A0004_Atch(3)_Updated IQ Work.xlsx

XLSX spreadsheet 2 MB Posted Aug 12, 2022

Attached to: PAVEMENT IDIQ CONTRACT FOR VARIOUS PROJECTS AT THE U. S. MARINE CORPS AIR STATION, IWAKUNI, JAPAN
Solicitation number: N4008422B5500
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 30, 2023

This document provides the schedule of indefinite quantity work for a pavement IDIQ contract at the U.S. Marine Corps Air Station in Iwakuni, Japan. The schedule lists over 170 line items for various demolition, removal, excavation, paving, and construction services required over four ordering periods. Estimated quantities, units of measure, and not-to-exceed pricing are provided for each line item. Services include saw cutting, asphalt and concrete removal, grading, aggregate base courses, crack repair, bituminous paving, concrete pavement, reinforcing steel, tie bars, pavement markings, drainage structures, traffic signs, synthetic track surfaces, landscaping, lighting, and electrical work. The document also includes two non-prepriced line items for negotiated labor and materials to cover additional repair, modification or new work ordered under the contract. The total estimated value of the IDIQ is provided for each ordering period.

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Other files

File	Type	Posted
N4008422B5500_Amendment 0005.pdf	PDF	Aug 18, 2022
A0005_Atch(1)_Pre-Bid Inquiries.pdf	PDF	Aug 18, 2022
N4008422B5500_Amend 0004.pdf	PDF	Aug 12, 2022
A0004_Atch(1)_Pre-Bid Inquiries.pdf	PDF	Aug 12, 2022
N4008422B5500_Amend 0003.pdf	PDF	Aug 2, 2022
A0003_Atch(1)_Pre-Bid Inquiries.pdf	PDF	Aug 2, 2022
Amend 0002_Atch(1)_ 0002_Pre-Bid Inquiries.pdf	PDF	Jul 28, 2022
N4008422B5500_Amend0002.pdf	PDF	Jul 28, 2022
Amend 0002_Atch(3)_Reviised Schedule of IQ Work.xlsx	XLSX spreadsheet	Jul 28, 2022
Atch(1)_Pre-Bid Inquiries_0001.pdf	PDF	Jul 21, 2022
N4008422B5500_0001.pdf	PDF	Jul 21, 2022
Atch(3)_Schedule of Indefinite Quantity Work.xlsx	XLSX spreadsheet	Jun 30, 2022
Atch(5)_PreBid_Inquiry_Form.xlsx	XLSX spreadsheet	Jun 30, 2022
Atch(4)_1-Day_Official_Entry-Exit_Request.pdf	PDF	Jun 30, 2022
Atch(2)_Summary Schedule of Price.xlsx	XLSX spreadsheet	Jun 30, 2022
N4008422B5500_Pavement IDIQ_Solicitation.pdf	PDF	Jun 30, 2022

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Period 1

	SCHEDULE OF INDEFINITE QUANTITY WORK - "A"
	EXHIBIT A Price for the Ordering Period 1
Item No	Item No	Description	Est. Qty	Unit	Unit Price	Est Amt Total (YEN)

DEMOLITION, REMOVAL, AND DISPOSAL

Saw cutting

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 informaiton 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 exercised will not be less than 5.0m.

A001 A001 Sawcutting of Asphalt Pavement t=50~100mm (Section 02 41 00) 8,491.0 LM ¥ -

A002 A002 Sawcutting of Concrete Pavement t=100mm (Section 02 41 00) 300.0 LM ¥ -

A003 A003 Sawcutting of Concrete Pavement t=101~250mm (Section 02 41 00) 1.0 LM ¥ -

Concrete and Bituminous Pavement Removal

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.

A004 A006 Asphalt Pavement Removal t=50mm (Section 02 41 00) 42,456.0 SM ¥ -

A005 A007 Asphalt Pavement Removal t=100mm (Section 02 41 00) 1.0 SM ¥ -

A006 A008 Plain Concrete Pavement Removal t=100mm (Section 02 41 00) 254.0 SM ¥ -

A007 A009 Plain Concrete Pavement Removal t=101~250mm (Section 02 41 00) 1.0 SM ¥ -

A008 Remove base course. 100thk. Loading included (02 41 00) 254.0 SM ¥ -

Misceraneous Removal

Pavement Markings

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 shall be removed per manufacturer's directions.

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

A009 A063 Cleaning of 150mm Wide Pavement Marking (Section 32 17 23.00 20) 1,320.0 LM ¥ -

A010 70 Remove concrete curb and gutter (Section 02 41 00) 100.0 LM ¥ -

A011 72 Remove concrete V-gutter (Section 02 41 00) 50.0 LM ¥ -

A012 66 Remove concrete curb (Section 02 41 00) 100.0 LM ¥ -

A013 74 Remove cast-in-place concrete U-ditch. (Section 02 41 00) 50.0 LM ¥ -

A014 76 Remove pre-cast concrete U-ditch (Section 02 41 00) 50.0 LM ¥ -

A015 80 Remove concrete catch basin (Section 02 41 00) 10.0 EA ¥ -

A016 107 Remove various size of post for traffic signage etc. (Backfilling, grading included. Paving excluded.) (Section 02 41 00) 1.0 EA ¥ -

A017 Relocate post (for traffic signage etc.) and foundation.(Backfilling, grading etc. included) (Section 10 14 00.10) 2.0 EA ¥ -

A018 Remove traffic signage equal or greater than 2SM. (Section 02 41 00) 2.5 SM ¥ -

A019 Remove traffic signage less than 2SM. (Section 02 41 00) 2.5 SM ¥ -

A020 Remove and replace ADA detectable marker 300mm x300mm. (Loading and disposal included) (Section 02 41 00) 10.0 SM ¥ -

A021 120 Remove interlocking block pavement.(Grading work, loading and disposal included) (Section 02 41 00) 10.0 SM ¥ -

A022 Remove and replace interlocking block pavement.(Grading work, loading and disposal included) (Section 02 41 00) 10.0 SM ¥ -

A023 Remove bollard(fixed). 100mm dia. 1000mm height/150mm dia.800mm height. (Grading and paving not included.)(Section 02 41 00) 5.0 EA ¥ -

A024 62 Remove flexible post (fixed) 80㎜ dia.650㎜ height, base 250㎜ dia. (Section 02 41 00) 10.0 EA ¥ -

A025 64 Remove wheel stop. Finishing pavement surface included. (Section 02 41 00) 100.0 EA ¥ -

A026 124 Remove sod and grading. (Section 02 41 00) 100.0 SM ¥ -

A027 Remove and dispose existing tree (Height 1m or less)(Section 01 74 19) 5.0 EA ¥ -

A028 Remove and dispose existing tree (Height 3m or less)(Section 01 74 19) 5.0 EA ¥ -

A029 Remove and dispose existing tree (Height more than 3m)(Section 01 74 19) 5.0 EA ¥ -

A030 Remove Synthetic track surface t=2 (300 SM or greater) Loading included (Section 02 41 00) 1.0 SM ¥ -

A031 Remove Synthetic track surface t=2 (Less than 300 SM) Loading included (Section 02 41 00) 1.0 SM ¥ -

A032 Remove Synthetic track surface t=9-18 (300 SM or greater) Loading included (Section 02 41 00) 399.0 SM ¥ -

A033 Remove Synthetic track surface t=9-18 (Less than 300 SM) Loading included (Section 02 41 00) 1.0 SM ¥ -

A034 Remove asphalt concrete layer (70mm thk) under polyurethane pavement. Loading included. (Section 02 41 00) 1.0 SM ¥ -

A035 Remove aggregate (100mm thk) under asphalt concrete layer (70mm thk). Loading included. (Section 02 41 00) 1.0 SM ¥ -

A036 Dispose synthetic track surface material. (Section 02 41 00) 7.5 CM ¥ -

A037 127 Remove and relocate fire hydrant (Provide new fire hydrant and lining etc.) (Section 33 11 00) 1.0 EA ¥ -

A038 Relocate street light pole with foundation. (new lighting/Wiring excluded.) (Section 10 14 00.10) 1.0 EA ¥ -

EXCAVATION

		Excavation, Fill, and Grading
		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 damaged 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 unloading the material to any location on the base at no additional cost.
A039	A016	Excavation - Back-hoe 0.8m3 Without Shoring (Section 31 00 00)	25.0	CM	¥ -

A040 A017 Excavation - Back-hoe 0.45m3 With Shoring (Section 31 00 00) 25.0 CM ¥ -

A041 A018 Excavation - Back-hoe 0.28m3 Without Shoring (Section 31 00 00) 25.0 CM ¥ -

A042 A019 Hand Excavation (Section 31 00 00) 25.0 CM ¥ -

A043 13 Backfill with original soil, tamping included (Section 31 00 00/31 23 00.00 20) 90.0 CM ¥ -

A044 14 Backfill with sand, tamping included. Average width is less than 1 m (Section 31 00 00/31 23 00.00 20) 50.0 CM ¥ -

A045 15 Backfill with sand, tamping included. Width is 1-4m (Section 31 00 00/31 23 00.00 20) 50.0 CM ¥ -

A046 16 Backfill with sand ,tamping included. Man power (Section 31 00 00/31 23 00.00 20) 10.0 CM ¥ -

A047 Loading soil (Section 31 00 00) 50.0 CM ¥ -

A048 Loading asphalt/concrete 50mm thk (Section 31 00 00) 42,710.0 SM ¥ -

A049 17 Transport and dispose of soil (Section 01 74 19) 10.0 CM ¥ -

A050 18 Transport and dispose of asphalt, concrete (Section 01 74 19) 2,160.0 CM ¥ -

AGGREGATE

Aggregate and Fine Aggregate Base Course

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.

A051 A022 Grading of Sub base Including 20mm thk. Additional Gravel (Section 32 11 16.16/ 32 11 24) 42,710.0 SM ¥ -

A052 A023 100mm thk Gravel Base Course 30~40 (Section 32 11 16.16/ 32 11 24) 254.0 SM ¥ -

A053 A024 150mm thk Gravel Base Course 30~40 (Section 32 11 16.16/ 32 11 24) 50.0 SM ¥ -

A054 A025 200mm thk Gravel Base Course 30~40 (Section 32 11 16.16/ 32 11 24) 50.0 SM ¥ -

CRACK REPAIR

A055 26 Crack repair using polysulfide sealer (Section 32 01 19) 23,620.0 LM ¥ -

EXPANSION JOINT ETC.

A056 A042 Expansion Joint with filler in New Pavement/Resealing joint. 10w x 100H (Section 32 01 19) 100.0 LM ¥ -

A057 A042 Contraction Joint saw cut 30mm depth in New Pavement/Resealing joint. (Section 32 01 19) 100.0 LM ¥ -

BITUMINOUS

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.

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

A058 A027 Prime Coat PK-3 (Section 32 12 10) 42,456.0 SM ¥ -

A059 A028 Tack Coat PK-4 (Section 32 12 10) 10,000.0 SM ¥ -

A060 A030 Asphalt Concrete Paving t=50mm (Section 32 12 17) 42,456.0 SM ¥ -

CONCRETE PAVEMENT

Concrete Pavement

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 equipment.

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

A061 Provide concrete sidewalk 100mm thk (Section 32 13 13.06) 254.0 SM ¥ -

A062 150 Thk. Concrete Paving (Section 32 13 13.06) 10.0 SM ¥ -

A063 200 Thk. Concrete Paving (Section 32 13 13.06) 10.0 SM ¥ -

A064 A031 Concrete Form (Section 32 13 13.06) 50.0 SM ¥ -

REINFORCING STEEL BAR

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

A065 Reinforcing Steel (Sections 32 13 13.06) 5.0 TON ¥ -

TIE BAR AND DOWEL BAR

Tie-bar and dowel bar

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)

A066 Tie Bar D22 x 1200mm (Sections 32 13 13.06) 70.0 EA ¥ -

A067 Tie Bar or Dowel Bar D29(29 dia.) x 550mm (Sections 32 13 13.06) 70.0 EA ¥ -

A068 Tie Bar or Dowel Bar D32(32 dia.) x 550(600)mm (Sections 32 13 13.06) 70.0 EA ¥ -

A069 Tie Bar or Dowel Bar D38(38 dia.) x 750mm (Sections 32 13 13.06) 70.0 EA ¥ -

PAVEMENT MARKINGS

Pavement Markings

a. 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.

A070 A053 Hot Melt Application type - 150 Wide White (Section 32 17 23.00 20) 4,000.0 LM ¥ -

A071 35 Hot melt Application type - 150 wide white Dash line (Section 32 17 23.00 20) 20.0 LM ¥ -

A072 A054 Hot Melt Application type - 150 Wide Yellow (Section 32 17 23.00 20) 1,000.0 LM ¥ -

A073 Hot Melt Application type - 150 Wide Yellow with beads (Section 32 17 23.00 20) 50.0 LM ¥ -

A074 37 Hot melt Application type - 150 wide green for slip-resistance around crossroad (Section 32 17 23.00 20) 50.0 LM ¥ -

A075 Hot melt Application type - 150 wide blue (Section 32 17 23.00 20) 50.0 LM ¥ -

A076 A055 Hot Melt Application type - White Letters h=300~400 (Section 32 17 23.00 20) 25.0 EA ¥ -

A077 A056 Hot Melt Application type - White Letters h=500~1000 (Section 32 17 23.00 20) 25.0 EA ¥ -

A078 A057 Hot Melt Application type - White Letters h=1100~1500 (Section 32 17 23.00 20) 25.0 EA ¥ -

A079 A058 Hot Melt Application type - White Letters h=1600~2000 (Section 32 17 23.00 20) 25.0 EA ¥ -

A080 45 Hot Melt Application type -diamond marking (300 mm width) (Section 32 17 23.00 20) 20.0 EA ¥ -

A081 46 Hot Melt Application type -cross walk marking (450 mm width) (Section 32 17 23.00 20) 200.0 LM ¥ -

A082 A059 Hot Melt Application type - White Arrow (Section 32 17 23.00 20) 10.0 EA ¥ -

A083 52 Hot Melt Application type - White Arrow (left or right turn) (Section 32 17 23.00 20) 10.0 EA ¥ -

A084 53 Hot Melt Application type - White Arrow (two directions combination) (Section 32 17 23.00 20) 10.0 EA ¥ -

A085 54 Hot Melt Application type - White Arrow (three directions combination) (Section 32 17 23.00 20) 10.0 EA ¥ -

A086 A060 Hot Melt Application type - White Handicapped Sign (Section 32 17 23.00 20) 5.0 EA ¥ -

A087 A061 Hot Melt Application type - White Bicycle Sign (Section 32 17 23.00 20) 3.0 EA ¥ -

A088 55 Cold Application type - Paint concrete curb in Red (Section 32 17 23.00 20) 1,500.0 LM ¥ -

MANHOLES, DITCHES,PIPES,CONCRETE CURB, GUTTER ETC.

A089 56 Adjust manhole elevation to grade. (Section 33 40 00) 10.0 EA ¥ -

A090 57 Adjust handhole elevation to grade. (Section 33 40 00) 10.0 EA ¥ -

A091 58 Adjust gate valve box elevation to grade. (Section 33 61 13.19) 10.0 EA ¥ -

A092 73 Provide cast-in-place concrete U-ditch. Depth to the bottom is up to 500mm. (Loadinging and dispose included.) (Section 03 30 00) 50.0 LM ¥ -

A093 75 Provide pre-cast concrete U-ditch. Depth to the bottom is up to 500mm. (Loading and dispose included.)(Section 03 30 00) 10.0 LM ¥ -

A094 Provide Concrete Cover for U-ditch (Section 03 30 00) 60.0 LM ¥ -

A095 82 Provide T-20 grating cover for U-ditch (Section 05 50 13) 30.0 LM ¥ -

A096 83 Provide T-20 grating cover for catch basin 400x400 (Section 05 50 13) 5.0 EA ¥ -

A097 84 Provide T-20 grating cover for catch basin 500x500 (Section 05 50 13) 5.0 EA ¥ -

A098 69 Provide pre-cast concrete curb and concrete gutter. (Loading and disposal included.) (Section 03 30 00/ 32 16 19) 200.0 LM ¥ -

A099 71 Provide concrete V-gutter. (Loading and disposal included.)(Section 03 30 00/ 32 16 19) 50.0 LM ¥ -

A100 65 Provide pre-cast concrete curb. (Epoxy grout to fix.Loading and disposal included.)(Section 03 30 00/ 32 16 19) 100.0 LM ¥ -

TRAFFIC SIGNAGE ETC.

A101 Provide Corner mirror(single type) 1000mm dia. Mounting included. (Section 10 14 53) 2.0 EA ¥ -

A102 Provide Mounting for Corner mirror(for double mirror type)(Section 10 14 53) 1.0 EA ¥ -

A103	106	Provide traffic signage post with foundation. Excavating included. Exclude pavement removal, loading etc.	2.0	EA	¥ -
		D60.5mm (Section 10 14 53)

A104	Provide traffic signage post with foundation. Excavating included. Exclude pavement removal, loading etc.	2.0	EA	¥ -
	D76.3mm(Section 10 14 53)

A105	Provide traffic signage post with foundation. Excavating included. Exclude pavement removal, loading etc.	2.0	EA	¥ -
	D89.1mm (Section 10 14 53)

A106 108 Provide traffic signage (street name plate or similar.)(Installation included.) (Section 10 14 53) 3.0 SM ¥ -

A107 Provide traffic signage, 600mm x 900mm or less (other than street name plate)(Installation included.) (Section 10 14 53) 2.0 SM ¥ -

A108 110 Provide traffic signage, area size greater than 600mm x 900mm. (Installation included.)(Section 10 14 53) 2.0 SM ¥ -

A109 111 Provide traffic signage, Sign with 600 dia., triangle with height 800mm. (Installation included.) (Section 10 14 53) 2.0 EA ¥ -

SURFACE FINISH

A110 117 Provide Speed Decreasing Groove (150mm x 2500mm) x 1ea 6.0 EA ¥ -

A111 Provide Speed Bump(3600mm) with base course 150mm thk.(Section 03 30 00) (eg. 3LM=3m wide road) 1.0 LM ¥ -

A112 119 Provide interlocking block pavement. (Grading, loading and disposal included.) (Section 32 14 13.13) 100.0 SM ¥ -

A113 Provide ADA detectable marker 300mm x300mm.(Grading, loading and disposal included.) (Section 03 30 00) 10.0 SM ¥ -

SYMTHETIC TRACK SURFACE(FOR TYPICAL DAMAGE ON SURFACE)

Pavement remarking included.

A114 Provide Synthetic track surface for running course and inner field t=13 (300 SM or greater) (Section 09 65 66) 1.0 SM ¥ -

A115 Provide Synthetic track surface for running course and inner field t=13 (Less than 300 SM) (Section 09 65 66) 1.0 SM ¥ -

A116 Provide Synthetic track surface for running course and inner field t=13 (Less than 200 SM) (Section 09 65 66) 1.0 SM ¥ -

A117 Provide Synthetic track surface for running course and inner field t=13 (Less than 100 SM) (Section 09 65 66) 99.0 SM ¥ -

A118 Provide Synthetic track surface for running course and inner field t=13 (Less than 50 SM) (Section 09 65 66) 1.0 SM ¥ -

A119 Provide Synthetic track surface for start line area t=18 (300 SM or greater)(Section 09 65 66) 1.0 SM ¥ -

A120 Provide Synthetic track surface for start line area t=18 (Less than 300 SM)(Section 09 65 66) 1.0 SM ¥ -

A121 Provide Synthetic track surface for start line area t=18 (Less than 200 SM)(Section 09 65 66) 1.0 SM ¥ -

A122 Provide Synthetic track surface for start line area t=18 (Less than 100 SM)(Section 09 65 66) 99.0 SM ¥ -

A123 Provide Synthetic track surface for start line area t=18 (Less than 50 SM)(Section 09 65 66) 1.0 SM ¥ -

A124 Overlay on Synthetic track surface (300 SM or greater)(Section 09 65 66) 300.0 SM ¥ -

A125 Overlay on Synthetic track surface (Less than 300 SM)(Section 09 65 66) 1.0 SM ¥ -

A126 Overlay on Synthetic track surface (Less than 200 SM)(Section 09 65 66) 1.0 SM ¥ -

A127 Overlay on Synthetic track surface (Less than 100 SM)(Section 09 65 66) 1.0 SM ¥ -

A128 Overlay on Synthetic track surface (Less than 50 SM)(Section 09 65 66) 1.0 SM ¥ -

MISCELLANEOUS

A129 Provide parking sign on curb (150mm x100mm or similar size) with letters on plastic plate. (Section10 14 00.10) 100 EA ¥ -

A130 Provide Jersey Barrier (Section 03 30 00) 2.0 EA ¥ -

A131 Provide Bollard (fixed) 100mm dia. 1000mm height with foundation.(Section 05 50 13) 1.0 EA ¥ -

A132 Provide Black stripe pattern on surface of the size 100mm dia. 1000mm height bollard.(Section 05 50 13) 1.0 EA ¥ -

A133 Provide Bollard (fixed) 150mm dia. 800mm height with foundation. (Section 05 50 13) 1.0 EA ¥ -

A134 Provide Black stripe pattern on surface of the size 150mm dia 800mm height bollard. (Section 05 50 13) 1.0 EA ¥ -

A135 61 Provide flexible post (fixed) 80mm dia. base 25mm dia. 650mm height. 10.0 EA ¥ -

A136 63 Provide wheel stop. W600mm D180mm H120mm Anchored and adhesive.(Section 03 30 00) 100.0 EA ¥ -

A137 A069 Sodding and ground leveling without fertilizing (Section 32 92 23) 40.0 SM ¥ -

A138 A070 Sodding, fertilizing and ground leveling (Section 32 92 23) 30.0 SM ¥ -

A139 A071 Sodding, fertilizing and ground leveling (Replace existing soil with new 100 thk D.G.) (Section 32 92 23) 30.0 SM ¥ -

A140	Plant new tree. (Height 1m or less)(Section 32 93 00)	5.0	EA	¥ -
	Gardenia, Hydrangea, or Rhododendron Indicum

A141	Plant new tree. (Height 3m or less)(Section 32 93 00)	5.0	EA	¥ -
	Sweet olive, Ilex Integra or Japanese Bayberry

ELECTRICAL

Removal wiring work

Disconnect and remove cable between light pole and nearest handhole.

A142 CE3.5sq-2C (Section 33 71 02) 1.0 m ¥ -

A143 CE5.5sq-2C (Section 33 71 02) 1.0 m ¥ -

A144 CE8sq-2C (Section 33 71 02) 1.0 m ¥ -

A145 CE14sq-2C (Section 33 71 02) 1.0 m ¥ -

Removal conduits

Disconnect and remove conduits between light pole and nearest manhole.

A146 Flexible corrugated polyethylene pipe (FEP30) (Section 33 40 00) 1.0 m ¥ -

A147 Flexible corrugated polyethylene pipe (FEP40) (Section 33 40 00) 1.0 m ¥ -

A148 Rigid Steel Conduit (polyethylene-coated) G28LT (Section 33 40 00) 1.0 m ¥ -

A149 Rigid Steel Conduit (polyethylene-coated) G36LT (Section 33 40 00) 1.0 m ¥ -

A150 Warning Plastic tape for underground cable (Section 33 40 00) 1.0 m ¥ -

Removal Lighting fixture

Disconnect and remove Street light fixture from light pole.

A151 Remove Street light fixture (Section 02 41 00) 1 ea ¥ -

New wiring work

Provide new cable and new other related equipment between relocated light pole and nearest handhole.

A152 CE3.5sq-2C (Section 33 71 02) 1.0 m ¥ -

A153 CE5.5sq-2C (Section 33 71 02) 1.0 m ¥ -

A154 CE8sq-2C (Section 33 71 02) 1.0 m ¥ -

A155 CE14sq-2C (Section 33 71 02) 1.0 m ¥ -

New conduits work

Provide new conduits and new other related equipment between relocated light pole and nearest manhole.

A156 Flexible corrugated polyethylene pipe (FEP30) (Section 33 40 00) 1.0 m ¥ -

A157 Flexible corrugated polyethylene pipe (FEP40) (Section 33 40 00) 1.0 m ¥ -

A158 Rigid Steel Conduit (polyethylene-coated) G28LT (Section 33 40 00) 1.0 m ¥ -

A159 Rigid Steel Conduit (polyethylene-coated) G36LT (Section 33 40 00) 1.0 m ¥ -

A160 Warning Plastic tape for underground cable (Section 33 40 00) 1.0 m ¥ -

A161 Trenching for conduits (Section 31 00 00) 1.0 LM ¥ -

A162 Concrete for covering included (Section 32 13 13.06) 1.0 LM ¥ -

	New Lighting fixture
	Provide new lighting fixture and other related equipment to relocated light pole.
A163	Provide LED lighting fixture(～7000 lm) for street lamp (except for the ammunition area etc.) (Section 26 56 00)	1.0	EA	¥ -

A164 Provide LED lighting fixture(～9000 lm) for street lamp (except for the ammunition area etc.) (Section 26 56 00) 1.0 EA ¥ -

A165 Provide LED lighting fixture(over 9000 lm) for street lamp (except for the ammunition area etc.) (Section 26 56 00) 1.0 EA ¥ -

	New Handhole
	Provide new handhole with cover and other related equipment.
A166	Handhole (H2-9) with cover (T-25) (Section 33 40 00)	1.0	EA	¥ -

	New Grounding
	Provide new grounding system
A167	Grounding rod 19x3000 (E25) (Section 33 40 00)	1.0	LS	¥ -

	New Rectangular rapid flash beacon single sided
	Provide new Rectangular rapid flash beacon single sided and new other related equipment.
A168	Rectangular rapid flash beacon single sided (set of two)	1.0	LS	¥ -

	Crosswalk System
A169	Provide new 4 Lane Crosswalk System	1.0	EA	¥ -
	The system includes (18)rivets, (4) signs with LED lights(W11-2), (2)signs(W16-7P), (2)activation buttons, (1)solar panel(s),
	(1)battery, (2)posts with foundation and wire. See the drawings for detail.

A170	Provide new 2 Lane Crosswalk System	1.0	EA	¥ -
	The system includes (10)rivets, (4) signs with LED lights(W11-2), (2)signs(W16-7P), (2)activation buttons, (1)solar panel(s),
	(1)battery, (2)posts with foundation and wire. See the drawings for detail.

NON-PREPRICED MATERIAL, LABOR

ELINs A171 and A172 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.

A171 Non-Prepriced Labor - (Must be negotiated by contracting officer NTE) ¥ - ¥ 4,320,000

A172 Non-Prepriced Materials, Equipments and Shipping- (Must be negotiated by contracting officer NTE) ¥ - ¥ 27,000,000

TOTAL (A001 through A172) Not-to Exceed ¥ 31,320,000

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

Pavement IDIQ Contract for Various Projects MCAS Iwakuni, Japan

CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in] ID#: 4819647

&8CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

SCHEDULE OF IDIQ WORK

Change No.002

Period 2

	SCHEDULE OF INDEFINITE QUANTITY WORK - "B"
	EXHIBIT B Price for the Ordering Period 2
Item No	Item No	Description	Est. Qty	Unit	Est Amt Total (YEN)

DEMOLITION, REMOVAL, AND DISPOSAL

Saw cutting

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

B001 A001 Sawcutting of Asphalt Pavement t=50~100mm (Section 02 41 00) 8,491.0 LM ¥ -

B002 A002 Sawcutting of Concrete Pavement t=100mm (Section 02 41 00) 300.0 LM ¥ -

B003 A003 Sawcutting of Concrete Pavement t=101~250mm (Section 02 41 00) 1.0 LM ¥ -

Concrete and Bituminous Pavement Removal

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.

B004 A006 Asphalt Pavement Removal t=50mm (Section 02 41 00) 42,456.0 SM ¥ -

B005 A007 Asphalt Pavement Removal t=100mm (Section 02 41 00) 1.0 SM ¥ -

B006 A008 Plain Concrete Pavement Removal t=100mm (Section 02 41 00) 254.0 SM ¥ -

B007 A009 Plain Concrete Pavement Removal t=101~250mm (Section 02 41 00) 1.0 SM ¥ -

B008 Remove base course. 100thk. Loading included (02 41 00) 254.0 SM ¥ -

Misceraneous Removal

Pavement Markings

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 shall be removed per manufacturer's directions.

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

B009 A063 Cleaning of 150mm Wide Pavement Marking (Section 32 17 23.00 20) 1,320.0 LM ¥ -

B010 70 Remove concrete curb and gutter (Section 02 41 00) 100.0 LM ¥ -

B011 72 Remove concrete V-gutter (Section 02 41 00) 50.0 LM ¥ -

B012 66 Remove concrete curb (Section 02 41 00) 100.0 LM ¥ -

B013 74 Remove cast-in-place concrete U-ditch. (Section 02 41 00) 50.0 LM ¥ -

B014 76 Remove pre-cast concrete U-ditch (Section 02 41 00) 50.0 LM ¥ -

B015 80 Remove concrete catch basin (Section 02 41 00) 10.0 EA ¥ -

B016 107 Remove various size of post for traffic signage etc. (Backfilling, grading included. Paving excluded.) (Section 02 41 00) 1.0 EA ¥ -

B017 Relocate post (for traffic signage etc.) and foundation.(Backfilling, grading etc. included) (Section 10 14 00.10) 2.0 EA ¥ -

B018 Remove traffic signage equal or greater than 2SM. (Section 02 41 00) 2.5 SM ¥ -

B019 Remove traffic signage less than 2SM. (Section 02 41 00) 2.5 SM ¥ -

B020 Remove and replace ADA detectable marker 300mm x300mm. (Loading and disposal included) (Section 02 41 00) 10.0 SM ¥ -

B021 120 Remove interlocking block pavement.(Grading work, loading and disposal included) (Section 02 41 00) 10.0 SM ¥ -

B022 Remove and replace interlocking block pavement.(Grading work, loading and disposal included) (Section 02 41 00) 10.0 SM ¥ -

B023 Remove bollard(fixed). 100mm dia. 1000mm height/150mm dia.800mm height. (Grading and paving not included.)(Section 02 41 00) 5.0 EA ¥ -

B024 62 Remove flexible post (fixed) 80㎜ dia.650㎜ height, base 250㎜ dia. (Section 02 41 00) 10.0 EA ¥ -

B025 64 Remove wheel stop. Finishing pavement surface included. (Section 02 41 00) 100.0 EA ¥ -

B026 124 Remove sod and grading. (Section 02 41 00) 100.0 SM ¥ -

B027 Remove and dispose existing tree (Height 1m or less)(Section 01 74 19) 5.0 EA ¥ -

B028 Remove and dispose existing tree (Height 3m or less)(Section 01 74 19) 5.0 EA ¥ -

B029 Remove and dispose existing tree (Height more than 3m)(Section 01 74 19) 5.0 EA ¥ -

B030 Remove Synthetic track surface t=2 (300 SM or greater) Loading included (Section 02 41 00) 1.0 SM ¥ -

B031 Remove Synthetic track surface t=2 (Less than 300 SM) Loading included (Section 02 41 00) 1.0 SM ¥ -

B032 Remove Synthetic track surface t=9-18 (300 SM or greater) Loading included (Section 02 41 00) 399.0 SM ¥ -

B033 Remove Synthetic track surface t=9-18 (Less than 300 SM) Loading included (Section 02 41 00) 1.0 SM ¥ -

B034 Remove asphalt concrete layer (70mm thk) under polyurethane pavement. Loading included. (Section 02 41 00) 1.0 SM ¥ -

B035 Remove aggregate (100mm thk) under asphalt concrete layer (70mm thk). Loading included. (Section 02 41 00) 1.0 SM ¥ -

B036 Dispose synthetic track surface material. (Section 02 41 00) 7.5 CM ¥ -

B037 127 Remove and relocate fire hydrant (Provide new fire hydrant and lining etc.) (Section 33 11 00) 1.0 EA ¥ -

B038 Relocate street light pole with foundation. (new lighting/Wiring excluded.) (Section 10 14 00.10) 1.0 EA ¥ -

EXCAVATION

		Excavation, Fill, and Grading
		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 damaged 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 unloading the material to any location on the base at no additional cost.
B039	A016	Excavation - Back-hoe 0.8m3 Without Shoring (Section 31 00 00)	25.0	CM	¥ -

B040 A017 Excavation - Back-hoe 0.45m3 With Shoring (Section 31 00 00) 25.0 CM ¥ -

B041 A018 Excavation - Back-hoe 0.28m3 Without Shoring (Section 31 00 00) 25.0 CM ¥ -

B042 A019 Hand Excavation (Section 31 00 00) 25.0 CM ¥ -

B043 13 Backfill with original soil, tamping included (Section 31 00 00/31 23 00.00 20) 90.0 CM ¥ -

B044 14 Backfill with sand, tamping included. Average width is less than 1 m (Section 31 00 00/31 23 00.00 20) 50.0 CM ¥ -

B045 15 Backfill with sand, tamping included. Width is 1-4m (Section 31 00 00/31 23 00.00 20) 50.0 CM ¥ -

B046 16 Backfill with sand ,tamping included. Man power (Section 31 00 00/31 23 00.00 20) 10.0 CM ¥ -

B047 Loading soil (Section 31 00 00) 50.0 CM ¥ -

B048 Loading asphalt/concrete 50mm thk (Section 31 00 00) 42,710.0 SM ¥ -

B049 17 Transport and dispose of soil (Section 01 74 19) 10.0 CM ¥ -

B050 18 Transport and dispose of asphalt, concrete (Section 01 74 19) 2,160.0 CM ¥ -

AGGREGATE

Aggregate and Fine Aggregate Base Course

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

B051 A022 Grading of Sub base Including 20mm thk. Additional Gravel (Section 32 11 16.16/ 32 11 24) 42,710.0 SM ¥ -

B052 A023 100mm thk Gravel Base Course 30~40 (Section 32 11 16.16/ 32 11 24) 254.0 SM ¥ -

B053 A024 150mm thk Gravel Base Course 30~40 (Section 32 11 16.16/ 32 11 24) 50.0 SM ¥ -

B054 A025 200mm thk Gravel Base Course 30~40 (Section 32 11 16.16/ 32 11 24) 50.0 SM ¥ -

CRACK REPAIR

B055 26 Crack repair using polysulfide sealer (Section 32 01 19) 23,620.0 LM ¥ -

EXPANSION JOINT ETC.

B056 A042 Expansion Joint with filler in New Pavement/Resealing joint. 10w x 100H (Section 32 01 19) 100.0 LM ¥ -

B057 A042 Contraction Joint saw cut 30mm depth in New Pavement/Resealing joint. (Section 32 01 19) 100.0 LM ¥ -

BITUMINOUS

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.

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

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

B058 A027 Prime Coat PK-3 (Section 32 12 10) 42,456.0 SM ¥ -

B059 A028 Tack Coat PK-4 (Section 32 12 10) 10,000.0 SM ¥ -

B060 A030 Asphalt Concrete Paving t=50mm (Section 32 12 17) 42,456.0 SM ¥ -

CONCRETE PAVEMENT

Concrete Pavement

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 equipment.

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

B061 Provide concrete sidewalk 100mm thk (Section 32 13 13.06) 254.0 SM ¥ -

B062 150 Thk. Concrete Paving (Section 32 13 13.06) 10.0 SM ¥ -

B063 200 Thk. Concrete Paving (Section 32 13 13.06) 10.0 SM ¥ -

B064 A031 Concrete Form (Section 32 13 13.06) 50.0 SM ¥ -

REINFORCING STEEL BAR

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

B065 Reinforcing Steel (Sections 32 13 13.06) 5.0 TON ¥ -

TIE BAR AND DOWEL BAR

Tie-bar and dowel bar

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)

B066 Tie Bar D22 x 1200mm (Sections 32 13 13.06) 70.0 EA ¥ -

B067 Tie Bar or Dowel Bar D29(29 dia.) x 550mm (Sections 32 13 13.06) 70.0 EA ¥ -

B068 Tie Bar or Dowel Bar D32(32 dia.) x 550(600)mm (Sections 32 13 13.06) 70.0 EA ¥ -

B069 Tie Bar or Dowel Bar D38(38 dia.) x 750mm (Sections 32 13 13.06) 70.0 EA ¥ -

PAVEMENT MARKINGS

Pavement Markings

B070 A053 Hot Melt Application type - 150 Wide White (Section 32 17 23.00 20) 4,000.0 LM ¥ -

B071 35 Hot melt Application type - 150 wide white Dash line (Section 32 17 23.00 20) 20.0 LM ¥ -

B072 A054 Hot Melt Application type - 150 Wide Yellow (Section 32 17 23.00 20) 1,000.0 LM ¥ -

B073 Hot Melt Application type - 150 Wide Yellow with beads (Section 32 17 23.00 20) 50.0 LM ¥ -

B074 37 Hot melt Application type - 150 wide green for slip-resistance around crossroad (Section 32 17 23.00 20) 50.0 LM ¥ -

B075 Hot melt Application type - 150 wide blue (Section 32 17 23.00 20) 50.0 LM ¥ -

B076 A055 Hot Melt Application type - White Letters h=300~400 (Section 32 17 23.00 20) 25.0 EA ¥ -

B077 A056 Hot Melt Application type - White Letters h=500~1000 (Section 32 17 23.00 20) 25.0 EA ¥ -

B078 A057 Hot Melt Application type - White Letters h=1100~1500 (Section 32 17 23.00 20) 25.0 EA ¥ -

B079 A058 Hot Melt Application type - White Letters h=1600~2000 (Section 32 17 23.00 20) 25.0 EA ¥ -

B080 45 Hot Melt Application type -diamond marking (300 mm width) (Section 32 17 23.00 20) 20.0 EA ¥ -

B081 46 Hot Melt Application type -cross walk marking (450 mm width) (Section 32 17 23.00 20) 200.0 LM ¥ -

B082 A059 Hot Melt Application type - White Arrow (Section 32 17 23.00 20) 10.0 EA ¥ -

B083 52 Hot Melt Application type - White Arrow (left or right turn) (Section 32 17 23.00 20) 10.0 EA ¥ -

B084 53 Hot Melt Application type - White Arrow (two directions combination) (Section 32 17 23.00 20) 10.0 EA ¥ -

B085 54 Hot Melt Application type - White Arrow (three directions combination) (Section 32 17 23.00 20) 10.0 EA ¥ -

B086 A060 Hot Melt Application type - White Handicapped Sign (Section 32 17 23.00 20) 5.0 EA ¥ -

B087 A061 Hot Melt Application type - White Bicycle Sign (Section 32 17 23.00 20) 3.0 EA ¥ -

B088 55 Cold Application type - Paint concrete curb in Red (Section 32 17 23.00 20) 1,500.0 LM ¥ -

MANHOLES, DITCHES,PIPES,CONCRETE CURB, GUTTER ETC.

B089 56 Adjust manhole elevation to grade. (Section 33 40 00) 10.0 EA ¥ -

B090 57 Adjust handhole elevation to grade. (Section 33 40 00) 10.0 EA ¥ -

B091 58 Adjust gate valve box elevation to grade. (Section 33 61 13.19) 10.0 EA ¥ -

B092 73 Provide cast-in-place concrete U-ditch. Depth to the bottom is up to 500mm. (Loadinging and dispose included.) (Section 03 30 00) 50.0 LM ¥ -

B093 75 Provide pre-cast concrete U-ditch. Depth to the bottom is up to 500mm. (Loading and dispose included.)(Section 03 30 00) 10.0 LM ¥ -

B094 Provide Concrete Cover for U-ditch (Section 03 30 00) 60.0 LM ¥ -

B095 82 Provide T-20 grating cover for U-ditch (Section 05 50 13) 30.0 LM ¥ -

B096 83 Provide T-20 grating cover for catch basin 400x400 (Section 05 50 13) 5.0 EA ¥ -

B097 84 Provide T-20 grating cover for catch basin 500x500 (Section 05 50 13) 5.0 EA ¥ -

B098 69 Provide pre-cast concrete curb and concrete gutter. (Loading and disposal included.) (Section 03 30 00/ 32 16 19) 200.0 LM ¥ -

B099 71 Provide concrete V-gutter. (Loading and disposal included.)(Section 03 30 00/ 32 16 19) 50.0 LM ¥ -

B100 65 Provide pre-cast concrete curb. (Epoxy grout to fix.Loading and disposal included.)(Section 03 30 00/ 32 16 19) 100.0 LM ¥ -

TRAFFIC SIGNAGE ETC.

B101 Provide Corner mirror(single type) 1000mm dia. Mounting included. (Section 10 14 53) 2.0 EA ¥ -

B102 Provide Mounting for Corner mirror(for double mirror type)(Section 10 14 53) 1.0 EA ¥ -

B103	106	Provide traffic signage post with foundation. Excavating included. Exclude pavement removal, loading etc.	2.0	EA	¥ -
		D60.5mm (Section 10 14 53)

B104	Provide traffic signage post with foundation. Excavating included. Exclude pavement removal, loading etc.	2.0	EA	¥ -
	D76.3mm(Section 10 14 53)

B105	Provide traffic signage post with foundation. Excavating included. Exclude pavement removal, loading etc.	2.0	EA	¥ -
	D89.1mm (Section 10 14 53)

B106 108 Provide traffic signage (street name plate or similar.)(Installation included.) (Section 10 14 53) 3.0 SM ¥ -

B107 Provide traffic signage, 600mm x 900mm or less (other than street name plate)(Installation included.) (Section 10 14 53) 2.0 SM ¥ -

B108 110 Provide traffic signage, area size greater than 600mm x 900mm. (Installation included.)(Section 10 14 53) 2.0 SM ¥ -

B109 111 Provide traffic signage, Sign with 600 dia., triangle with height 800mm. (Installation included.) (Section 10 14 53) 2.0 EA ¥ -

SURFACE FINISH

B110 117 Provide Speed Decreasing Groove (150mm x 2500mm) x 1ea 6.0 EA ¥ -

B111 Provide Speed Bump(3600mm) with base course 150mm thk. (Section 03 30 00) (eg. 3LM=3m wide road) 1.0 LM ¥ -

B112 119 Provide interlocking block pavement. (Grading, loading and disposal included.) (Section 32 14 13.13) 100.0 SM ¥ -

B113 Provide ADA detectable marker 300mm x300mm.(Grading, loading and disposal included.) (Section 03 30 00) 10.0 SM ¥ -

SYMTHETIC TRACK SURFACE(FOR TYPICAL DAMAGE ON SURFACE)

Pavement remarking included.

B114 Provide Synthetic track surface for running course and inner field t=13 (300 SM or greater) (Section 09 65 66) 1.0 SM ¥ -

B115 Provide Synthetic track surface for running course and inner field t=13 (Less than 300 SM) (Section 09 65 66) 1.0 SM ¥ -

B116 Provide Synthetic track surface for running course and inner field t=13 (Less than 200 SM) (Section 09 65 66) 1.0 SM ¥ -

B117 Provide Synthetic track surface for running course and inner field t=13 (Less than 100 SM) (Section 09 65 66) 99.0 SM ¥ -

B118 Provide Synthetic track surface for running course and inner field t=13 (Less than 50 SM) (Section 09 65 66) 1.0 SM ¥ -

B119 Provide Synthetic track surface for start line area t=18 (300 SM or greater)(Section 09 65 66) 1.0 SM ¥ -

B120 Provide Synthetic track surface for start line area t=18 (Less than 300 SM)(Section 09 65 66) 1.0 SM ¥ -

B121 Provide Synthetic track surface for start line area t=18 (Less than 200 SM)(Section 09 65 66) 1.0 SM ¥ -

B122 Provide Synthetic track surface for start line area t=18 (Less than 100 SM)(Section 09 65 66) 99.0 SM ¥ -

B123 Provide Synthetic track surface for start line area t=18 (Less than 50 SM)(Section 09 65 66) 1.0 SM ¥ -

B124 Overlay on Synthetic track surface (300 SM or greater)(Section 09 65 66) 300.0 SM ¥ -

B125 Overlay on Synthetic track surface (Less than 300 SM)(Section 09 65 66) 1.0 SM ¥ -

B126 Overlay on Synthetic track surface (Less than 200 SM)(Section 09 65 66) 1.0 SM ¥ -

B127 Overlay on Synthetic track surface (Less than 100 SM)(Section 09 65 66) 1.0 SM ¥ -

B128 Overlay on Synthetic track surface (Less than 50 SM)(Section 09 65 66) 1.0 SM ¥ -

MISCELLANEOUS

B129 Provide parking sign on curb (150mm x100mm or similar size) with letters on plastic plate. (Section10 14 00.10) 100 EA ¥ -

B130 Provide Jersey Barrier (Section 03 30 00) 2.0 EA ¥ -

B131 Provide Bollard (fixed) 100mm dia. 1000mm height with foundation.(Section 05 50 13) 1.0 EA ¥ -

B132 Provide Black stripe pattern on surface of the size 100mm dia. 1000mm height bollard.(Section 05 50 13) 1.0 EA ¥ -

B133 Provide Bollard (fixed) 150mm dia. 800mm height with foundation. (Section 05 50 13) 1.0 EA ¥ -

B134 Provide Black stripe pattern on surface of the size 150mm dia 800mm height bollard. (Section 05 50 13) 1.0 EA ¥ -

B135 61 Provide flexible post (fixed) 80mm dia. base 25mm dia. 650mm height. 10.0 EA ¥ -

B136 63 Provide wheel stop. W600mm D180mm H120mm Anchored and adhesive.(Section 03 30 00) 100.0 EA ¥ -

B137 A069 Sodding and ground leveling without fertilizing (Section 32 92 23) 40.0 SM ¥ -

B138 A070 Sodding, fertilizing and ground leveling (Section 32 92 23) 30.0 SM ¥ -

B139 A071 Sodding, fertilizing and ground leveling (Replace existing soil with new 100 thk D.G.) (Section 32 92 23) 30.0 SM ¥ -

B140	Plant new tree. (Height 1m or less)(Section 32 93 00)	5.0	EA	¥ -
	Gardenia, Hydrangea, or Rhododendron Indicum

B141	Plant new tree. (Height 3m or less)(Section 32 93 00)	5.0	EA	¥ -
	Sweet olive, Ilex Integra or Japanese Bayberry

ELECTRICAL

Removal wiring work

Disconnect and remove cable between light pole and nearest handhole.

B142 CE3.5sq-2C (Section 33 71 02) 1.0 m ¥ -

B143 CE5.5sq-2C (Section 33 71 02) 1.0 m ¥ -

B144 CE8sq-2C (Section 33 71 02) 1.0 m ¥ -

B145 CE14sq-2C (Section 33 71 02) 1.0 m ¥ -

Removal conduits

Disconnect and remove conduits between light pole and nearest manhole.

B146 Flexible corrugated polyethylene pipe (FEP30) (Section 33 40 00) 1.0 m ¥ -

B147 Flexible corrugated polyethylene pipe (FEP40) (Section 33 40 00) 1.0 m ¥ -

B148 Rigid Steel Conduit (polyethylene-coated) G28LT (Section 33 40 00) 1.0 m ¥ -

B149 Rigid Steel Conduit (polyethylene-coated) G36LT (Section 33 40 00) 1.0 m ¥ -

B150 Warning Plastic tape for underground cable (Section 33 40 00) 1.0 m ¥ -

Removal Lighting fixture

Disconnect and remove Street light fixture from light pole.

B151 Remove Street light fixture (Section 02 41 00) 1 ea ¥ -

New wiring work

Provide new cable and new other related equipment between relocated light pole and nearest handhole.

B152 CE3.5sq-2C (Section 33 71 02) 1.0 m ¥ -

B153 CE5.5sq-2C (Section 33 71 02) 1.0 m ¥ -

B154 CE8sq-2C (Section 33 71 02) 1.0 m ¥ -

B155 CE14sq-2C (Section 33 71 02) 1.0 m ¥ -

New conduits work

Provide new conduits and new other related equipment between relocated light pole and nearest manhole.

B156 Flexible corrugated polyethylene pipe (FEP30) (Section 33 40 00) 1.0 m ¥ -

B157 Flexible corrugated polyethylene pipe (FEP40) (Section 33 40 00) 1.0 m ¥ -

B158 Rigid Steel Conduit (polyethylene-coated) G28LT (Section 33 40 00) 1.0 m ¥ -

B159 Rigid Steel Conduit (polyethylene-coated) G36LT (Section 33 40 00) 1.0 m ¥ -

B160 Warning Plastic tape for underground cable (Section 33 40 00) 1.0 m ¥ -

B161 Trenching for conduits (Section 31 00 00) 1.0 LM ¥ -

B162 Concrete for covering included (Section 32 13 13.06) 1.0 LM ¥ -

	New Lighting fixture
	Provide new lighting fixture and other related equipment to relocated light pole.
B163	Provide LED lighting fixture(～7000 lm) for street lamp (except for the ammunition area etc.) (Section 26 56 00)	1.0	EA	¥ -

B164 Provide LED lighting fixture(～9000 lm) for street lamp (except for the ammunition area etc.) (Section 26 56 00) 1.0 EA ¥ -

B165 Provide LED lighting fixture(over 9000 lm) for street lamp (except for the ammunition area etc.) (Section 26 56 00) 1.0 EA ¥ -

	New Handhole
	Provide new handhole with cover and other related equipment.
B166	Handhole (H2-9) with cover (T-25) (Section 33 40 00)	1.0	EA	¥ -

	New Grounding
	Provide new grounding system
B167	Grounding rod 19x3000 (E25) (Section 33 40 00)	1.0	LS	¥ -

	New Rectangular rapid flash beacon single sided
	Provide new Rectangular rapid flash beacon single sided and new other related equipment.
B168	Rectangular rapid flash beacon single sided (set of two)	1.0	LS	¥ -

	Crosswalk System
B169	Providenew 4 Lane Crosswalk System	1.0	EA	¥ -
	The system includes (18)rivets, (4) signs with LED lights(W11-2), (2)signs(W16-7P), (2)activation buttons, (1)solar panel(s),
	(1)battery, (2)posts with foundation and wire. See the drawings for detail.

B170	Provide new 2 Lane Crosswalk System	1.0	EA	¥ -
	The system includes (10)rivets, (4) signs with LED lights(W11-2), (2)signs(W16-7P), (2)activation buttons, (1)solar panel(s),
	(1)battery, (2)posts with foundation and wire. See the drawings for detail.

NON-PREPRICED MATERIAL, LABOR

ELINs B171 and B172 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.

B171 Non-Prepriced Labor - (Must be…

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