PC001_Airfield_IDIQ.pdf

Airfield IDIQ Contract for Various Projects MCAS Iwakuni, Japan

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING COMMAND

FEAD IWAKUNI

DATE: 21 Apr 2023

Proposed Change No.PC001 at the

U. S. Marine Corps Air Station, Iwakuni, Japan

Attachment:

(1) Revised TABLE OF CONTENTS – PC001

(2) Revised SCHEDULE OF INDIFINITE QUANTITY WORK – PC001

(3) Revised Section 01 33 00 Submittal Register – PC001

GENERAL INTENT:

The following changes shall be made to the NAVFAC specifications listed herein.

Revised NAVFAC specifications are issued with this change.

NAVFAC Specification: Airfield IDIQ Contract for Various Projects at MCAS Iwakuni, Japan

Changes shall be made to the specifications as follows:

1. Section 32 13 13.43 is removed from this contract.

2. SCHEDULE OF INDIFINITE QUANTITY WORK is modified to reflect changes; removal of items related to Section 32 13 13.43, separation of shoring work from excavation work item and addition of soil disposal work in items.

3. Section 01 33 00 Submittal Register is modified to reflect removal of submittals related to Section 32 13 13.43.

-- End of Proposed Change No. PC001 --

Table of Contents Page 1

TABLE OF CONTENTS

NOTICE TO BIDDERS

ORDER LIMITATION

SCHEDULE OF PRICE

SCHEDULE OF INDEFINITE QUANTITY WORK

SUPPLEMENTARY EXPLANATION OF WORK

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTACT

MANAGEMENT SYSTEM (eCMS)

01 32 16.00 20 CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26A AIRFIELD SAFETY PRECAUTIONS

01 45 00.00 20 CONSTRUCTION QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

Table of Contents Page 2

03 01 30.71 CONCRETE REHABILITATION

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 11.51 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 01 19.61 RESEALING OF JOINTS IN RIGID PAVEMENT

32 11 16.16 BASE COURSE FOR RIGID AND FLEXIBLE PAVING

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR PAVEMENT

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 17 23.00 20 PAVEMENT MARKINGS

32 92 23 SODDING

CONTRACT DRAWINGS

T-01, C-01 through C-19 for Civil Drawings

-- End of Table of Contents --

CUI//FEDCON[when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

DEMOLITION, REMOVAL, AND DISPOSAL

Saw cutting (A001-A005):

a. Includes saw cutting by large machine, or by hand saw where large machines cannot reach, protection of surrounding property, dust containment, proper disposal of debris off of Government property, water if needed where Government fixtures are not accessible, barricades, flagmen, and all safety related equipment to provide saw cutting.

b. A demo plan is required for each task order requiring saw cutting. A demo plan should contain contact information of operator or person in charge, equipment to be used (including safety equipment), dates, times, and room etc. and how the job will start and end including all safety precautions.

c. A minimum per order when exercise will not be less than 5.0m.

A001 Sawcutting of Asphalt Pavement t=50~100 (Section 02 41 00) 240.0 LM -¥

A002 Sawcutting of Concrete Pavement t=100 (Section 02 41 00) 60.0 LM -¥

A003 Sawcutting of Concrete Pavement t=101~250 (Section 02 41 00) 60.0 LM -¥

A004 Sawcutting of Concrete Pavement t=251~350 (Section 02 41 00) 60.0 LM -¥

A005 Sawcutting of Concrete Pavement t=351~400 (Section 02 41 00) 120.0 LM -¥

Concrete and Bituminous Pavement Removal (A006-A012):

a. Break up and remove, by breaking into manageable pieces, plain or reinforced concrete (portland or asphalt).

Load, haul and properly dispose waste off Government property. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety related equipment to provide concrete (portland or asphalt) removal.

b. In some cases the task may require the contractor to use jackhammers and buggy, or light and heavy equipment to break up and remove materials from areas where normal equipment may not be available. Concrete may be plain or reinforced and will be ordered on separate line items.

c. Fabric found during the removal of Portland or asphalt concrete shall be removed as part of the work requirement at no additional cost to the Government.

d. All material shall be removed and disposed at the contractor's expense.

A006 Asphalt Pavement Removal t=50 (Section 02 41 00) 2,280.0 SM -¥

A007 Asphalt Pavement Removal t=100 (Section 02 41 00) 120.0 SM -¥

A008 Plain Concrete Pavement Removal t=100 (Section 02 41 00) 12.0 SM -¥

A009 Plain Concrete Pavement Removal t=101~250 (Section 02 41 00) 12.0 SM -¥

A010 Plain Concrete Pavement Removal t=251~350 (Section 02 41 00) 12.0 SM -¥

A011 Plain Concrete Pavement Removal t=351~400 (Section 02 41 00) 12.0 SM -¥

A012 Reinforced Concrete Pavement Removal t=300~380 (Section 02 41 00) 36.0 SM -¥

Rubber and Paint Removal (A013-A015):

a. Remove 90 percent of all visible rubber and remove all visibly loose, flaking paint as specified in the specification with Government approved high-pressure rubber and paint removal equipment, and properly dispose of debris off of Government property. Contractor shall be responsible for repairing any damage caused by the removal work.

b. All material shall be removed and disposed at the contractor's expense.

A013 Runway Skid Rubber Removal (Section 32 01 11.51) 26,400.0 SM -¥

A014 Paint Removal Using Water Blasting for Cold Application Marking 150mm Wide (Section 32 01 11.51) 600.0 LM -¥

A015 Paint Removal Using Abrasive Method for Hot melt Apprication Type Marking 150mm Wide (Section 32 17

23.00 20)

12.0 LM -¥

Unit Price Est Amt Total

(YEN)

SCHEDULE OF INDIFINITE QUANTITY WORK - "A"

EXHIBIT A Price for the Ordering Period 1

Item No

Description Est. Qty Unit

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

AIRFIELD IDIQ

Page1 Proposed change No.PC001

CUI//FEDCON[when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

EXCAVATION AND GRADING

Excavation, Fill, and Grading (A016-A022)

a. Excavate, fill, and grade to elevation and limits indicated on task order, or which have been already established by previous contracts. Excavate or fill to achieve proper drainage. Import additional Suitable Material (Section 31 23 00.00 20) as required and compact to required in-place density and provide third party verification of suitable material and in-place density testing. Dispose of surplus excavated material shall be off Government property.

b. Contractor shall field verify all underground utilities and repair all damage utilities caused during construction at contractor’s expense.

c. Repair, rehabilitation, or replacement of ditches or fills destroyed or damaged by storms, floods, or other discrete events, provided the repair, rehabilitation, or replacement.

d. Remove accumulated sediments and debris in the vicinity of existing structures (e.g., bridges, culverted road crossings, water intake structures, roadways, runways, taxiways, etc.) and/or the placement of new or additional riprap to protect the structure or minimum amount of grading to restore proper site drainage.

e. Includes protection of surrounding property, dust containment, disposal of debris, excess material, demolition plan, work plan, and all required worker safety equipment.

g. At the Government’s discretion, salvaged material may be retained for future or current use. The Government will notify the Contractor prior to the start of work what materials and equipment shall be salvaged.

If the Government decides to salvage material and equipment, the Contractor will be directed to perform the one of the following:

Transport and unload the material to any location on the base at no additional cost.

A016 Excavation - Back-hoe 0.8m3 (Section 31 00 00) 480.0 CM -¥

A017 Excavation - Back-hoe 0.45m3 (Section 31 00 00) 200.0 CM -¥

A018 Excavation - Back-hoe 0.28m3 (Section 31 00 00) 200.0 CM -¥

A019 Hand Excavation (Section 31 00 00) 12.0 CM -¥

A020 Backfill/Grade at Trench bed (Section 31 00 00, 31 23 00.00 20) 180.0 SM -¥

A021 Backfill Trench (Section 31 00 00, 31 23 00.00 20) 240.0 CM -¥

A022 Load, transport and dispose of soil (Section 01 74 19) 500.0 CM -¥

AGGREGATE

Aggregate and Fine Aggregate Base Course (A023-A026):

a. Aggregate or aggregate base course shall be furnished and applied to elevations shown, or to achieve drainage when elevations are not shown. Apply in maximum of 6" lifts unless otherwise directed by the Government and compact to the density percentage required. Protect work area so that new grade and fine aggregates are not lost.

Provide density test and results.

b. Includes protection of surrounding property, dust containment, providing and placing barricades, flagmen, and all safety-related equipment.

A023 Grading of Sub base Including t=20 Additional Gravel (Section 32 11 16.16, 32 11 24) 1,200.0 SM -¥

A024 Base Course t=100 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM -¥

A025 Base Course t=150 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM -¥

A026 Base Course t=200 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM -¥

CRACK SEALING AND BITUMINOUS

Bituminous (A027-A030):

a. Liquid bituminous is ordered as a prime or tack coat for new asphalt paving work. See spec. for rate of application and method.

b. Crack sealing includes cleaning cracks, herbicide, sealant application and clean up.

c. Asphalt concrete includes providing, delivery, placement to grade on prepared surface, compaction, and test.

Liquid bituminous prime or tack coat will be ordered on separate line items. Voids filled with asphalt concrete before paving is started are not considered pothole repair.

d. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related equipment. CUI//FEDCON [when filled in]

Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Page2 Proposed change No.PC001

CUI//FEDCON[when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

e. Pavement cutting for crack sealing shall be finished the day before sealing work.

A027 Prime Coat PK-3 (Section 32 12 10) 2,400.0 SM -¥

A028 Tack Coat PK-4 (Section 32 12 10) 36.0 SM -¥

A029 Crack Repair Using Polysulfide Sealer (Section 32 01 19.61) 180.0 LM -¥

A030 Asphalt Concrete Paving t=50 (Section 32 12 17) 2,400.0 SM -¥

CONCRETE PAVEMENT

Concrete Pavement (A031-A045):

a. Concrete aprons, valley gutters, handicap aprons, slabs and misc. shapes placed and installed by various methods and machines, includes forms, vapor barrier, expansion material, concrete placement, curing, backfill, and fine grade of existing earth. Excavation, stone, topsoil, and sodding will be ordered on separate line items as needed.

b. Minor edge repairs, surface spalls and crack repairs. Remove loose or deleterious material up to one-inch deep and hand patch to blend into existing with a epoxy grout. Includes curing.

c. Joint sealing includes cleaning cracks, herbicide, vegetation removal, sealant application and cleanup.

d. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related

e. If the shape of the spall repair range does not match, choose the valume shown in parentheses.

A031 Concrete Form (Section32 13 13.06) 12.0 SM -¥

A032 Concrete Paving t=250 (Section32 13 13.06) 30.0 SM -¥

A033 Concrete Paving t=380 (Section32 13 13.06) 30.0 SM -¥

A034 Spall Repairs - Size: 200 x200 x75 deep (3.0Liter) (Section 03 01 30.71) 24.0 EA -¥

A035 Spall Repairs - Size: 200 x300 x75 deep (4.5Liter) (Section 03 01 30.71) 24.0 EA -¥

A036 Spall Repairs - Size: 250 x300 x75 deep (5.63Liter) (Section 03 01 30.71) 12.0 EA -¥

A037 Spall Repairs - Size: 300 x300 x75 deep (6.75Liter) (Section 03 01 30.71) 6.0 EA -¥

A038 Spall Repairs - Size: 250 x450 x75 deep (8.45Liter) (Section 03 01 30.71) 6.0 EA -¥

A039 Contraction/Construction Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 84.0 LM -¥

A040 Expansion Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 36.0 LM -¥

A041 Expansion Joint with Silicone Sealer in New Pavement (Section 32 01 19) 36.0 LM -¥

A042 Joint Resealing for Contraction/Construction Joint Using Polysulfide Sealer 8w x 6d (Section 32 01 19.61) 30,700.0 LM -¥

A043 Joint Resealing for Expansion Joint Using Polysulfide Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM -¥

A044 Joint Resealing for Expansion Joint Using Silicone Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM -¥

A045 Joint Resealing for Contraction/Construction Joint Using Silicone Sealer 10w x 7d (Section 32 01 19.61) 15.0 LM -¥

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Page3 Proposed change No.PC001

CUI//FEDCON[when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

PAVEMENT MARKINGS

Pavement Markings(A046-A062):

a. All removal of markings includes demo plans for approval, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.

b. Remove raised or recessed paint in accordance with the specifications.

c. Raised and recessed the hot melt application must be removed per manufacturer's directions.

d. All debris must be removed and disposed off of Government property at the contractor's expense.

e. Pavement markings (including curbs with various colors) installation includes work schedules, preparation, layout, materials, applications, cleanup, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.

A046 Cold Application type - 150 Wide White without Beads (Section 32 17 23.00 20) 9,600.0 LM -¥

A047 Cold Application type - 150 Wide White with Beads (Section 32 17 23.00 20) 7,200.0 LM -¥

A048 Cold Application type - 150 Wide Yellow without Beads (Section 32 17 23.00 20) 3,600.0 LM -¥

A049 Cold Application type - 150 Wide Yellow with Beads (Section 32 17 23.00 20) 36,000.0 LM -¥

A050 Cold Application type - 150 Wide Red with Beads (Section 32 17 23.00 20) 48.0 LM -¥

A051 Cold Application type - 150 Wide Black without Beads (Section 32 17 23.00 20) 72,000.0 LM -¥

A052 Hot Melt Application type - 150 Wide White (Section 32 17 23.00 20) 240.0 LM -¥

A053 Hot Melt Application type - 150 Wide Yellow (Section 32 17 23.00 20) 240.0 LM -¥

A054 Cold/Hot Melt Application type - White Letters h=300~400 (Section 32 17 23.00 20) 6.0 EA -¥

A055 Cold/Hot Melt Application type - White Letters h=500~1000 (Section 32 17 23.00 20) 6.0 EA -¥

A056 Cold/Hot Melt Application type - White Letters h=1100~1500 (Section 32 17 23.00 20) 6.0 EA -¥

A057 Cold/Hot Melt Application type - White Letters h=1600~2000 (Section 32 17 23.00 20) 12.0 EA -¥

A058 Hot Melt Application type - White Arrow (Section 32 17 23.00 20) 1.0 EA -¥

A059 Hot Melt Application type - White Handicapped Sign (Section 32 17 23.00 20) 1.0 EA -¥

A060 Hot Melt Application type - White Bicycle Sign (Section 32 17 23.00 20) 1.0 EA -¥

A061 Hot Melt Application type - White Stop Sign (Section 32 17 23.00 20) 6.0 EA -¥

A062 Cleaning of 150 Wide Pavement Marking (Section 32 17 23.00 20) 600.0 LM -¥

MISCELLANEOUS

Tie-bar and dowel bar (A063-A066)

a. Provide tie-bar or dowel bar between new pavement and existing pavement as specified by the quantity in this price table. (Specific locations shall be coordinated with base contracting officer)

A063 Tie Bar D22 x 1200 (Sections 32 13 13.06) 12.0 EA -¥

A064 Tie Bar or Dowel Bar D29(29 dia.) x 550 (Sections 32 13 13.06) 12.0 EA -¥

A065 Tie Bar or Dowel Bar D32(32 dia.) x 550(600) (Sections 32 13 13.06) 12.0 EA -¥

A066 Tie Bar or Dowel Bar D38(38 dia.) x 750 (Sections 32 13 13.06) 15.0 EA -¥

Reinforcing steel bar (A067)

a. provide reinforcement for concrete pavement as necessary. Size and arrangement of the reinforcement will be directed by officer in charge of construction.

A067 Reinforcing Steel (Sections 32 13 13.06) 3.6 TON -¥ CUI//FEDCON [when filled in]

Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Page4 Proposed change No.PC001

CUI//FEDCON[when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

Sodding (A068-A070)

a. Finished grades shall have a positive slope towards existing drainage and no stagnatation.

b. All sodding pieces shall be anchered at each corner with bamboo pegs.

A068 Sodding and ground leveling without fertilizing (Section 32 92 23) 240.0 SM -¥

A069 Sodding, fertilizing and ground leveling (Section 32 92 23) 2,400.0 SM -¥

A070 Sodding, fertilizing and ground leveling (Replace exist soil with new 100 thk D.G.) (Section 32 92 23) 2,400.0 SM -¥

ELINs A071 and A072 of Exhibit cover, but are not limited to, the cost for labor, materials, and various types of equipment required to provide repair work, modifications, or new work in conjunction with other work ordered under the bid schedule. The Government shall provide the Contractor with a scope of work that is to be performed.

A071 Non-Prepriced Labor - (Must be negotiated by contracting officer NTE) 4,800,000¥

A072 Non-Prepriced Materials - (Must be negotiated by contracting officer NTE) 32,000,000¥

TOTAL (A001 through A072)Not-to Exceed

Abbreviations:

SM = Square Meter LM = Linear Meter CM = Cubic Meter EA = Each LS = Lump Sum DY = Days HR = Hours Est. Qty = Estimated Quantity Est Amt = Estimated Amount

NOTE: Unit of measure showing the size in each ELIN description is in millimeter.

NON-PREPRICED MATERIAL, LABOR

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Page5 Proposed change No.PC001

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

DEMOLITION, REMOVAL, AND DISPOSAL

Saw cutting (B001-B005):

a. Includes saw cutting by large machine, or by hand saw where large machines cannot reach, protection of surrounding property, dust containment, proper disposal of debris off of Government property, water if needed where Government fixtures are not accessible, barricades, flagmen, and all safety related equipment to provide saw cutting.

b. A demo plan is required for each task order requiring saw cutting. A demo plan should contain contact information of operator or person in charge, equipment to be used (including safety equipment), dates, times, and room etc. and how the job will start and end including all safety precautions.

c. A minimum per order when exercise will not be less than 5.0m.

B001 Sawcutting of Asphalt Pavement t=50~100 (Section 02 41 00) 240.0 LM -¥

B002 Sawcutting of Concrete Pavement t=100 (Section 02 41 00) 60.0 LM -¥

B003 Sawcutting of Concrete Pavement t=101~250 (Section 02 41 00) 60.0 LM -¥

B004 Sawcutting of Concrete Pavement t=251~350 (Section 02 41 00) 60.0 LM -¥

B005 Sawcutting of Concrete Pavement t=351~400 (Section 02 41 00) 120.0 LM -¥

Concrete and Bituminous Pavement Removal (B006-B012):

a. Break up and remove, by breaking into manageable pieces, plain or reinforced concrete (portland or asphalt).

Load, haul and properly dispose waste off Government property. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety related equipment to provide concrete (portland or asphalt) removal.

b. In some cases the task may require the contractor to use jackhammers and buggy, or light and heavy equipment to break up and remove materials from areas where normal equipment may not be available. Concrete may be plain or reinforced and will be ordered on separate line items.

c. Fabric found during the removal of Portland or asphalt concrete shall be removed as part of the work requirement at no additional cost to the Government.

d. All material shall be removed and disposed at the contractor's expense.

B006 Asphalt Pavement Removal t=50 (Section 02 41 00) 2,280.0 SM -¥

B007 Asphalt Pavement Removal t=100 (Section 02 41 00) 120.0 SM -¥

B008 Plain Concrete Pavement Removal t=100 (Section 02 41 00) 12.0 SM -¥

B009 Plain Concrete Pavement Removal t=101~250 (Section 02 41 00) 12.0 SM -¥

B010 Plain Concrete Pavement Removal t=251~350 (Section 02 41 00) 12.0 SM -¥

B011 Plain Concrete Pavement Removal t=351~400 (Section 02 41 00) 12.0 SM -¥

B012 Reinforced Concrete Pavement Removal t=300~380 (Section 02 41 00) 36.0 SM -¥

Rubber and Paint Removal (B013-B015):

a. Remove 90 percent of all visible rubber and remove all visibly loose, flaking paint as specified in the specification with Government approved high-pressure rubber and paint removal equipment, and properly dispose of debris off of Government property. Contractor shall be responsible for repairing any damage caused by the removal work.

b. All material shall be removed and disposed at the contractor's expense.

B013 Runway Skid Rubber Removal (Section 32 01 11.51) 26,400.0 SM -¥

B014 Paint Removal Using Water Blasting for Cold Application Marking 150mm Wide (Section 32 01 11.51) 600.0 LM -¥

B015 Paint Removal Using Abrasive Method for Hot melt Apprication Type Marking 150mm Wide (Section 32 17

23.00 20)

12.0 LM -¥

Unit Price Est Amt Total

(YEN)

SCHEDULE OF INDIFINITE QUANTITY WORK - "B"

EXHIBIT B Price for the Ordering Period 2

Item No

Description Est. Qty Unit

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

EXCAVATION AND GRADING

Excavation, Fill, and Grading (B016-B022)

a. Excavate, fill, and grade to elevation and limits indicated on task order, or which have been already established by previous contracts. Excavate or fill to achieve proper drainage. Import additional Suitable Material (Section 31 23 00.00 20) as required and compact to required in-place density and provide third party verification of suitable material and in-place density testing. Dispose of surplus excavated material shall be off Government property.

b. Contractor shall field verify all underground utilities and repair all damage utilities caused during construction at contractor’s expense.

c. Repair, rehabilitation, or replacement of ditches or fills destroyed or damaged by storms, floods, or other discrete events, provided the repair, rehabilitation, or replacement.

d. Remove accumulated sediments and debris in the vicinity of existing structures (e.g., bridges, culverted road crossings, water intake structures, roadways, runways, taxiways, etc.) and/or the placement of new or additional riprap to protect the structure or minimum amount of grading to restore proper site drainage.

e. Includes protection of surrounding property, dust containment, disposal of debris, excess material, demolition plan, work plan, and all required worker safety equipment.

g. At the Government’s discretion, salvaged material may be retained for future or current use. The Government will notify the Contractor prior to the start of work what materials and equipment shall be salvaged.

If the Government decides to salvage material and equipment, the Contractor will be directed to perform the one of the following:

Transport and unload the material to any location on the base at no additional cost.

B016 Excavation - Back-hoe 0.8m3 (Section 31 00 00) 480.0 CM -¥

B017 Excavation - Back-hoe 0.45m3 (Section 31 00 00) 200.0 CM -¥

B018 Excavation - Back-hoe 0.28m3 (Section 31 00 00) 200.0 CM -¥

B019 Hand Excavation (Section 31 00 00) 12.0 CM -¥

B020 Backfill/Grade at Trench bed (Section 31 00 00, 31 23 00.00 20) 180.0 SM -¥

B021 Backfill Trench (Section 31 00 00, 31 23 00.00 20) 240.0 CM -¥

B022 Load, transport and dispose of soil (Section 01 74 19) 500.0 CM -¥

AGGREGATE

Aggregate and Fine Aggregate Base Course (B023-B026):

a. Aggregate or aggregate base course shall be furnished and applied to elevations shown, or to achieve drainage when elevations are not shown. Apply in maximum of 6" lifts unless otherwise directed by the Government and compact to the density percentage required. Protect work area so that new grade and fine aggregates are not lost.

Provide density test and results.

b. Includes protection of surrounding property, dust containment, providing and placing barricades, flagmen, and all safety-related equipment.

B023 Grading of Sub base Including t=20 Additional Gravel (Section 32 11 16.16, 32 11 24) 1,200.0 SM -¥

B024 Base Course t=100 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM -¥

B025 Base Course t=150 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM -¥

B026 Base Course t=200 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM -¥

CRACK SEALING AND BITUMINOUS

Bituminous (B027-B030):

a. Liquid bituminous is ordered as a prime or tack coat for new asphalt paving work. See spec. for rate of application and method.

b. Crack sealing includes cleaning cracks, herbicide, sealant application and clean up.

c. Asphalt concrete includes providing, delivery, placement to grade on prepared surface, compaction, and test.

Liquid bituminous prime or tack coat will be ordered on separate line items. Voids filled with asphalt concrete before paving is started are not considered pothole repair.

d. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related equipment. CUI//FEDCON [when filled in]

Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

e. Pavement cutting for crack sealing shall be finished the day before sealing work.

B027 Prime Coat PK-3 (Section 32 12 10) 2,400.0 SM -¥

B028 Tack Coat PK-4 (Section 32 12 10) 36.0 SM -¥

B029 Crack Repair Using Polysulfide Sealer (Section 32 01 19.61) 180.0 LM -¥

B030 Asphalt Concrete Paving t=50 (Section 32 12 17) 2,400.0 SM -¥

CONCRETE PAVEMENT

Concrete Pavement (B031-B045):

a. Concrete aprons, valley gutters, handicap aprons, slabs and misc. shapes placed and installed by various methods and machines, includes forms, vapor barrier, expansion material, concrete placement, curing, backfill, and fine grade of existing earth. Excavation, stone, topsoil, and sodding will be ordered on separate line items as needed.

b. Minor edge repairs, surface spalls and crack repairs. Remove loose or deleterious material up to one-inch deep and hand patch to blend into existing with a epoxy grout. Includes curing.

c. Joint sealing includes cleaning cracks, herbicide, vegetation removal, sealant application and cleanup.

d. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related

e. If the shape of the spall repair range does not match, choose the valume shown in parentheses.

B031 Concrete Form (Section32 13 13.06) 12.0 SM -¥

B032 Concrete Paving t=250 (Section32 13 13.06) 30.0 SM -¥

B033 Concrete Paving t=380 (Section32 13 13.06) 30.0 SM -¥

B034 Spall Repairs - Size: 200 x200 x75 deep (3.0Liter) (Section 03 01 30.71) 24.0 EA -¥

B035 Spall Repairs - Size: 200 x300 x75 deep (4.5Liter) (Section 03 01 30.71) 24.0 EA -¥

B036 Spall Repairs - Size: 250 x300 x75 deep (5.63Liter) (Section 03 01 30.71) 12.0 EA -¥

B037 Spall Repairs - Size: 300 x300 x75 deep (6.75Liter) (Section 03 01 30.71) 6.0 EA -¥

B038 Spall Repairs - Size: 250 x450 x75 deep (8.45Liter) (Section 03 01 30.71) 6.0 EA -¥

B039 Contraction/Construction Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 84.0 LM -¥

B040 Expansion Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 36.0 LM -¥

B041 Expansion Joint with Silicone Sealer in New Pavement (Section 32 01 19) 36.0 LM -¥

B042 Joint Resealing for Contraction/Construction Joint Using Polysulfide Sealer 8w x 6d (Section 32 01 19.61) 30,700.0 LM -¥

B043 Joint Resealing for Expansion Joint Using Polysulfide Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM -¥

B044 Joint Resealing for Expansion Joint Using Silicone Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM -¥

B045 Joint Resealing for Contraction/Construction Joint Using Silicone Sealer 10w x 7d (Section 32 01 19.61) 15.0 LM -¥

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

PAVEMENT MARKINGS

Pavement Markings(B046-B062):

a. All removal of markings includes demo plans for approval, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.

b. Remove raised or recessed paint in accordance with the specifications.

c. Raised and recessed the hot melt application must be removed per manufacturer's directions.

d. All debris must be removed and disposed off of Government property at the contractor's expense.

e. Pavement markings (including curbs with various colors) installation includes work schedules, preparation, layout, materials, applications, cleanup, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.

B046 Cold Application type - 150 Wide White without Beads (Section 32 17 23.00 20) 9,600.0 LM -¥

B047 Cold Application type - 150 Wide White with Beads (Section 32 17 23.00 20) 7,200.0 LM -¥

B048 Cold Application type - 150 Wide Yellow without Beads (Section 32 17 23.00 20) 3,600.0 LM -¥

B049 Cold Application type - 150 Wide Yellow with Beads (Section 32 17 23.00 20) 36,000.0 LM -¥

B050 Cold Application type - 150 Wide Red with Beads (Section 32 17 23.00 20) 48.0 LM -¥

B051 Cold Application type - 150 Wide Black without Beads (Section 32 17 23.00 20) 72,000.0 LM -¥

B052 Hot Melt Application type - 150 Wide White (Section 32 17 23.00 20) 240.0 LM -¥

B053 Hot Melt Application type - 150 Wide Yellow (Section 32 17 23.00 20) 240.0 LM -¥

B054 Cold/Hot Melt Application type - White Letters h=300~400 (Section 32 17 23.00 20) 6.0 EA -¥

B055 Cold/Hot Melt Application type - White Letters h=500~1000 (Section 32 17 23.00 20) 6.0 EA -¥

B056 Cold/Hot Melt Application type - White Letters h=1100~1500 (Section 32 17 23.00 20) 6.0 EA -¥

B057 Cold/Hot Melt Application type - White Letters h=1600~2000 (Section 32 17 23.00 20) 12.0 EA -¥

B058 Hot Melt Application type - White Arrow (Section 32 17 23.00 20) 1.0 EA -¥

B059 Hot Melt Application type - White Handicapped Sign (Section 32 17 23.00 20) 1.0 EA -¥

B060 Hot Melt Application type - White Bicycle Sign (Section 32 17 23.00 20) 1.0 EA -¥

B061 Hot Melt Application type - White Stop Sign (Section 32 17 23.00 20) 6.0 EA -¥

B062 Cleaning of 150 Wide Pavement Marking (Section 32 17 23.00 20) 600.0 LM -¥

MISCELLANEOUS

Tie-bar and dowel bar (B063-B066)

a. Provide tie-bar or dowel bar between new pavement and existing pavement as specified by the quantity in this price table. (Specific locations shall be coordinated with base contracting officer)

B063 Tie Bar D22 x 1200 (Sections 32 13 13.06) 12.0 EA -¥

B064 Tie Bar or Dowel Bar D29(29 dia.) x 550 (Sections 32 13 13.06) 12.0 EA -¥

B065 Tie Bar or Dowel Bar D32(32 dia.) x 550(600) (Sections 32 13 13.06) 12.0 EA -¥

B066 Tie Bar or Dowel Bar D38(38 dia.) x 750 (Sections 32 13 13.06) 15.0 EA -¥

Reinforcing steel bar (B067)

a. Provide reinforcement for concrete pavement as necessary. Size and arrangement of the reinforcement will be directed by officer in charge of construction.

B067 Reinforcing Steel (Sections 32 13 13.06) 3.6 TON -¥ CUI//FEDCON [when filled in]

Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

Sodding (B068-B070)

a. Finished grades shall have a positive slope towards existing drainage and no stagnatation.

b. All sodding pieces shall be anchered at each corner with bamboo pegs.

B068 Sodding and ground leveling without fertilizing (Section 32 92 23) 240.0 SM -¥

B069 Sodding, fertilizing and ground leveling (Section 32 92 23) 2,400.0 SM -¥

B070 Sodding, fertilizing and ground leveling (Replace exist soil with new 100 thk D.G.) (Section 32 92 23) 2,400.0 SM -¥

ELINs B071 and B072 of Exhibit cover, but are not limited to, the cost for labor, materials, and various types of equipment required to provide repair work, modifications, or new work in conjunction with other work ordered under the bid schedule. The Government shall provide the Contractor with a scope of work that is to be performed.

B071 Non-Prepriced Labor - (Must be negotiated by contracting officer NTE) 4,800,000¥

B072 Non-Prepriced Materials - (Must be negotiated by contracting officer NTE) 32,000,000¥

TOTAL (B001 through B072)Not-to Exceed

Abbreviations:

SM = Square Meter LM = Linear Meter CM = Cubic Meter EA = Each LS = Lump Sum DY = Days HR = Hours Est. Qty = Estimated Quantity Est Amt = Estimated Amount

NOTE: Unit of measure showing the size in each ELIN description is in millimeter.

NON-PREPRICED MATERIAL, LABOR

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

DEMOLITION, REMOVAL, AND DISPOSAL

Saw cutting (C001-C005):

a. Includes saw cutting by large machine, or by hand saw where large machines cannot reach, protection of surrounding property, dust containment, proper disposal of debris off of Government property, water if needed where Government fixtures are not accessible, barricades, flagmen, and all safety related equipment to provide saw cutting.

b. A demo plan is required for each task order requiring saw cutting. A demo plan should contain contact information of operator or person in charge, equipment to be used (including safety equipment), dates, times, and room etc. and how the job will start and end including all safety precautions.

c. A minimum per order when exercise will not be less than 5.0m.

C001 Sawcutting of Asphalt Pavement t=50~100 (Section 02 41 00) 240.0 LM -¥

C002 Sawcutting of Concrete Pavement t=100 (Section 02 41 00) 60.0 LM -¥

C003 Sawcutting of Concrete Pavement t=101~250 (Section 02 41 00) 60.0 LM -¥

C004 Sawcutting of Concrete Pavement t=251~350 (Section 02 41 00) 60.0 LM -¥

C005 Sawcutting of Concrete Pavement t=351~400 (Section 02 41 00) 120.0 LM -¥

Concrete and Bituminous Pavement Removal (C006-C012):

a. Break up and remove, by breaking into manageable pieces, plain or reinforced concrete (portland or asphalt).

Load, haul and properly dispose waste off Government property. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety related equipment to provide concrete (portland or asphalt) removal.

b. In some cases the task may require the contractor to use jackhammers and buggy, or light and heavy equipment to break up and remove materials from areas where normal equipment may not be available. Concrete may be plain or reinforced and will be ordered on separate line items.

c. Fabric found during the removal of Portland or asphalt concrete shall be removed as part of the work requirement at no additional cost to the Government.

d. All material shall be removed and disposed at the contractor's expense.

C006 Asphalt Pavement Removal t=50 (Section 02 41 00) 2,280.0 SM -¥

C007 Asphalt Pavement Removal t=100 (Section 02 41 00) 120.0 SM -¥

C008 Plain Concrete Pavement Removal t=100 (Section 02 41 00) 12.0 SM -¥

C009 Plain Concrete Pavement Removal t=101~250 (Section 02 41 00) 12.0 SM -¥

C010 Plain Concrete Pavement Removal t=251~350 (Section 02 41 00) 12.0 SM -¥

C011 Plain Concrete Pavement Removal t=351~400 (Section 02 41 00) 12.0 SM -¥

C012 Reinforced Concrete Pavement Removal t=300~380 (Section 02 41 00) 36.0 SM -¥

Rubber and Paint Removal (C013-C015):

a. Remove 90 percent of all visible rubber and remove all visibly loose, flaking paint as specified in the specification with Government approved high-pressure rubber and paint removal equipment, and properly dispose of debris off of Government property. Contractor shall be responsible for repairing any damage caused by the removal work.

b. All material shall be removed and disposed at the contractor's expense.

C013 Runway Skid Rubber Removal (Section 32 01 11.51) 26,400.0 SM -¥

C014 Paint Removal Using Water Blasting for Cold Application Marking 150mm Wide (Section 32 01 11.51) 600.0 LM -¥

C015 Paint Removal Using Abrasive Method for Hot melt Apprication Type Marking 150mm Wide (Section 32 17

23.00 20)

12.0 LM -¥

Unit Price Est Amt Total

(YEN)

SCHEDULE OF INDIFINITE QUANTITY WORK - "C"

EXHIBIT C Price for the Ordering Period 3

Item No

Description Est. Qty Unit

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

EXCAVATION AND GRADING

Excavation, Fill, and Grading (C016-C022)

a. Excavate, fill, and grade to elevation and limits indicated on task order, or which have been already established by previous contracts. Excavate or fill to achieve proper drainage. Import additional Suitable Material (Section 31 23 00.00 20) as required and compact to required in-place density and provide third party verification of suitable material and in-place density testing. Dispose of surplus excavated material shall be off Government property.

b. Contractor shall field verify all underground utilities and repair all damage utilities caused during construction at contractor’s expense.

c. Repair, rehabilitation, or replacement of ditches or fills destroyed or damaged by storms, floods, or other discrete events, provided the repair, rehabilitation, or replacement.

d. Remove accumulated sediments and debris in the vicinity of existing structures (e.g., bridges, culverted road crossings, water intake structures, roadways, runways, taxiways, etc.) and/or the placement of new or additional riprap to protect the structure or minimum amount of grading to restore proper site drainage.

e. Includes protection of surrounding property, dust containment, disposal of debris, excess material, demolition plan, work plan, and all required worker safety equipment.

g. At the Government’s discretion, salvaged material may be retained for future or current use. The Government will notify the Contractor prior to the start of work what materials and equipment shall be salvaged.

If the Government decides to salvage material and equipment, the Contractor will be directed to perform the one of the following:

Transport and unload the material to any location on the base at no additional cost.

C016 Excavation - Back-hoe 0.8m3 (Section 31 00 00) 480.0 CM -¥

C017 Excavation - Back-hoe 0.45m3 (Section 31 00 00) 200.0 CM -¥

C018 Excavation - Back-hoe 0.28m3 (Section 31 00 00) 200.0 CM -¥

C019 Hand Excavation (Section 31 00 00) 12.0 CM -¥

C020 Backfill/Grade at Trench bed (Section 31 00 00, 31 23 00.00 20) 180.0 SM -¥

C021 Backfill Trench (Section 31 00 00, 31 23 00.00 20) 240.0 CM -¥

C022 Load, transport and dispose of soil (Section 01 74 19) 500.0 CM -¥

AGGREGATE

Aggregate and Fine Aggregate Base Course (C023-C026):

a. Aggregate or aggregate base course shall be furnished and applied to elevations shown, or to achieve drainage when elevations are not shown. Apply in maximum of 6" lifts unless otherwise directed by the Government and compact to the density percentage required. Protect work area so that new grade and fine aggregates are not lost.

Provide density test and results.

b. Includes protection of surrounding property, dust containment, providing and placing barricades, flagmen, and all safety-related equipment.

C023 Grading of Sub base Including t=20 Additional Gravel (Section 32 11 16.16, 32 11 24) 1,200.0 SM -¥

C024 Base Course t=100 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM -¥

C025 Base Course t=150 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM -¥

C026 Base Course t=200 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM -¥

CRACK SEALING AND BITUMINOUS

Bituminous (C027-C030):

a. Liquid bituminous is ordered as a prime or tack coat for new asphalt paving work. See spec. for rate of application and method.

b. Crack sealing includes cleaning cracks, herbicide, sealant application and clean up.

c. Asphalt concrete includes providing, delivery, placement to grade on prepared surface, compaction, and test.

Liquid bituminous prime or tack coat will be ordered on separate line items. Voids filled with asphalt concrete before paving is started are not considered pothole repair.

d. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related equipment. CUI//FEDCON [when filled in]

Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

e. Pavement cutting for crack sealing shall be finished the day before sealing work.

C027 Prime Coat PK-3 (Section 32 12 10) 2,400.0 SM -¥

C028 Tack Coat PK-4 (Section 32 12 10) 36.0 SM -¥

C029 Crack Repair Using Polysulfide Sealer (Section 32 01 19.61) 180.0 LM -¥

C030 Asphalt Concrete Paving t=50 (Section 32 12 17) 2,400.0 SM -¥

CONCRETE PAVEMENT

Concrete Pavement (C031-C045):

a. Concrete aprons, valley gutters, handicap aprons, slabs and misc. shapes placed and installed by various methods and machines, includes forms, vapor barrier, expansion material, concrete placement, curing, backfill, and fine grade of existing earth. Excavation, stone, topsoil, and sodding will be ordered on separate line items as needed.

b. Minor edge repairs, surface spalls and crack repairs. Remove loose or deleterious material up to one-inch deep and hand patch to blend into existing with a epoxy grout. Includes curing.

c. Joint sealing includes cleaning cracks, herbicide, vegetation removal, sealant application and cleanup.

d. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related

e. If the shape of the spall repair range does not match, choose the valume shown in parentheses.

C031 Concrete Form (Section32 13 13.06) 12.0 SM -¥

C032 Concrete Paving t=250 (Section32 13 13.06) 30.0 SM -¥

C033 Concrete Paving t=380 (Section32 13 13.06) 30.0 SM -¥

C034 Spall Repairs - Size: 200 x200 x75 deep (3.0Liter) (Section 03 01 30.71) 24.0 EA -¥

C035 Spall Repairs - Size: 200 x300 x75 deep (4.5Liter) (Section 03 01 30.71) 24.0 EA -¥

C036 Spall Repairs - Size: 250 x300 x75 deep (5.63Liter) (Section 03 01 30.71) 12.0 EA -¥

C037 Spall Repairs - Size: 300 x300 x75 deep (6.75Liter) (Section 03 01 30.71) 6.0 EA -¥

C038 Spall Repairs - Size: 250 x450 x75 deep (8.45Liter) (Section 03 01 30.71) 6.0 EA -¥

C039 Contraction/Construction Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 84.0 LM -¥

C040 Expansion Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 36.0 LM -¥

C041 Expansion Joint with Silicone Sealer in New Pavement (Section 32 01 19) 36.0 LM -¥

C042 Joint Resealing for Contraction/Construction Joint Using Polysulfide Sealer 8w x 6d (Section 32 01 19.61) 30,700.0 LM -¥

C043 Joint Resealing for Expansion Joint Using Polysulfide Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM -¥

C044 Joint Resealing for Expansion Joint Using Silicone Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM -¥

C045 Joint Resealing for Contraction/Construction Joint Using Silicone Sealer 10w x 7d (Section 32 01 19.61) 15.0 LM -¥

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

PAVEMENT MARKINGS

Pavement Markings(C046-C062):

a. All removal of markings includes demo plans for approval, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.

b. Remove raised or recessed paint in accordance with the specifications.

c. Raised and recessed the hot melt application must be removed per manufacturer's directions.

d. All debris must be removed and disposed off of Government property at the contractor's expense.

e. Pavement markings (including curbs with various colors) installation includes work schedules, preparation, layout, materials, applications, cleanup, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.

C046 Cold Application type - 150 Wide White without Beads (Section 32 17 23.00 20) 9,600.0 LM -¥

C047 Cold Application type - 150 Wide White with Beads (Section 32 17 23.00 20) 7,200.0 LM -¥

C048 Cold Application type - 150 Wide Yellow without Beads (Section 32 17 23.00 20) 3,600.0 LM -¥

C049 Cold Application type - 150 Wide Yellow with Beads (Section 32 17 23.00 20) 36,000.0 LM -¥

C050 Cold Application type - 150 Wide Red with Beads (Section 32 17 23.00 20) 48.0 LM -¥

C051 Cold Application type - 150 Wide Black without Beads (Section 32 17 23.00 20) 72,000.0 LM -¥

C052 Hot Melt Application type - 150 Wide White (Section 32 17 23.00 20) 240.0 LM -¥

C053 Hot Melt Application type - 150 Wide Yellow (Section 32 17 23.00 20) 240.0 LM -¥

C054 Cold/Hot Melt Application type - White Letters h=300~400 (Section 32 17 23.00 20) 6.0 EA -¥

C055 Cold/Hot Melt Application type - White Letters h=500~1000 (Section 32 17 23.00 20) 6.0 EA -¥

C056 Cold/Hot Melt Application type - White Letters h=1100~1500 (Section 32 17 23.00 20) 6.0 EA -¥

C057 Cold/Hot Melt Application type - White Letters h=1600~2000 (Section 32 17 23.00 20) 12.0 EA -¥

C058 Hot Melt Application type - White Arrow (Section 32 17 23.00 20) 1.0 EA -¥

C059 Hot Melt Application type - White Handicapped Sign (Section 32 17 23.00 20) 1.0 EA -¥

C060 Hot Melt Application type - White Bicycle Sign (Section 32 17 23.00 20) 1.0 EA -¥

C061 Hot Melt Application type - White Stop Sign (Section 32 17 23.00 20) 6.0 EA -¥

C062 Cleaning of 150 Wide Pavement Marking (Section 32 17 23.00 20) 600.0 LM -¥

MISCELLANEOUS

Tie-bar and dowel bar (C063-A066)

a. Provide tie-bar or dowel bar between new pavement and existing pavement as specified by the quantity in this price table. (Specific locations shall be coordinated with base contracting officer)

C063 Tie Bar D22 x 1200 (Sections 32 13 13.06) 12.0 EA -¥

C064 Tie Bar or Dowel Bar D29(29 dia.) x 550 (Sections 32 13 13.06) 12.0 EA -¥

C065 Tie Bar or Dowel Bar D32(32 dia.) x 550(600) (Sections 32 13 13.06) 12.0 EA -¥

C066 Tie Bar or Dowel Bar D38(38 dia.) x 750 (Sections 32 13 13.06) 15.0 EA -¥

Reinforcing steel bar (C067)

a. provide reinforcement for concrete pavement as necessary. Size and arrangement of the reinforcement will be directed by officer in charge of construction.

C067 Reinforcing Steel (Sections 32 13 13.06) 3.6 TON -¥ CUI//FEDCON [when filled in]

Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Unit Price Est Amt Total

(YEN)

Item No

Description Est. Qty Unit

Sodding (C068-C070)

a. Finished grades shall have a positive slope towards existing drainage and no stagnatation.

b. All sodding pieces shall be anchered at each corner with bamboo pegs.

C068 Sodding and ground leveling without fertilizing (Section 32 92 23) 240.0 SM -¥

C069 Sodding, fertilizing and ground leveling (Section 32 92 23) 2,400.0 SM -¥

C070 Sodding, fertilizing and ground leveling (Replace exist soil with new 100 thk D.G.) (Section 32 92 23) 2,400.0 SM -¥

ELINs C071 and C072 of Exhibit cover, but are not limited to, the cost for labor, materials, and various types of equipment required to provide repair work, modifications, or new work in conjunction with other work ordered under the bid schedule. The Government shall provide the Contractor with a scope of work that is to be performed.

C071 Non-Prepriced Labor - (Must be negotiated by contracting officer NTE) 4,800,000¥

C072 Non-Prepriced Materials - (Must be negotiated by contracting officer NTE) 32,000,000¥

TOTAL (C001 through C072)Not-to Exceed

Abbreviations:

SM = Square Meter LM = Linear Meter CM = Cubic Meter EA = Each LS = Lump Sum DY = Days HR = Hours Est. Qty = Estimated Quantity Est Amt = Estimated Amount

NOTE: Unit of measure showing the size in each ELIN description is in millimeter.

NON-PREPRICED MATERIAL, LABOR

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

DEMOLITION, REMOVAL, AND DISPOSAL

Saw cutting (D001-D005):

a. Includes saw cutting by large machine, or by hand saw where large machines cannot reach, protection of surrounding property, dust containment, proper disposal of debris off of Government property, water if needed where Government fixtures are not accessible, barricades, flagmen, and all safety related equipment to provide saw cutting.

b. A demo plan is required for each task order requiring saw cutting. A demo plan should contain contact information of operator or person in charge, equipment to be used (including safety equipment), dates, times, and room etc.