03 30 00 C-2 L-Shape Gutter:

300-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

A015 03 30 00 C-2 L-Shape Gutter:

450-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

A016 03 30 00 C-2 L-Shape Gutter:

500-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

A017 31 23 00.00 20 - Excavation 640 CZ ¥ ¥

A018 31 23 00.00 20 - Rock Excavation 160 CZ ¥ ¥

A019 31 23 00.00 20 - Backfill Excluding fill material. 640 CZ ¥ ¥

A020 31 23 00.00 20 Trench Backfill Excluding fill material. 640 CZ ¥ ¥

A021 31 23 00.00 20 - Compaction 2,000 SM ¥ ¥

A022 31 23 00.00 20 C-7 Excavation for Pipe Trench 64 CZ ¥ ¥

A023 31 23 00.00 20 C-7 Rock Excavation for Pipe Trench 64 CZ ¥ ¥

A024 31 23 00.00 20 C-7 Sandfill 64 CZ ¥ ¥

A025 32 12 17 C-1

Subbase Course for Asphaltic Concrete Pavement and Base Course for Concrete Sidewalk Pavement

JIS A 5001, C-40 or RC-

10,000 CZ ¥ ¥

A026 32 12 17 C-1/C-4

Base Course for Asphaltic Concrete Pavement

JIS A 5001, M-40 or RM-

10,000 CZ ¥ ¥

A027 32 12 17 C-1 Hot Mixed Asphalt Paving

JIS K 2207 6,000 TN ¥ ¥

A028 32 12 17 C-1

Hot Mixed Asphalt Paving on Existing Concrete Paving

JIS K 2207

2,000 TN ¥ ¥

A029 32 12 17 C-1

Hot Mixed Asphalt Paving on Existing AC Paving After Shaving (3cm)

JIS K 2207

3,000 TN ¥ ¥

A030 32 13 13.06 C-4

Ready Mixed Concrete Sidewalk Paving

Excluding Base Course (Crushed Stone). Cutting and removal work is excluded from this item.

300 SM ¥ ¥

A031 32 13 13.06 C-4

Contraction Joint for Ready Mixed Concrete Sidewalk Paving

800 MR ¥ ¥

A032 32 13 13.06 C-4

Expansion Joint for Ready Mixed Concrete Sidewalk Paving

400 SM ¥ ¥

A033 32 13 13.06 C-1

Adjusting Work for Concrete Structure

Raising or lowering Concrete Construction/Structure:

So as to meet height of repaired road or new pavement. Cutting and removal work is included in this item.

32 CZ ¥ ¥

A034 32 16 15 C-5 Concrete Block Paver

Traffic road 800 SM ¥ ¥

A035 32 17 23.00 20 -

Erasing Work of Road Marking:

15-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 15-centimeter.

400 MR ¥ ¥

A036 32 17 23.00 20 -

Erasing Work of Road Marking:

30-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 30-centimeter.

8 MR ¥ ¥

A037 32 17 23.00 20 -

Erasing Work of Road Marking:

45-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 45-centimeter.

16 MR ¥ ¥

A038 32 17 23.00 20 C-2 Road Painting:

10-centimeter

JIS K 5665, Type 3-1 Striping Width: 10cm Color: white/Yellow

40 MR ¥ ¥

A039 32 17 23.00 20 C-2 Road Painting:

15-centimeter

JIS K 5665, Type 3-1 Striping Width: 15cm Color: white/Yellow

800 MR ¥ ¥

A040 32 17 23.00 20 C-2 Road Painting:

30-centimeter

JIS K 5665, Type 3-1 Striping Width: 30cm Color: white/Yellow

240 MR ¥ ¥

A041 32 17 23.00 20 C-2 Road Painting:

45-centimeter

JIS K 5665, Type 3-1 Striping Width: 45cm Color: white/Yellow

160 MR ¥ ¥

A042 32 17 23.00 20 C-2

Road Painting, Including Speed Hump Painting:

JIS K 5665, Type 3-1 Striping Width: 45cm Color: Yellow 40 MR ¥ ¥

A043 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-A Mark

Detail: TYPE-A White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A044 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-B Mark

Detail: TYPE-B White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A045 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-C Mark

Detail: TYPE-C White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A046 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-D Mark

Detail: TYPE-D White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A047 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-E Mark

Detail: TYPE-E White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A048 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-F Mark

Detail: TYPE-F White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A049 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road:

DIAMOND

Mark

DIAMOND Mark:

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

A050 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: NO "U" TURN Marking

NO "U" TURN Marking:

Yellow (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A051 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road:

International Handicapped Marking

International Handicapped Marking:

White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A052 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Speed Limit "40" Marking

Speed Limit "40" Marking:

Yellow (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A053 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Speed Limit "30" Marking

Speed Limit "30" Marking:

Yellow (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A054 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Speed Limit "20" Marking

Speed Limit "20" Marking:

Yellow (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A055 32 17 23.00 20 C-3 Painting Work of Letter on Road:

"STOP"

Large Size "STOP":

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

A056 32 17 23.00 20 C-2/C-3

Letter on Road:

"NO

PARKING"

Large Size "NO

PARKING":

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

A057 32 17 23.00 20 C-3

Painting Work of Letter on Road:

10cm width white large letter

Large Size Letter Measured By Metric Line Length (Width: 10cm):

White (JIS K 5665, TYPE 3-1)

8 MR ¥ ¥

A058 32 17 23.00 20 C-3

Painting Work of Letter on Road:

15 cm width white large letter

Large Size Letter Measured By Metric Line Length (Width: 15cm):

White (JIS K 5665, TYPE 3-1)

20 MR ¥ ¥

A059 32 17 23.00 20 C-3

Painting Work of Letter on Road:

15cm width yellow large letter

Large Size Letter Measured By Metric Line Length (Width: 15cm):

Yellow (JIS K 5665, TYPE 3-1)

20 MR ¥ ¥

A060 32 17 23.00 20 C-3

Painting Work of Letter on Road:

White small letter

Small Size Lettering:

White (JIS K 5665, TYPE 1-1) Lettering Size shall be as shown on NAVFAC Dwg. No.

17134708.

20 EA ¥ ¥

A061 32 17 23.00 20 C-3

Painting Work of Letter on Road:

Yellow small letter

Small Size Lettering:

Yellow (JIS K 5665, TYPE 1-1) 20 EA ¥ ¥

A062 32 17 23.00 20 C-4

Painting Work of Parking Identification on Concrete Curb or Vehicle Bumper:

Lettering

Lettering for Parking Identification: White (JIS K 5660)

60 EA ¥ ¥

A063 32 17 23.00 20 C-4

Painting Work of Parking Identification on Concrete Curb or Vehicle Bumper:

Back ground painting

Back Ground Painting for Parking Identification:

Dark Blue (JIS K 5660)

60 SM ¥ ¥

A064 32 92 23 C-7 Providing Sod with Topsoil

"Noshiba" 20 SM ¥ ¥

A065 33 96 00 - Transplanting Trunc around <15cm 12 EA ¥ ¥

A066 33 96 00 - Transplanting 15cm≦Trunc around <25cm 12 EA ¥ ¥

A067 33 96 00 - Transplanting and Stakes

25cm≦Trunc around <40cm 12 EA ¥ ¥

A068 33 96 00 - Transplanting and Stakes

40cm≦Trunc around <60cm 12 EA ¥ ¥

A069 33 40 00 C-7 Gutter Inlet The average depth (D) is assumed to be 1.5 m. 4 EA ¥ ¥

A070 33 40 00 C-7 Surface Inlet The average depth (D) is assumed to be 1.5 m. 4 EA ¥ ¥

A071 33 40 00 C-7 Grating Cover (T-25) w/ Frame

Grating Cover and Frames shall be Hot Dipped Galvanized.

40 SM ¥ ¥

A072 33 40 00 C-7 Grating Cover (T-20) w/ Frame

Grating Cover and Frames shall be Hot Dipped Galvanized.

30 SM ¥ ¥

A073 33 40 00 C-7 Grating Cover (T-6/T-14) w/ Frame

Grating Cover and Frames shall be Hot Dipped Galvanized.

20 SM ¥ ¥

A074 33 40 00 C-7 Precast Concrete Manhole

JSWAS A-11

The average depth (D) is assumed to be 1.5 m.

2 EA ¥ ¥

A075 33 40 00 C-7 Precast Concrete Manhole

JIS K 5372

The average depth (D) is assumed to be 1.5 m.

2 EA ¥ ¥

A076 33 40 00 C-7 Cast Iron Manhole Cover (T-6/T-14)

2 EA ¥ ¥

A077 33 40 00 C-7 Cast Iron Manhole Cover (T-25)

2 EA ¥ ¥

A078 33 40 00 C-7 Precast Concrete Ditch

Excluding grating covers 400 MR ¥ ¥

A079 33 40 00 C-7 Concrete Open Ditch

The average depth (D) is assumed to be 0.5 m. 200 MR ¥ ¥

A080 33 40 00 C-7 PVC Pipe w/ Fittings (200 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

A081 33 40 00 C-7 PVC Pipe w/ Fittings (250 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

A082 33 40 00 C-7 PVC Pipe w/ Fittings (300 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

A083 33 40 00 C-7 PVC Pipe w/ Fittings (350 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

A084 33 40 00 C-7 PVC Pipe w/ Fittings (400 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

A085 33 40 00 C-7 PVC Pipe w/ Fittings (450 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

A086 33 40 00 C-7 PVC Pipe w/ Fittings (500 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

A087 33 40 00 C-7 PVC Pipe w/ Fittings (600 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

A088 33 40 00 C-7 Warning Tape 1,800 MR ¥ ¥

A089 34 71 00 C-5

Providing Work of New Concrete Vehicle Bumper

Concrete Vehicle Bumper: 120mm (H) X 990mm (L). 2 EA ¥ ¥

A090 34 71 00 C-5

Reinstallation Work of Existing Vehicle Bumper

Reuse Existing Vehicle Bumper:

2 EA ¥ ¥

A091 34 71 00 C-4

Providing Work of Reflector on Road Center Line

Reflector on Road Center Line: Size and details shall be as shown on Dwg.

2 EA ¥ ¥

A092 34 71 00 C-5

Providing Work of Night Flash Rivet on Road

Night Flash Rivet on Road: Size and details shall be as shown on Dwg.

6 EA ¥ ¥

A093 34 71 00 C-5

Providing Work of Imitated Granite Curb:

150mm (W) X 200mm (H) (Item 1010)

Imitated Granite Curb:

150mm (W) X 170mm (H), including ramp type curb. Cutting and removal work is excluded from this item.

6 MR ¥ ¥

A094 34 71 00 C-5

Providing Work of Imitated Granite Curb:

120mm (W) X 120mm (H)

Imitated Granite Curb:

120mm (W) X 120mm (H). Cutting and removal work is excluded from this item.

6 MR ¥ ¥

A095 34 71 00 C-2

Providing Work of Speed Hump on Existing Paving

Speed Hump on Existing Paving: Excluding traffic paint. Size and details shall be as shown on Dwg.

20 MR ¥ ¥

A096 34 71 00 C-6

Providing Work of Regulatory Sign: NO

PARKING

Subline Item for traffic signs shall be included materials and labor cost to provide traffic signboard only. Task order will be provided with the combination of subline item for sign and for post with foundation.

1 EA ¥ ¥

A097 34 71 00 C-6

Providing Work of Regulatory Sign: NO

STOPPING

AND NO

PARKING

1 EA ¥ ¥

A098 34 71 00 C-6

Providing Work of Regulatory Sign: Speed Limit

Speed Limit (40, 30, 20, 10 KPH). Subline Item for traffic signs shall be included materials and labor cost to provide traffic signboard only.

Task order will be provided with the combination of subline item for sign and for post with foundation.

A099 34 71 00 C-6 of Regulatory Sign: Height Limit

Numeric figures to be indicated on the sign will be designated on each task order. However, in case numeric figures to be indicated is not designated, numeric figures indicated on Dwg.

shall be used. Subline Item for traffic signs shall be included mate

1 EA ¥ ¥

A100 34 71 00 C-6

Providing Work of Regulatory Sign:

Maxumum Width

Numeric figures to be indicated on the sign will be designated on each task order. However, in case numeric figures to be indicated is not designated, numeric figures indicated on Dwg.

shall be used. Subline Item for traffic signs shall be included mate

1 EA ¥ ¥

A101 34 71 00 C-6

Providing Work of Regulatory Sign: Weight Limit

Regulatory Sign: Weight Limit (Numeric figures to be indicated on the sign will be designated on each task order.

However, in case numeric figures to be indicated is not designated, numeric figures indicated on Dwg.

shall be used. Subline Item for tr

1 EA ¥ ¥

A102 34 71 00 C-6

Providing Work of Regulatory Sign: SOUND

A HORN

1 EA ¥ ¥

A103 34 71 00 C-6

Providing Work of Regulatory Sign: ONE

WAY TRAFFIC

A104 34 71 00 C-6 of Regulatory Sign: ROAD

CLOSED FOR

VEHICLE

1 EA ¥ ¥

A105 34 71 00 C-6

Providing Work of Regulatory Sign: ROAD

CLOSED (ALL

TRAFFIC)

1 EA ¥ ¥

A106 34 71 00 C-6

Providing Work of Regulatory Sign: NO

ENTRY FOR

VEHICLES

1 EA ¥ ¥

A107 34 71 00 C-6

Providing Work of Regulatory Sign: STOP

1 EA ¥ ¥

A108 34 71 00 C-6

Providing Work of Regulatory Sign:

PROCEED

SLOWLY

1 EA ¥ ¥

A109 34 71 00 C-6

Providing Work of Regulatory Sign: NO "U"

TURN

Subline Item for traffic signs shall be included materials and labor cost to provide traffic signboard only. Task order will be provided with the combination of subline item for sign and

A110 34 71 00 C-6 of Regulatory Sign: NO

OVERTAKING

1 EA ¥ ¥

A111 34 71 00 C-6

Providing Work of Regulatory Sign: NO

RIGHT TURN

1 EA ¥ ¥

A112 34 71 00 C-6

Providing Work of Regulatory Sign:

THROUGH

TRAFFIC

ONLY

1 EA ¥ ¥

A113 34 71 00 C-6

Providing Work of Regulatory Sign: LEFT

TURN ONLY

1 EA ¥ ¥

A114 34 71 00 C-6

Providing Work of Regulatory Sign: LEFT OR

THROUGH

TRAFFIC

ONLY

1 EA ¥ ¥

A115 34 71 00 C-6

Providing Work of Regulatory Sign: RIGHT

AND LEFT

TURNS ONLY

Subline Item for traffic signs shall be included materials and labor cost to provide traffic signboard only. Task order will be provided with the combination of subline item for sign and

A116 34 71 00 C-6 of Regulatory Sign: NO

PEDESTRIAN

CROSSING

1 EA ¥ ¥

A117 34 71 00 C-6

Providing Work of Regulatory Sign: ROAD

CLOSED FOR

PEDESTRIAN

1 EA ¥ ¥

A118 34 71 00 C-6

Providing Work of Indication Sign:

PEDESTRIAN

CROSSING

(TYPE-A)

1 EA ¥ ¥

A119 34 71 00 C-6

Providing Work of Indication Sign:

PEDESTRIAN

CROSSING

(TYPE-B)

1 EA ¥ ¥

A120 34 71 00 C-6

Providing Work of Guide Sign:

PARKING

AREA

1 EA ¥ ¥

A121 34 71 00 C-6

Providing Work of Guide Sign:

DETOUR

Subline Item for traffic signs shall be included materials and labor cost to provide traffic signboard only. Task order will be provided with the combination of subline item for sign and

A122 34 71 00 C-6 of Warning Sign:

UNDER

CONSTRUCTI

1 EA ¥ ¥

A123 34 71 00 C-6

Providing Work of Warning Sign:

FALLING OR

FALLEN

ROCKS

1 EA ¥ ¥

A124 34 71 00 C-6

Providing Work of Warning Sign:

SLIPPERY

ROAD

1 EA ¥ ¥

A125 34 71 00 C-6

Providing Work of Warning Sign:

SCHOOL

ADVANCE

1 EA ¥ ¥

A126 34 71 00 C-6

Providing Work of Traffic sign post with concrete foundation

1 EA ¥ ¥

A127 34 71 00 C-7

Guardrail Subline Item for guardrail shall be included materials and labor cost to provide guardrail with foundation.

200 MR ¥ ¥

A128 - -

Time, Material, Equipment and Subcontractor Work

Provide Time, Material, Equipment and Subcontractor Work as necessary to complete incidental work in support of primary project / paving line item requirements. This incidental work includes, but not limited to, scoping work, drainage work, and curb work

GR ¥ ¥

A129 32 13 13.03 C-9

New PCC Pavement

Construct new portland cement concrete (PCC) pavement with plain concrete.

1 CZ ¥ ¥

A130 32 13 13.03 C-9 New Reinforced PCC Pavement

Construct new PCC pavement with reinforced concrete.

1 CZ ¥ ¥

A131 32 01 28 C-18,19,20 Repair PCC Pavement

Repair existing PCC pavement using high early strength concrete.

2 CZ ¥ ¥

A132 32 13 13.03 C-9 Replace PCC Slab w/PC

Replace existing PCC slab with plain concrete

(PC).

40 CZ ¥ ¥

A133 32 13 13.03 C-9 Replace PCC Slab w/RC

Replace existing PCC slab with reinforced concrete (RC).

80 CZ ¥ ¥

A134 03 15 14.10 C-13 Expansion Joint Provide expansion joint. 18 MR ¥ ¥

A135 32 13 13.03 C-14

Doweled CJ Provide doweled construction joint (CJ) for existing and new PCC pavement.

80 MR ¥ ¥

A136 32 13 13.03 C-10,11,12 Contraction Joint Provide contraction joint for existing and new PCC pavement.

152 MR ¥ ¥

A137 32 12 15 C-15,22 New 130mm thick AC

Provide new 130mm thick asphalt concrete (AC) pavement.

114 SM ¥ ¥

A138 32 12 15 C-15,22 New 150mm thick AC

Provide new 150mm thick AC pavement. 74 SM ¥ ¥

A139 32 12 15 C-15,22 100mm thick AC Overlay

Mill existing and overlay 100mm thick AC pavement.

144 SM ¥ ¥

A140 32 13 13.03 -

Grinding Use to remove high spots to meet grade requirements for PCC and AC pavements.

12 SM ¥ ¥

A141 32 01 26.71 C-20 Grooving Groove PCC and AC pavements as required. 15 SM ¥ ¥

A142 32 01 11.52 - Rubber Removal Remove existing rubber materials at runway as reqruired.

800 SM ¥ ¥

A143 32 01 19.16 C-

10,11,12,13,1

Joint Seals Remove existing and provide new joint seals. 80 MR ¥ ¥

A144 32 01 28 C-18 Partial Depth Spall Repair

Provide partial depth spall repair for existing PCC pavements.

4 CZ ¥ ¥

A145 32 01 28 C-19 Full Depth Spall Repair

Provide full depth spall repair for existing PCC pavements.

1 CZ ¥ ¥

AIRFIELD LINE ITEMS

A146 32 01 19.16 C-16,17 Repair Concrete Crack

Provide concrete crack repair for PCC pavement. 2 MR ¥ ¥

A147 32 17 24.00 10 C-21 New Pavement Markings

Provide pavement markings to include new paint and beads.

1,600 SM ¥ ¥

A148 02 41 00 - Pavement Marking Removal

Remove existing pavement markings as required.

1,600 SM ¥ ¥

TOTAL AMOUNT OF LINE ITEMS - A001 THROUGH A148 ¥

SCHEDULE OF INDEFINITIE QUANTITY WORK "B"

EXHIBIT B PRICE FOR THE FIRST OPTION PERIOD

ITEM

NO.

SPEC

SECTION

DRAWING

NO.

PRODUCT

NAME DESCRIPTION EST QTY

UNIT

ISSU

UNIT PRICE

(IN YEN)

EST AMOUNT

TOTAL (IN

YEN)

B001 31 00 00 -

Cutting, Removal and Disposal of Hard Materials

160 CZ ¥ ¥

B002 31 00 00 -

Cutting, Removal and Disposal of Soft Materials

800 CZ ¥ ¥

B003 02 41 00.00 20 -

Removal and Disposal of Traffic Sign

A traffic sign consists of a traffic sign and sign post with concrete foundation.

Surface restoration is included.

3 EA ¥ ¥

B004 02 41 00.00 20 -

Removal and Disposal of Night Flash Rivet on Road

Surface restoration is included. Details shall be as shown on Dwg. C-5. 6 EA ¥ ¥

B005 32 01 16.17 -

Shaving Work for 3cm thk AC Pavement

Shaving Depth Is 3- Centimeter:

One Order at One Location Exceeds 800 SM (Including 800 SM).

Including disposal of removed materials.

1,000 SM ¥ ¥

B006 32 01 16.17 -

Shaving Work for 5cm thk AC Pavement

Shaving Depth Is 5- Centimeter:

One Order at One Location Exceeds 800 SM (Including 800 SM).

Including disposal of removed materials.

1,000 SM ¥ ¥

B007 32 01 16.17 -

Shaving Work for 5cm thk AC Pavement

Shaving Depth Is 5- Centimeter:

One Order at One Location is Less Than 4,000SM (Excluding 4,000SM). Including disposal of removed materials.

1,000 SM ¥ ¥

B008 03 30 00 - Ready Mixed Concrete

JIS A 5308 400 CZ ¥ ¥

B009 03 30 00 - Reinforcement JIS G 3112, SD295A 640 TN ¥ ¥ B010 03 30 00 Formwork 960 SM ¥ ¥

B011 03 30 00 Formwork for Leveling Concrete

240 SM ¥ ¥

B012 03 30 00 C-5

Precast Concrete Curbs: 120mm

(W) X 120mm (H)

JIS A 5371: Cutting and removal work is excluded from this item. 320 MR ¥ ¥

B013 03 30 00 C-2

Precast Concrete Curbs: 150mm

(W) X 200mm (H)

JIS A 5371: Including ramp type curb. Cutting and removal work is excluded from this item.

320 MR ¥ ¥

B014 03 30 00 C-2 L-Shape Gutter:

300-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

B015 03 30 00 C-2 L-Shape Gutter:

450-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

B016 03 30 00 C-2 L-Shape Gutter:

500-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

B017 31 23 00.00 20 - Excavation 640 CZ ¥ ¥

B018 31 23 00.00 20 - Rock Excavation

160 CZ ¥ ¥

B019 31 23 00.00 20 - Backfill Excluding fill material. 640 CZ ¥ ¥ B020 31 23 00.00 20 Trench Backfill Excluding fill material. 640 CZ ¥ ¥

B021 31 23 00.00 20 - Compaction 2,000 SM ¥ ¥

B022 31 23 00.00 20 C-7 Excavation for Pipe Trench 64 CZ ¥ ¥

B023 31 23 00.00 20 C-7 Rock Excavation for Pipe Trench 64 CZ ¥ ¥

B024 31 23 00.00 20 C-7 Sandfill 64 CZ ¥ ¥

B025 32 12 17 C-1

Subbase Course for Asphaltic Concrete Pavement and Base Course for Concrete Sidewalk Pavement

JIS A 5001, C-40 or RC-

10,000 CZ ¥ ¥

B026 32 12 17 C-1/C-4

Base Course for Asphaltic Concrete Pavement

JIS A 5001, M-40 or RM-

10,000 CZ ¥ ¥

B027 32 12 17 C-1 Hot Mixed Asphalt Paving

JIS K 2207 6,000 TN ¥ ¥

B028 32 12 17 C-1

Hot Mixed Asphalt Paving on Existing Concrete Paving

JIS K 2207

2,000 TN ¥ ¥

B029 32 12 17 C-1

Hot Mixed Asphalt Paving on Existing AC Paving After Shaving (3cm)

JIS K 2207

3,000 TN ¥ ¥

B030 32 13 13.06 C-4

Ready Mixed Concrete Sidewalk Paving

Excluding Base Course (Crushed Stone). Cutting and removal work is excluded from this item.

300 SM ¥ ¥

B031 32 13 13.06 C-4

Contraction Joint for Ready Mixed Concrete Sidewalk Paving

800 MR ¥ ¥

B032 32 13 13.06 C-4

Expansion Joint for Ready Mixed Concrete Sidewalk Paving

400 SM ¥ ¥

B033 32 13 13.06 C-1

Adjusting Work for Concrete Structure

Raising or lowering Concrete Construction/Structure:

So as to meet height of repaired road or new pavement. Cutting and removal work is included in this item.

32 CZ ¥ ¥

B034 32 16 15 C-5 Concrete Block Paver

Traffic road 800 SM ¥ ¥

B035 32 17 23.00 20 -

Erasing Work of Road Marking:

15-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 15-centimeter.

400 MR ¥ ¥

B036 32 17 23.00 20 -

Erasing Work of Road Marking:

30-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 30-centimeter.

8 MR ¥ ¥

B037 32 17 23.00 20 -

Erasing Work of Road Marking:

45-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 45-centimeter.

16 MR ¥ ¥

B038 32 17 23.00 20 C-2 Road Painting:

10-centimeter

JIS K 5665, Type 3-1 Striping Width: 10cm Color: white/Yellow

40 MR ¥ ¥

B039 32 17 23.00 20 C-2 Road Painting:

15-centimeter

JIS K 5665, Type 3-1 Striping Width: 15cm Color: white/Yellow

800 MR ¥ ¥

B040 32 17 23.00 20 C-2 Road Painting:

30-centimeter

JIS K 5665, Type 3-1 Striping Width: 30cm Color: white/Yellow

240 MR ¥ ¥

B041 32 17 23.00 20 C-2 Road Painting:

45-centimeter

JIS K 5665, Type 3-1 Striping Width: 45cm Color: white/Yellow

160 MR ¥ ¥

B042 32 17 23.00 20 C-2

Road Painting, Including Speed Hump Painting:

JIS K 5665, Type 3-1 Striping Width: 45cm Color: Yellow 40 MR ¥ ¥

B043 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-A Mark

Detail: TYPE-A White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

B044 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-B Mark

Detail: TYPE-B White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

B045 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-C Mark

Detail: TYPE-C White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

B046 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-D Mark

Detail: TYPE-D White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

B047 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-E Mark

Detail: TYPE-E White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

B048 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Type-F Mark

Detail: TYPE-F White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

B049 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road:

DIAMOND

Mark

DIAMOND Mark:

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

B050 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: NO "U" TURN Marking

NO "U" TURN Marking:

Yellow (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

B051 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road:

International Handicapped Marking

International Handicapped Marking:

B052 32 17 23.00 20 C-3

Traffic and Arrow Mark on Road: Speed Limit "40" Marking

Speed Limit "40" Marking:

Yellow (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

B053 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Speed Limit "30" Marking

Speed Limit "30" Marking:

Yellow (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

B054 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road: Speed Limit "20" Marking

Speed Limit "20" Marking:

Yellow (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

B055 32 17 23.00 20 C-3 Painting Work of Letter on Road:

"STOP"

Large Size "STOP":

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

B056 32 17 23.00 20 C-2/C-3

Painting Work of Letter on Road:

"NO

PARKING"

Large Size "NO

PARKING":

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

B057 32 17 23.00 20 C-3

Painting Work of Letter on Road:

10cm width white large letter

Large Size Letter Measured By Metric Line Length (Width: 10cm):

White (JIS K 5665, TYPE 3-1)

8 MR ¥ ¥

B058 32 17 23.00 20 C-3

Painting Work of Letter on Road:

15 cm width white large letter

Large Size Letter Measured By Metric Line Length (Width: 15cm):

White (JIS K 5665, TYPE 3-1)

20 MR ¥ ¥

B059 32 17 23.00 20 C-3

Painting Work of Letter on Road:

15cm width yellow large letter

Large Size Letter Measured By Metric Line Length (Width: 15cm):

Yellow (JIS K 5665, TYPE 3-1)

20 MR ¥ ¥

B060 32 17 23.00 20 C-3

Painting Work of Letter on Road:

White small letter

Small Size Lettering:

White (JIS K 5665, TYPE 1-1) Lettering Size shall be as shown on NAVFAC Dwg. No.

17134708.

20 EA ¥ ¥

B061 32 17 23.00 20 C-3

Painting Work of Letter on Road:

Yellow small letter

Small Size Lettering:

Yellow (JIS K 5665, TYPE 1-1) 20 EA ¥ ¥

B062 32 17 23.00 20 C-4

Painting Work of Parking Identification on Concrete Curb or Vehicle Bumper:

Lettering

Lettering for Parking Identification: White (JIS K 5660)

60 EA ¥ ¥

B063 32 17 23.00 20 C-4

Parking Identification on Concrete Curb or Vehicle Bumper:

Back ground painting

Back Ground Painting for Parking Identification:

Dark Blue (JIS K 5660)

60 SM ¥ ¥

B064 32 92 23 C-7 Providing Sod with Topsoil

"Noshiba" 20 SM ¥ ¥

B065 33 96 00 - Transplanting Trunc around <15cm 12 EA ¥ ¥

B066 33 96 00 - Transplanting 15cm≦Trunc around <25cm 12 EA ¥ ¥

B067 33 96 00 - Transplanting and Stakes

25cm≦Trunc around <40cm 12 EA ¥ ¥

B068 33 96 00 - Transplanting and Stakes

40cm≦Trunc around <60cm 12 EA ¥ ¥

B069 33 40 00 C-7 Gutter Inlet The average depth (D) is assumed to be 1.5 m. 4 EA ¥ ¥

B070 33 40 00 C-7 Surface Inlet The average depth (D) is assumed to be 1.5 m. 4 EA ¥ ¥

B071 33 40 00 C-7 Grating Cover (T-25) w/ Frame

Grating Cover and Frames shall be Hot Dipped Galvanized.

40 SM ¥ ¥

B072 33 40 00 C-7 Grating Cover (T-20) w/ Frame

Grating Cover and Frames shall be Hot Dipped Galvanized.

30 SM ¥ ¥

B073 33 40 00 C-7 Grating Cover (T-6/T-14) w/ Frame

Grating Cover and Frames shall be Hot Dipped Galvanized.

20 SM ¥ ¥

B074 33 40 00 C-7 Precast Concrete Manhole

JSWAS A-11

The average depth (D) is assumed to be 1.5 m.

2 EA ¥ ¥

B075 33 40 00 C-7 Precast Concrete Manhole

JIS K 5372

The average depth (D) is assumed to be 1.5 m.

2 EA ¥ ¥

B076 33 40 00 C-7 Cast Iron Manhole Cover (T-6/T-14)

2 EA ¥ ¥

B077 33 40 00 C-7 Cast Iron Manhole Cover (T-25)

2 EA ¥ ¥

B078 33 40 00 C-7 Precast Concrete Ditch

Excluding grating covers 400 MR ¥ ¥

B079 33 40 00 C-7 Concrete Open Ditch

The average depth (D) is assumed to be 0.5 m. 200 MR ¥ ¥

B080 33 40 00 C-7 PVC Pipe w/ Fittings (200 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

B081 33 40 00 C-7 PVC Pipe w/ Fittings (250 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

B082 33 40 00 C-7 PVC Pipe w/ Fittings (300 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

B083 33 40 00 C-7 PVC Pipe w/ Fittings (350 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

B084 33 40 00 C-7 PVC Pipe w/ Fittings (400 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

B085 33 40 00 C-7 PVC Pipe w/ Fittings (450 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

B086 33 40 00 C-7 PVC Pipe w/ Fittings (500 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

B087 33 40 00 C-7 PVC Pipe w/ Fittings (600 dia.)

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

B088 33 40 00 C-7 Warning Tape 1,800 MR ¥ ¥

B089 34 71 00 C-5

Providing Work of New Concrete Vehicle Bumper

Concrete Vehicle Bumper: 120mm (H) X 990mm (L). 2 EA ¥ ¥

B090 34 71 00 C-5

Reinstallation Work of Existing Vehicle Bumper

Reuse Existing Vehicle Bumper:

2 EA ¥ ¥

B091 34 71 00 C-4

Providing Work of Reflector on Road Center Line

Reflector on Road Center Line: Size and details shall be as shown on Dwg.

2 EA ¥ ¥

B092 34 71 00 C-5

Providing Work of Night Flash Rivet on Road

Night Flash Rivet on Road: Size and details shall be as shown on Dwg.

6 EA ¥ ¥

B093 34 71 00 C-5

Providing Work of Imitated Granite Curb:

150mm (W) X 200mm (H) (Item 1010)

Imitated Granite Curb:

150mm (W) X 170mm (H), including ramp type curb. Cutting and removal work is excluded from this item.

6 MR ¥ ¥

B094 34 71 00 C-5

Providing Work of Imitated Granite Curb:

120mm (W) X 120mm (H)

Imitated Granite Curb:

120mm (W) X 120mm (H). Cutting and removal work is excluded from this item.

6 MR ¥ ¥

B095 34 71 00 C-2

Providing Work of Speed Hump on Existing Paving

Speed Hump on Existing Paving: Excluding traffic paint. Size and details shall be as shown on Dwg.

20 MR ¥ ¥

B096 34 71 00 C-6

Providing Work of Regulatory Sign: NO

PARKING

1 EA ¥ ¥

B097 34 71 00 C-6

Providing Work of Regulatory Sign: NO

STOPPING

AND NO

PARKING

Subline Item for traffic signs shall be included materials and labor cost to provide traffic signboard only. Task order will be provided with the combination of subline item for sign and

B098 34 71 00 C-6 of Regulatory Sign: Speed Limit

Speed Limit (40, 30, 20, 10 KPH). Subline Item for traffic signs shall be included materials and labor cost to provide traffic signboard only.

Task order will be provided with the…

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File details come from the government source that posted it. Updated Nov 14, 2017.