Atch(3)_Schedule_of_Indefinite_Quantity_Work.xlsx

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Airfield IDIQ Contract for Various Projects at U. S. Marine Corps Air Station Iwakuni, Japan
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N4008421B5501
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Period 1

SCHEDULE OF INDEFINITE QUANTITY WORK - "A"
EXHIBIT A Price for the Ordering Period 1
Item NoDescriptionEst. QtyUnitUnit PriceEst Amt Total (YEN)

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 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 Sawcutting of Asphalt Pavement t=50~100mm (Section 02 41 00) 200.0 LM ¥ - ¥ -

A002 Sawcutting of Concrete Pavement t=100mm (Section 02 41 00) 50.0 LM ¥ - ¥ -

A003 Sawcutting of Concrete Pavement t=101~250mm (Section 02 41 00) 50.0 LM ¥ - ¥ -

A004 Sawcutting of Concrete Pavement t=251~350mm (Section 02 41 00) 50.0 LM ¥ - ¥ -

A005 Sawcutting of Concrete Pavement t=351~400mm (Section 02 41 00) 100.0 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=50mm (Section 02 41 00) 1,900.0 SM ¥ - ¥ -

A007 Asphalt Pavement Removal t=100mm (Section 02 41 00) 100.0 SM ¥ - ¥ -

A008 Plain Concrete Pavement Removal t=100mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

A009 Plain Concrete Pavement Removal t=101~250mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

A010 Plain Concrete Pavement Removal t=251~350mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

A011 Plain Concrete Pavement Removal t=351~400mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

A012 Reinforced Concrete Pavement Removal t=300~380 (Section 02 41 00) 30.0 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 11.51R) 22,000.0 SM ¥ - ¥ -

A014 Paint Removal Using Water Blasting for Cold Application Marking 150mm Wide (Section 32 01 11.51R) 500.0 LM ¥ - ¥ -

A015 Paint Removal Using Abrasive Method for Hot melt Apprication Type Marking 150mm Wide (Section 32 17 23.00 20) 10.0 LM ¥ - ¥ -

EXCAVATION AND GRADING

Excavation, Fill, and Grading (A016-A021)
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 materials hall 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 unload the material to any location on the base at no additional cost.

A016 Excavation - Back-hoe 0.8m3 Without Shoring (Section 31 00 00) 400.0 CM ¥ - ¥ -

A017 Excavation - Back-hoe 0.45m3 With Shoring (Section 31 00 00) 50.0 CM ¥ - ¥ -

A018 Excavation - Back-hoe 0.28m3 Without Shoring (Section 31 00 00) 50.0 CM ¥ - ¥ -

A019 Hand Excavation (Section 31 00 00) 10.0 CM ¥ - ¥ -

A020 Backfill/Grade at Trench bed (Section 31 00 00, 31 23 00.00 20) 150.0 SM ¥ - ¥ -

A021 Backfill with Back-hoe 0.45m3 at Trench (Section 31 00 00, 31 23 00.00 20) 200.0 CM ¥ - ¥ -

AGGREGATE

Aggregate and Fine Aggregate Base Course (A022-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.

A022 Grading of Sub base Including 20mm thk. Additional Gravel (Section 32 11 16.16, 32 11 24) 1,000.0 SM ¥ - ¥ -

A023 100mm thk Base Course M-30~40/C-30~40 (Section 32 11 16.16, 32 11 24) 500.0 SM ¥ - ¥ -

A024 150mm thk Base Course M-30~40/C-30~40 (Section 32 11 16.16, 32 11 24) 500.0 SM ¥ - ¥ -

A025 200mm thk, Base Course M-30~40/C-30~40 (Section 32 11 16.16, 32 11 24) 500.0 SM ¥ - ¥ -

A026 200mm thk. Base course (Soil Cement Stabilized) (m2) 500.0 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.
e. Pavement cutting for crack sealing shall be finished the day before sealing work.

A027 Prime Coat PK-3 (Section 32 12 10) 2,000.0 SM ¥ - ¥ -

A028 Tack Coat PK-4 (Section 32 12 10) 30.0 SM ¥ - ¥ -

A029 Crack Repair Using Polysulfide Sealer (Section 32 01 19.61) 150.0 LM ¥ - ¥ -

A030 Asphalt Concrete Paving t=50mm (Section 32 12 17) 2,000.0 SM ¥ - ¥ -

CONCRETE PAVEMENT

Concrete Pavement (A031-A046):
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 valume shown in parentheses.

A031 Concrete Form (Section32 13 13.06) 10.0 SM ¥ - ¥ -

A032 250 Thk. Concrete Paving (Section32 13 13.06) 25.0 SM ¥ - ¥ -

A033 380 Thk. Concrete Paving (Section32 13 13.06) 25.0 SM ¥ - ¥ -

A034 305 Thk. High Temperature Concrete Paving (Section32 13 13.43) 1.0 SM ¥ - ¥ -

A035 Spall Repairs - Size: 200x200x75deep (3.0Liter) (Section 03 01 30.71) 20.0 EA ¥ - ¥ -

A036 Spall Repairs - Size: 200x300x75deep (4.5Liter) (Section 03 01 30.71) 20.0 EA ¥ - ¥ -

A037 Spall Repairs - Size: 250x300x75deep (5.63Liter) (Section 03 01 30.71) 10.0 EA ¥ - ¥ -

A038 Spall Repairs - Size: 300x300x75deep (6.75Liter) (Section 03 01 30.71) 5.0 EA ¥ - ¥ -

A039 Spall Repairs - Size: 250x450x75deep (8.45Liter) (Section 03 01 30.71) 5.0 EA ¥ - ¥ -

A040 Contraction/Construction Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 70.0 LM ¥ - ¥ -

A041 Expansion Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 30.0 LM ¥ - ¥ -

A042 Expansion Joint with Silicone Sealer in New Pavement (Section 32 01 19) 30.0 LM ¥ - ¥ -

A043 Joint Resealing for Contraction/Construction Joint Using Polysulfide Sealer 8w x 6d (Section 32 01 19.61) 25,600.0 LM ¥ - ¥ -

A044 Joint Resealing for Expansion Joint Using Polysulfide Sealer 35w x 12d (Section 32 01 19.61) 880.0 LM ¥ - ¥ -

A045 Joint Resealing for Expansion Joint Using Silicone Sealer 35w x 12d (Section 32 01 19.61) 880.0 LM ¥ - ¥ -

A046 Sodium Silicate Coating on the High Temperature Concrete Pavement 1.0 SM ¥ - ¥ -

PAVEMENT MARKINGS

Pavement Markings(A047-A063):
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.
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.

A047 Cold Application type - 150 Wide White without Beads (Section 32 17 23.00 20) 80.0 LM ¥ - ¥ -

A048 Cold Application type - 150 Wide White with Beads (Section 32 17 23.00 20) 4,000.0 LM ¥ - ¥ -

A049 Cold Application type - 150 Wide Yellow without Beads (Section 32 17 23.00 20) 1,120.0 LM ¥ - ¥ -

A050 Cold Application type - 150 Wide Yellow with Beads (Section 32 17 23.00 20) 20,000.0 LM ¥ - ¥ -

A051 Cold Application type - 150 Wide Red with Beads (Section 32 17 23.00 20) 40.0 LM ¥ - ¥ -

A052 Cold Application type - 150 Wide Black without Beads (Section 32 17 23.00 20) 40,000.0 LM ¥ - ¥ -

A053 Hot Melt Application type - 150 Wide White (Section 32 17 23.00 20) 200.0 LM ¥ - ¥ -

A054 Hot Melt Application type - 150 Wide Yellow (Section 32 17 23.00 20) 200.0 LM ¥ - ¥ -

A055 Cold/Hot Melt Application type - White Letters h=300~400 (Section 32 17 23.00 20) 5.0 EA ¥ - ¥ -

A056 Cold/Hot Melt Application type - White Letters h=500~1000 (Section 32 17 23.00 20) 5.0 EA ¥ - ¥ -

A057 Cold/Hot Melt Application type - White Letters h=1100~1500 (Section 32 17 23.00 20) 5.0 EA ¥ - ¥ -

A058 Cold/Hot Melt Application type - White Letters h=1600~2000 (Section 32 17 23.00 20) 10.0 EA ¥ - ¥ -

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

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

A061 Hot Melt Application type - White Bicycle Sign (Section 32 17 23.00 20) 1.0 EA ¥ - ¥ -

A062 Hot Melt Application type - White Stop Sign (Section 32 17 23.00 20) 5.0 EA ¥ - ¥ -

A063 Cleaning of 150mm Wide Pavement Marking (Section 32 17 23.00 20) 500.0 LM ¥ - ¥ -

MISCELLANEOUS

Tie-bar and dowel bar (A064-A067)
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)

A064 Tie Bar D22 x 1200mm (Sections 32 13 13.06) 10.0 EA ¥ - ¥ -

A065 Tie Bar or Dowel Bar D29(29 dia.) x 550mm (Sections 32 13 13.06) 10.0 EA ¥ - ¥ -

A066 Tie Bar or Dowel Bar D32(32 dia.) x 550(600)mm (Sections 32 13 13.06) 10.0 EA ¥ - ¥ -

A067 Tie Bar or Dowel Bar D38(38 dia.) x 750mm (Sections 32 13 13.06) 12.0 EA ¥ - ¥ -

Reinforcing steel bar (A068)
a. provide reinforcement for concrete pavement as necessary. Size and arrangement of the reinforcement will be directed by officer in charge of construction)

A068 Reinforcing Steel (Sections 32 13 13.06) 3.0 TON ¥ - ¥ -

Sodding (A069-A071)
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.

A069 Sodding and ground leveling without fertilizing (Section 32 92 23) 200.0 SM ¥ - ¥ -

A070 Sodding, fertilizing and ground leveling (Section 32 92 23) 1,000.0 SM ¥ - ¥ -

A071 Sodding, fertilizing and ground leveling (Replace exist soil with new 100 thk D.G.) (Section 32 92 23) 1,000.0 SM ¥ - ¥ -

Lighting (A072-A077)
Contractor shall apply for work during night construction.

A072 Lighting for Night Work - 1kw x 6ea with track (One night rental) 260.0 EA ¥ - ¥ -

A073 Lighting for Night Work - 1kw x 6ea with track (Monthly rental) 260.0 EA ¥ - ¥ -

A074 Lighting for Night Work - Baloon Light with Generator (One night rental) 260.0 EA ¥ - ¥ -

A075 Lighting for Night Work - Baloon Light with Generator (Monthly rental) 285.0 EA ¥ - ¥ -

A076 Interpreter Charge 250.0 DYS ¥ - ¥ -

A077 QC & Safety Expense 600.0 DYS ¥ - ¥ -

LIGHTING

Lighting (A078-A098):
a. Provide lamp to match existing conditions.
b. Remove/Restore light fixture, take light fixture apart, cleanup, replace burned out lamp with new, make sure light is working by remote turn-on at Air Traffic Control Tower.
c. Determine/Report any other defective part to Government representative, as required.

A078 Repair non-working Approach Light - In-Pavement Halogen (Section 26 56 20) 20 EA ¥ - ¥ -

A079 Repair non-working Approach Light - Elevated Halogen on the ground (Section 26 56 20) 10 EA ¥ - ¥ -

A080 Repair non-working Approach Light - Elevated Halogen on the sea (Section 26 56 20) 25 EA ¥ - ¥ -

A081 Repair non-working Sequence Flashing Light - Elevated Xenon on the ground (Section 26 56 20) 1 EA ¥ - ¥ -

A082 Repair non-working Sequence Flashing Light - Elevated Xenon on the sea (Section 26 56 20) 1 EA ¥ - ¥ -

A083 Repair non-working Precision Approach Path Indicator system - Halogen (Section 26 56 20) 20 EA ¥ - ¥ -

A084 Repair non-working Runway Edge Light - In-Pavement Halogen (Section 26 56 20) 15 EA ¥ - ¥ -

A085 Repair non-working Runway Edge Light - Elevated Halogen (Section 26 56 20) 20 EA ¥ - ¥ -

A086 Repair non-working Runway Threshold and end Light - In-Pavement Halogen (Section 26 56 20) 20 EA ¥ - ¥ -

A087 Repair non-working Taxi-way Edge Light - In-Pavement Halogen (Section 26 56 20) 40 EA ¥ - ¥ -

A088 Repair non-working Taxi-way Edge Light - Elevated Incandescent (Section 26 56 20) 50 EA ¥ - ¥ -

A089Repair non-working Runway Hold Position Light - Elevated Halogen (Section 26 56 20)10EA¥ -¥ -
a. Provide fuse as required to match existing conditions.
b. Replace blown fuse with new, as required.

A090 Repair non-working Taxiway Guidance Sign Light - Fluorescent (Per one letter) (Section 26 56 20) 400 EA ¥ - ¥ -

A091 Repair non-working Taxiway Guidance Sign Light - Halogen (Section 26 56 20) 4 EA ¥ - ¥ -

A092 Repair non-working Runway Distance Remaining Light - Incandescent (Section 26 56 20) 70 EA ¥ - ¥ -

A093 Repair non-working Arresting Gear Marker Light - Incandescent (Section 26 56 20) 10 EA ¥ - ¥ -

A094 Repair non-working VTOL Pad Perimeter Light - In-Pavement Halogen (Section 26 56 20) 10 EA ¥ - ¥ -

A095 Repair non-working VTOL Pad Perimeter Light - Elevated Incandescent (Section 26 56 20) 4 EA ¥ - ¥ -

A096 Repair non-working Simulated Carrier Deck Light - In-Pavement Halogen (Section 26 56 20) 50 EA ¥ - ¥ -

A097 Repair non-working Simulated Carrier Deck Light - In-Pavement LED (Section 26 56 20) 1 EA ¥ - ¥ -

A098 Repair non-working Wind Direction Indicator Light - Incandescent (Section 26 56 20) 3 EA ¥ - ¥ -

Lighting (A099-A100):
a. Provide lamp to match existing conditions.
b. Remove/Restore light fixture, take light fixture apart, cleanup, replace burned out lamp with new, make sure light is working by turn-on by photocell.
c. Determine/Report any other defective part to Government representative, as required.

A099 Repair non-working Obstruction Light - Incandescent (Section 26 56 20) 20 EA ¥ - ¥ -

A100Repair non-working VAL Apron Flood Light - High-Pressure Sodium (Section 26 56 36.00 40)15EA¥ -¥ -
a. Provide a bucket truck.
A101Replace broken frangible coupling for Elevated Light Fixture (Section 26 56 20)10EA¥ -¥ -
a. Provide frangible coupling to match existing conditions.
b. Remove/restore light fixture, take light fixture apart, cleanup, replace broken frangible coupling with new, make sure light is working by remote turn-on at Air Traffic Control Tower.
c. Determine/Report any other defective part to Government representative, as required.

A102 Transporting for Approach and Sequence Flashing light on the sea - Hire a boat with Captain (One day) 12 DY ¥ - ¥ -

Lighting (A103-A115):
a. Provide LED light fixture and isolation transformer to match existing conditions.
b. Remove light fixture and isolation transformer, install with new LED light fixture and isolation transformer, adjust and/or modify Constant Current Regulator(CCR), as required.
c. Make sure lights are working by remote turn-on at Air Traffic Control Tower.

A103 Replace Approach Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

A104 Replace Approach Light with new LED light fixture - Elevated on the ground (Section 26 56 20) 1 EA ¥ - ¥ -

A105 Replace Approach Light with new LED light fixture - Elevated on the sea (Section 26 56 20) 1 EA ¥ - ¥ -

A106 Replace Precision Approach Path Indicator light with new LED light fixture (Section 26 56 20) 1 EA ¥ - ¥ -

A107 Replace Runway Edge Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

A108 Replace Runway Edge Light with new LED light fixture - Elevated (Section 26 56 20) 1 EA ¥ - ¥ -

A109 Replace Runway Threshold and end Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

A110 Replace Taxi-way Edge Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

A111 Replace Taxi-way Edge Light with new LED light fixture - Elevated (Section 26 56 20) 1 EA ¥ - ¥ -

A112 Replace Runway Hold Position Light with new LED light fixture - Elevated (Section 26 56 20) 1 EA ¥ - ¥ -

A113 Replace VTOL Pad Perimeter Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

A114 Replace VTOL Pad Perimeter Light with new LED light fixture - Elevated (Section 26 56 20) 1 EA ¥ - ¥ -

A115 Replace Simulated Carrier Deck Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

Lighting (A116-A118):
a. Provide LED retrofit kit and isolation transformer to match existing conditions.
b. Remove fluorescent light tube, socket, wire, ballast and isolation transformer, install with new LED retrofit kit and isolation transformer, adjust and/or modify Constant Current Regulator(CCR), as required.
c. Make sure lights are working by remote turn-on at Air Traffic Control Tower.

A116 Install LED retrofit kit for existing JP products single face Taxiway Guidance Sign Light - Per one module (Section 26 56 20) 1 EA ¥ - ¥ -

A117 Install LED retrofit kit for existing JP products double face Taxiway Guidance Sign Light - Per one module (Section 26 56 20) 1 EA ¥ - ¥ -

A118 Install LED retrofit kit for existing US products Taxiway Guidance Sign Light - Per unit (Section 26 56 20) 1 EA ¥ - ¥ -

Lighting (A119-A121):
a. Provide LED lamps to match existing conditions.
b. Remove Incandescent lamps, install with new LED lamps.
c. Make sure lights are working by remote turn-on at Air Traffic Control Tower.

A119 Replace Runway Distance Remaining Light with new LED light bulbs - Per unit (Section 26 56 20) 1 EA ¥ - ¥ -

A120 Replace Arresting Gear Marker Light with new LED light bulbs - Per unit (Section 26 56 20) 1 EA ¥ - ¥ -

A121 Replace Wind Direction Indicator Light with new LED light fixtures - Per unit (Section 26 56 20) 1 EA ¥ - ¥ -

NON-PREPRICED MATERIAL, LABOR

ELINs A122 and A123 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.

A122 Non-Prepriced Labor - (Must be negotiated by contracting officer NTE) ¥ 4,800,000 ¥ 4,800,000

A123Non-Prepriced Materials - (Must be negotiated by contracting officer NTE)¥ 32,000,000¥ 32,000,000
TOTAL (A001 through A123)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

Airfield IDIQ Contract for Various Projects MCAS Iwakuni, Japan

SCHEDULE OF IDIQ WORK

CUI//FEDCON

Period 2

SCHEDULE OF INDEFINITE QUANTITY WORK - "B"
EXHIBIT B Price for the Ordering Period 2
Item NoDescriptionEst. QtyUnitUnit PriceEst Amt Total (YEN)

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 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.

B001 Sawcutting of Asphalt Pavement t=50~100mm (Section 02 41 00) 200.0 LM ¥ - ¥ -

B002 Sawcutting of Concrete Pavement t=100mm (Section 02 41 00) 50.0 LM ¥ - ¥ -

B003 Sawcutting of Concrete Pavement t=101~250mm (Section 02 41 00) 50.0 LM ¥ - ¥ -

B004 Sawcutting of Concrete Pavement t=251~350mm (Section 02 41 00) 50.0 LM ¥ - ¥ -

B005 Sawcutting of Concrete Pavement t=351~400mm (Section 02 41 00) 100.0 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=50mm (Section 02 41 00) 1,900.0 SM ¥ - ¥ -

B007 Asphalt Pavement Removal t=100mm (Section 02 41 00) 100.0 SM ¥ - ¥ -

B008 Plain Concrete Pavement Removal t=100mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

B009 Plain Concrete Pavement Removal t=101~250mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

B010 Plain Concrete Pavement Removal t=251~350mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

B011 Plain Concrete Pavement Removal t=351~400mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

B012 Reinforced Concrete Pavement Removal t=300~380 (Section 02 41 00) 30.0 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 11.51R) 22,000.0 SM ¥ - ¥ -

B014 Paint Removal Using Water Blasting for Cold Application Marking 150mm Wide (Section 32 01 11.51R) 500.0 LM ¥ - ¥ -

B015 Paint Removal Using Abrasive Method for Hot melt Apprication Type Marking 150mm Wide (Section 32 17 23.00 20) 10.0 LM ¥ - ¥ -

EXCAVATION AND GRADING

Excavation, Fill, and Grading (B016-B021)
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 unload the material to any location on the base at no additional cost.

B016 Excavation - Back-hoe 0.8m3 Without Shoring (Section 31 00 00) 400.0 CM ¥ - ¥ -

B017 Excavation - Back-hoe 0.45m3 With Shoring (Section 31 00 00) 50.0 CM ¥ - ¥ -

B018 Excavation - Back-hoe 0.28m3 Without Shoring (Section 31 00 00) 50.0 CM ¥ - ¥ -

B019 Hand Excavation (Section 31 00 00) 10.0 CM ¥ - ¥ -

B020 Backfill/Grade at Trench bed (Section 31 00 00, 31 23 00.00 20) 150.0 SM ¥ - ¥ -

B021 Backfill with Back-hoe 0.45m3 at Trench (Section 31 00 00, 31 23 00.00 20) 200.0 CM ¥ - ¥ -

AGGREGATE

Aggregate and Fine Aggregate Base Course (B022-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.

B022 Grading of Sub base Including 20mm thk. Additional Gravel (Section 32 11 16.16, 32 11 24) 1,000.0 SM ¥ - ¥ -

B023 100mm thk Base Course M-30~40/C-30~40 (Section 32 11 16.16, 32 11 24) 500.0 SM ¥ - ¥ -

B024 150mm thk Base Course M-30~40/C-30~40 (Section 32 11 16.16, 32 11 24) 500.0 SM ¥ - ¥ -

B025 200mm thk, Base Course M-30~40/C-30~40 (Section 32 11 16.16, 32 11 24) 500.0 SM ¥ - ¥ -

B026 200mm thk. Base course (Soil Cement Stabilized) (m2) 500.0 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.
e. Pavement cutting for crack sealing shall be finished the day before sealing work.

B027 Prime Coat PK-3 (Section 32 12 10) 2,000.0 SM ¥ - ¥ -

B028 Tack Coat PK-4 (Section 32 12 10) 30.0 SM ¥ - ¥ -

B029 Crack Repair Using Polysulfide Sealer (Section 32 01 19.61) 150.0 LM ¥ - ¥ -

B030 Asphalt Concrete Paving t=50mm (Section 32 12 17) 2,000.0 SM ¥ - ¥ -

CONCRETE PAVEMENT

Concrete Pavement (B031-B046):
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 valume shown in parentheses.

B031 Concrete Form (Section32 13 13.06) 10.0 SM ¥ - ¥ -

B032 250 Thk. Concrete Paving (Section32 13 13.06) 25.0 SM ¥ - ¥ -

B033 380 Thk. Concrete Paving (Section32 13 13.06) 25.0 SM ¥ - ¥ -

B034 305 Thk. High Temperature Concrete Paving (Section32 13 13.43) 1.0 SM ¥ - ¥ -

B035 Spall Repairs - Size: 200x200x75deep (3.0Liter) (Section 03 01 30.71) 20.0 EA ¥ - ¥ -

B036 Spall Repairs - Size: 200x300x75deep (4.5Liter) (Section 03 01 30.71) 20.0 EA ¥ - ¥ -

B037 Spall Repairs - Size: 250x300x75deep (5.63Liter) (Section 03 01 30.71) 10.0 EA ¥ - ¥ -

B038 Spall Repairs - Size: 300x300x75deep (6.75Liter) (Section 03 01 30.71) 5.0 EA ¥ - ¥ -

B039 Spall Repairs - Size: 250x450x75deep (8.45Liter) (Section 03 01 30.71) 5.0 EA ¥ - ¥ -

B040 Contraction/Construction Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 70.0 LM ¥ - ¥ -

B041 Expansion Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 30.0 LM ¥ - ¥ -

B042 Expansion Joint with Silicone Sealer in New Pavement (Section 32 01 19) 30.0 LM ¥ - ¥ -

B043 Joint Resealing for Contraction/Construction Joint Using Polysulfide Sealer 8w x 6d (Section 32 01 19.61) 25,600.0 LM ¥ - ¥ -

B044 Joint Resealing for Expansion Joint Using Polysulfide Sealer 35w x 12d (Section 32 01 19.61) 880.0 LM ¥ - ¥ -

B045 Joint Resealing for Expansion Joint Using Silicone Sealer 35w x 12d (Section 32 01 19.61) 880.0 LM ¥ - ¥ -

B046 Sodium Silicate Coating on the High Temperature Concrete Pavement 1.0 SM ¥ - ¥ -

PAVEMENT MARKINGS

Pavement Markings(B047-B063):
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.
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.

B047 Cold Application type - 150 Wide White without Beads (Section 32 17 23.00 20) 80.0 LM ¥ - ¥ -

B048 Cold Application type - 150 Wide White with Beads (Section 32 17 23.00 20) 4,000.0 LM ¥ - ¥ -

B049 Cold Application type - 150 Wide Yellow without Beads (Section 32 17 23.00 20) 1,120.0 LM ¥ - ¥ -

B050 Cold Application type - 150 Wide Yellow with Beads (Section 32 17 23.00 20) 20,000.0 LM ¥ - ¥ -

B051 Cold Application type - 150 Wide Red with Beads (Section 32 17 23.00 20) 40.0 LM ¥ - ¥ -

B052 Cold Application type - 150 Wide Black without Beads (Section 32 17 23.00 20) 40,000.0 LM ¥ - ¥ -

B053 Hot Melt Application type - 150 Wide White (Section 32 17 23.00 20) 200.0 LM ¥ - ¥ -

B054 Hot Melt Application type - 150 Wide Yellow (Section 32 17 23.00 20) 200.0 LM ¥ - ¥ -

B055 Cold/Hot Melt Application type - White Letters h=300~400 (Section 32 17 23.00 20) 5.0 EA ¥ - ¥ -

B056 Cold/Hot Melt Application type - White Letters h=500~1000 (Section 32 17 23.00 20) 5.0 EA ¥ - ¥ -

B057 Cold/Hot Melt Application type - White Letters h=1100~1500 (Section 32 17 23.00 20) 5.0 EA ¥ - ¥ -

B058 Cold/Hot Melt Application type - White Letters h=1600~2000 (Section 32 17 23.00 20) 10.0 EA ¥ - ¥ -

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

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

B061 Hot Melt Application type - White Bicycle Sign (Section 32 17 23.00 20) 1.0 EA ¥ - ¥ -

B062 Hot Melt Application type - White Stop Sign (Section 32 17 23.00 20) 5.0 EA ¥ - ¥ -

B063 Cleaning of 150mm Wide Pavement Marking (Section 32 17 23.00 20) 500.0 LM ¥ - ¥ -

MISCELLANEOUS

Tie-bar and dowel bar (B064-B067)
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)

B064 Tie Bar D22 x 1200mm (Sections 32 13 13.06) 10.0 EA ¥ - ¥ -

B065 Tie Bar or Dowel Bar D29(29 dia.) x 550mm (Sections 32 13 13.06) 10.0 EA ¥ - ¥ -

B066 Tie Bar or Dowel Bar D32(32 dia.) x 550(600)mm (Sections 32 13 13.06) 10.0 EA ¥ - ¥ -

B067 Tie Bar or Dowel Bar D38(38 dia.) x 750mm (Sections 32 13 13.06) 12.0 EA ¥ - ¥ -

Reinforcing steel bar (B068)
a. provide reinforcement for concrete pavement as necessary. Size and arrangement of the reinforcement will be directed by officer in charge of construction)

B068 Reinforcing Steel (Sections 32 13 13.06) 3.0 TON ¥ - ¥ -

Sodding (B069-B071)
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.

B069 Sodding and ground leveling without fertilizing (Section 32 92 23) 200.0 SM ¥ - ¥ -

B070 Sodding, fertilizing and ground leveling (Section 32 92 23) 1,000.0 SM ¥ - ¥ -

B071 Sodding, fertilizing and ground leveling (Replace exist soil with new 100 thk D.G.) (Section 32 92 23) 1,000.0 SM ¥ - ¥ -

Lighting (B072-B077)
Contractor shall apply for work during night construction.

B072 Lighting for Night Work - 1kw x 6ea with track (One night rental) 260.0 EA ¥ - ¥ -

B073 Lighting for Night Work - 1kw x 6ea with track (Monthly rental) 260.0 EA ¥ - ¥ -

B074 Lighting for Night Work - Baloon Light with Generator (One night rental) 260.0 EA ¥ - ¥ -

B075 Lighting for Night Work - Baloon Light with Generator (Monthly rental) 285.0 EA ¥ - ¥ -

B076 Interpreter Charge 250.0 DYS ¥ - ¥ -

B077 QC & Safety Expense 600.0 DYS ¥ - ¥ -

LIGHTING

Lighting (B078-B098):
a. Provide lamp to match existing conditions.
b. Remove/Restore light fixture, take light fixture apart, cleanup, replace burned out lamp with new, make sure light is working by remote turn-on at Air Traffic Control Tower.
c. Determine/Report any other defective part to Government representative, as required.

B078 Repair non-working Approach Light - In-Pavement Halogen (Section 26 56 20) 20 EA ¥ - ¥ -

B079 Repair non-working Approach Light - Elevated Halogen on the ground (Section 26 56 20) 10 EA ¥ - ¥ -

B080 Repair non-working Approach Light - Elevated Halogen on the sea (Section 26 56 20) 25 EA ¥ - ¥ -

B081 Repair non-working Sequence Flashing Light - Elevated Xenon on the ground (Section 26 56 20) 1 EA ¥ - ¥ -

B082 Repair non-working Sequence Flashing Light - Elevated Xenon on the sea (Section 26 56 20) 1 EA ¥ - ¥ -

B083 Repair non-working Precision Approach Path Indicator system - Halogen (Section 26 56 20) 20 EA ¥ - ¥ -

B084 Repair non-working Runway Edge Light - In-Pavement Halogen (Section 26 56 20) 15 EA ¥ - ¥ -

B085 Repair non-working Runway Edge Light - Elevated Halogen (Section 26 56 20) 20 EA ¥ - ¥ -

B086 Repair non-working Runway Threshold and end Light - In-Pavement Halogen (Section 26 56 20) 20 EA ¥ - ¥ -

B087 Repair non-working Taxi-way Edge Light - In-Pavement Halogen (Section 26 56 20) 40 EA ¥ - ¥ -

B088 Repair non-working Taxi-way Edge Light - Elevated Incandescent (Section 26 56 20) 50 EA ¥ - ¥ -

B089Repair non-working Runway Hold Position Light - Elevated Halogen (Section 26 56 20)10EA¥ -¥ -
a. Provide fuse as required to match existing conditions.
b. Replace blown fuse with new, as required.

B090 Repair non-working Taxiway Guidance Sign Light - Fluorescent (Per one letter) (Section 26 56 20) 400 EA ¥ - ¥ -

B091 Repair non-working Taxiway Guidance Sign Light - Halogen (Section 26 56 20) 4 EA ¥ - ¥ -

B092 Repair non-working Runway Distance Remaining Light - Incandescent (Section 26 56 20) 70 EA ¥ - ¥ -

B093 Repair non-working Arresting Gear Marker Light - Incandescent (Section 26 56 20) 10 EA ¥ - ¥ -

B094 Repair non-working VTOL Pad Perimeter Light - In-Pavement Halogen (Section 26 56 20) 10 EA ¥ - ¥ -

B095 Repair non-working VTOL Pad Perimeter Light - Elevated Incandescent (Section 26 56 20) 4 EA ¥ - ¥ -

B096 Repair non-working Simulated Carrier Deck Light - In-Pavement Halogen (Section 26 56 20) 50 EA ¥ - ¥ -

B097 Repair non-working Simulated Carrier Deck Light - In-Pavement LED (Section 26 56 20) 1 EA ¥ - ¥ -

B098 Repair non-working Wind Direction Indicator Light - Incandescent (Section 26 56 20) 3 EA ¥ - ¥ -

Lighting (B099-B100):
a. Provide lamp to match existing conditions.
b. Remove/Restore light fixture, take light fixture apart, cleanup, replace burned out lamp with new, make sure light is working by turn-on by photocell.
c. Determine/Report any other defective part to Government representative, as required.

B099 Repair non-working Obstruction Light - Incandescent (Section 26 56 20) 20 EA ¥ - ¥ -

B100Repair non-working VAL Apron Flood Light - High-Pressure Sodium (Section 26 56 36.00 40)15EA¥ -¥ -
a. Provide a bucket truck.
B101Replace broken frangible coupling for Elevated Light Fixture (Section 26 56 20)10EA¥ -¥ -
a. Provide frangible coupling to match existing conditions.
b. Remove/restore light fixture, take light fixture apart, cleanup, replace broken frangible coupling with new, make sure light is working by remote turn-on at Air Traffic Control Tower.
c. Determine/Report any other defective part to Government representative, as required.

B102 Transporting for Approach and Sequence Flashing light on the sea - Hire a boat with Captain (One day) 12 DY ¥ - ¥ -

Lighting (B103-B115):
a. Provide LED light fixture and isolation transformer to match existing conditions.
b. Remove light fixture and isolation transformer, install with new LED light fixture and isolation transformer, adjust and/or modify Constant Current Regulator(CCR), as required.
c. Make sure lights are working by remote turn-on at Air Traffic Control Tower.

B103 Replace Approach Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

B104 Replace Approach Light with new LED light fixture - Elevated on the ground (Section 26 56 20) 1 EA ¥ - ¥ -

B105 Replace Approach Light with new LED light fixture - Elevated on the sea (Section 26 56 20) 1 EA ¥ - ¥ -

B106 Replace Precision Approach Path Indicator light with new LED light fixture (Section 26 56 20) 1 EA ¥ - ¥ -

B107 Replace Runway Edge Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

B108 Replace Runway Edge Light with new LED light fixture - Elevated (Section 26 56 20) 1 EA ¥ - ¥ -

B109 Replace Runway Threshold and end Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

B110 Replace Taxi-way Edge Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

B111 Replace Taxi-way Edge Light with new LED light fixture - Elevated (Section 26 56 20) 1 EA ¥ - ¥ -

B112 Replace Runway Hold Position Light with new LED light fixture - Elevated (Section 26 56 20) 1 EA ¥ - ¥ -

B113 Replace VTOL Pad Perimeter Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

B114 Replace VTOL Pad Perimeter Light with new LED light fixture - Elevated (Section 26 56 20) 1 EA ¥ - ¥ -

B115 Replace Simulated Carrier Deck Light with new LED light fixture - In-Pavement (Section 26 56 20) 1 EA ¥ - ¥ -

Lighting (B116-B118):
a. Provide LED retrofit kit and isolation transformer to match existing conditions.
b. Remove fluorescent light tube, socket, wire, ballast and isolation transformer, install with new LED retrofit kit and isolation transformer, adjust and/or modify Constant Current Regulator(CCR), as required.
c. Make sure lights are working by remote turn-on at Air Traffic Control Tower.

B116 Install LED retrofit kit for existing JP products single face Taxiway Guidance Sign Light - Per one module (Section 26 56 20) 1 EA ¥ - ¥ -

B117 Install LED retrofit kit for existing JP products double face Taxiway Guidance Sign Light - Per one module (Section 26 56 20) 1 EA ¥ - ¥ -

B118 Install LED retrofit kit for existing US products Taxiway Guidance Sign Light - Per unit (Section 26 56 20) 1 EA ¥ - ¥ -

Lighting (B119-B121):
a. Provide LED lamps to match existing conditions.
b. Remove Incandescent lamps, install with new LED lamps.
c. Make sure lights are working by remote turn-on at Air Traffic Control Tower.

B119 Replace Runway Distance Remaining Light with new LED light bulbs - Per unit (Section 26 56 20) 1 EA ¥ - ¥ -

B120 Replace Arresting Gear Marker Light with new LED light bulbs - Per unit (Section 26 56 20) 1 EA ¥ - ¥ -

B121 Replace Wind Direction Indicator Light with new LED light fixtures - Per unit (Section 26 56 20) 1 EA ¥ - ¥ -

NON-PREPRICED MATERIAL, LABOR

ELINs B122 and B123 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.

B122 Non-Prepriced Labor - (Must be negotiated by contracting officer NTE) ¥ 4,800,000 ¥ - ¥ 4,800,000

B123Non-Prepriced Materials - (Must be negotiated by contracting officer NTE)¥ 32,000,000¥ -¥ 32,000,000
TOTAL (B001 through B123)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

Airfield IDIQ Contract for Various Projects MCAS Iwakuni, Japan

CUI//FEDCON

Period 3

SCHEDULE OF INDIFINITE QUANTITY WORK - "C"
EXIHIBIT C Price for the Ordering Period 3
Item NoDescriptionEst. QtyUnitUnit PriceEst Amt Total (YEN)

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 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.

C001 Sawcutting of Asphalt Pavement t=50~100mm (Section 02 41 00) 200.0 LM ¥ - ¥ -

C002 Sawcutting of Concrete Pavement t=100mm (Section 02 41 00) 50.0 LM ¥ - ¥ -

C003 Sawcutting of Concrete Pavement t=101~250mm (Section 02 41 00) 50.0 LM ¥ - ¥ -

C004 Sawcutting of Concrete Pavement t=251~350mm (Section 02 41 00) 50.0 LM ¥ - ¥ -

C005 Sawcutting of Concrete Pavement t=351~400mm (Section 02 41 00) 100.0 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=50mm (Section 02 41 00) 1,900.0 SM ¥ - ¥ -

C007 Asphalt Pavement Removal t=100mm (Section 02 41 00) 100.0 SM ¥ - ¥ -

C008 Plain Concrete Pavement Removal t=100mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

C009 Plain Concrete Pavement Removal t=101~250mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

C010 Plain Concrete Pavement Removal t=251~350mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

C011 Plain Concrete Pavement Removal t=351~400mm (Section 02 41 00) 10.0 SM ¥ - ¥ -

C012 Reinforced Concrete Pavement Removal t=300~380 (Section 02 41 00) 30.0 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 11.51R) 22,000.0 SM ¥ - ¥ -

C014 Paint Removal Using Water Blasting for Cold Application Marking 150mm Wide (Section 32 01 11.51R) 500.0 LM ¥ - ¥ -

C015 Paint Removal Using Abrasive Method for Hot melt Apprication Type Marking 150mm Wide (Section 32 17 23.00 20) 10.0 LM ¥ - ¥ -

EXCAVATION AND GRADING

Excavation, Fill, and Grading (C016-C021)
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 unload the material to any location on the base at no additional cost.

C016 Excavation - Back-hoe 0.8m3 Without Shoring (Section 31 00 00) 400.0 CM ¥ - ¥ -

C017 Excavation - Back-hoe 0.45m3 With Shoring (Section 31 00 00) 50.0 CM ¥ - ¥ -

C018 Excavation - Back-hoe 0.28m3 Without Shoring (Section 31 00 00) 50.0 CM ¥ - ¥ -

C019 Hand Excavation (Section 31 00 00) 10.0 CM ¥ - ¥ -

C020 Backfill/Grade at…

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