Atch(3)_Schedule_of_Indefinite_Quantity_Work_updated.xlsx

XLSX spreadsheet 2 MB Posted Mar 2, 2023

Attached to: AIRFIELD IDIQ CONTRACT FOR VARIOUS PROJECTS AT U. S. MARINE CORPS AIR STATION IWAKUNI, JAPAN
Solicitation number: N4008423B5501
Issued by: Department of the Navy Naval Facilities Engineering Command

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File	Type	Posted
23B5501_Abstract.pdf	PDF	May 24, 2023
02_Non priced Spec of Airfield Pav IDIQ Cont.xlsx	XLSX spreadsheet	May 15, 2023
Amend06_SF30_23B5501.pdf	PDF	May 15, 2023
23B5501_updated_Schedule of Price.xlsx	XLSX spreadsheet	May 15, 2023
Govt_PPI_Ans_A05.pdf	PDF	Apr 27, 2023
PC001_Airfield_IDIQ.pdf	PDF	Apr 27, 2023
Amend05_SF30_23B5501.pdf	PDF	Apr 27, 2023
23B5501_SF30_Amend004.pdf	PDF	Apr 20, 2023
23B5501_SF30_Amend003.pdf	PDF	Apr 3, 2023
23B5501_SF30Amend_01.pdf	PDF	Apr 3, 2023
23B5501_SF30_Amend002.pdf	PDF	Mar 2, 2023
Atch(1)_PPI_GovtResponses_A02.pdf	PDF	Mar 2, 2023
Atch(2)_Schedule_of_Price_updated.xlsx	XLSX spreadsheet	Mar 2, 2023

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Period 1

SCHEDULE OF INDIFINITE QUANTITY WORK - "A"
EXHIBIT A Price for the Ordering Period 1
Item No	Description	Est. Qty	Unit	Unit Price	Est 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 information of operator or person in charge, equipment to be used (including safety equipment), dates, times, and room etc. and how the job will start and end including all safety precautions.

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

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

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

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

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

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

Concrete and Bituminous Pavement Removal (A006-A012):

a. Break up and remove, by breaking into manageable pieces, plain or reinforced concrete (portland or asphalt). Load, haul and properly dispose waste off Government property. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety related equipment to provide concrete (portland or asphalt) removal.

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

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

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

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

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

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

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

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

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

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

Rubber and Paint Removal (A013-A015):

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

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

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

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

A015 Paint Removal Using Abrasive Method for Hot melt Apprication Type Marking 150mm Wide (Section 32 17 23.00 20) 12.0 LM ¥ -

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 material shall be off Government property.

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

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

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

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

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

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

A016 Excavation - Back-hoe 0.8m3 Without Shoring (Section 31 00 00) 480.0 CM ¥ -

A017 Excavation - Back-hoe 0.45m3 With Shoring (Section 31 00 00) 60.0 CM ¥ -

A018 Excavation - Back-hoe 0.28m3 Without Shoring (Section 31 00 00) 60.0 CM ¥ -

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

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

A021 Backfill with Back-hoe 0.45m3 at Trench (Section 31 00 00, 31 23 00.00 20) 240.0 CM ¥ -

AGGREGATE

Aggregate and Fine Aggregate Base Course (A022-A025):

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 t=20 Additional Gravel (Section 32 11 16.16, 32 11 24) 1,200.0 SM ¥ -

A023 Base Course t=100 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM ¥ -

A024 Base Course t=150 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM ¥ -

A025 Base Course t=200 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM ¥ -

CRACK SEALING AND BITUMINOUS

Bituminous (A026-A029):

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.

A026 Prime Coat PK-3 (Section 32 12 10) 2,400.0 SM ¥ -

A027 Tack Coat PK-4 (Section 32 12 10) 36.0 SM ¥ -

A028 Crack Repair Using Polysulfide Sealer (Section 32 01 19.61) 180.0 LM ¥ -

A029 Asphalt Concrete Paving t=50 (Section 32 12 17) 2,400.0 SM ¥ -

CONCRETE PAVEMENT

Concrete Pavement (A030-A048):

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.

A030 Concrete Form (Section32 13 13.06) 12.0 SM ¥ -

A031 Concrete Paving t=250 (Section32 13 13.06) 30.0 SM ¥ -

A032 Concrete Paving t=380 (Section32 13 13.06) 30.0 SM ¥ -

A033 High Temperature Concrete Paving t=305 (Section32 13 13.43) 39.0 SM ¥ -

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

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

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

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

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

A039 Spall Repairs - High Temperarue Concrete(reinforced) Size: 300 deep (Section 03 01 30.71) 5.0 SM ¥ -

A040 Spall Repairs - High Temperarue Concrete(non-reinforced) Size: 300-375 deep (Section 03 01 30.71) 5.0 SM ¥ -

A041 Contraction/Construction Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 84.0 LM ¥ -

A042 Expansion Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 36.0 LM ¥ -

A043 Expansion Joint with Silicone Sealer in New Pavement (Section 32 01 19) 36.0 LM ¥ -

A044 Joint Resealing for Contraction/Construction Joint Using Polysulfide Sealer 8w x 6d (Section 32 01 19.61) 30,700.0 LM ¥ -

A045 Joint Resealing for Expansion Joint Using Polysulfide Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM ¥ -

A046 Joint Resealing for Expansion Joint Using Silicone Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM ¥ -

A047 Joint Resealing for Contraction/Construction Joint Using Silicone Sealer 10w x 7d (Section 32 01 19.61) 15.0 LM ¥ -

A048 Sodium Silicate Coating on the High Temperature Concrete Pavement (Section32 13 13.43) 40.0 SM ¥ -

PAVEMENT MARKINGS

Pavement Markings(A049-A065):

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

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

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

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

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

A049 Cold Application type - 150 Wide White without Beads (Section 32 17 23.00 20) 9,600.0 LM ¥ -

A050 Cold Application type - 150 Wide White with Beads (Section 32 17 23.00 20) 7,200.0 LM ¥ -

A051 Cold Application type - 150 Wide Yellow without Beads (Section 32 17 23.00 20) 3,600.0 LM ¥ -

A052 Cold Application type - 150 Wide Yellow with Beads (Section 32 17 23.00 20) 36,000.0 LM ¥ -

A053 Cold Application type - 150 Wide Red with Beads (Section 32 17 23.00 20) 48.0 LM ¥ -

A054 Cold Application type - 150 Wide Black without Beads (Section 32 17 23.00 20) 72,000.0 LM ¥ -

A055 Hot Melt Application type - 150 Wide White (Section 32 17 23.00 20) 240.0 LM ¥ -

A056 Hot Melt Application type - 150 Wide Yellow (Section 32 17 23.00 20) 240.0 LM ¥ -

A057 Cold/Hot Melt Application type - White Letters h=300~400 (Section 32 17 23.00 20) 6.0 EA ¥ -

A058 Cold/Hot Melt Application type - White Letters h=500~1000 (Section 32 17 23.00 20) 6.0 EA ¥ -

A059 Cold/Hot Melt Application type - White Letters h=1100~1500 (Section 32 17 23.00 20) 6.0 EA ¥ -

A060 Cold/Hot Melt Application type - White Letters h=1600~2000 (Section 32 17 23.00 20) 12.0 EA ¥ -

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

A062 Hot Melt Application type - White Handicapped Sign (Section 32 17 23.00 20) 1.0 EA ¥ -

A063 Hot Melt Application type - White Bicycle Sign (Section 32 17 23.00 20) 1.0 EA ¥ -

A064 Hot Melt Application type - White Stop Sign (Section 32 17 23.00 20) 6.0 EA ¥ -

A065 Cleaning of 150 Wide Pavement Marking (Section 32 17 23.00 20) 600.0 LM ¥ -

MISCELLANEOUS

Tie-bar and dowel bar (A066-A069)

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 1200 (Sections 32 13 13.06) 12.0 EA ¥ -

A067 Tie Bar or Dowel Bar D29(29 dia.) x 550 (Sections 32 13 13.06) 12.0 EA ¥ -

A068 Tie Bar or Dowel Bar D32(32 dia.) x 550(600) (Sections 32 13 13.06) 12.0 EA ¥ -

A069 Tie Bar or Dowel Bar D38(38 dia.) x 750 (Sections 32 13 13.06) 15.0 EA ¥ -

Reinforcing steel bar (A070)

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

A070 Reinforcing Steel (Sections 32 13 13.06) 3.6 TON ¥ -

Sodding (A071-A073)

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.

A071 Sodding and ground leveling without fertilizing (Section 32 92 23) 240.0 SM ¥ -

A072 Sodding, fertilizing and ground leveling (Section 32 92 23) 2,400.0 SM ¥ -

A073 Sodding, fertilizing and ground leveling (Replace exist soil with new 100 thk D.G.) (Section 32 92 23) 2,400.0 SM ¥ -

NON-PREPRICED MATERIAL, LABOR

ELINs A074 and A075 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.

A074 Non-Prepriced Labor - (Must be negotiated by contracting officer NTE) ¥ 4,800,000

A075	Non-Prepriced Materials - (Must be negotiated by contracting officer NTE)	¥ 32,000,000
	TOTAL (A001 through A075)Not-to Exceed

Abbreviations:

SM = Square Meter

LM = Linear Meter

CM = Cubic Meter

EA = Each

LS = Lump Sum

DY = Days

HR = Hours

Est. Qty = Estimated Quantity

Est Amt = Estimated Amount

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

Airfield IDIQ Contract for Various Projects MCAS Iwakuni, Japan &9CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

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

AIRFIELD IDIQ

Page&P

Period 2

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

DEMOLITION, REMOVAL, AND DISPOSAL

Saw cutting (B001-B005):

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

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

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

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

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

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

Concrete and Bituminous Pavement Removal (B006-B012):

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

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

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

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

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

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

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

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

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

Rubber and Paint Removal (B013-B015):

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

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

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

B015 Paint Removal Using Abrasive Method for Hot melt Apprication Type Marking 150mm Wide (Section 32 17 23.00 20) 12.0 LM ¥ -

EXCAVATION AND GRADING

Excavation, Fill, and Grading (B016-B021)

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

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

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

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) 480.0 CM ¥ -

B017 Excavation - Back-hoe 0.45m3 With Shoring (Section 31 00 00) 60.0 CM ¥ -

B018 Excavation - Back-hoe 0.28m3 Without Shoring (Section 31 00 00) 60.0 CM ¥ -

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

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

B021 Backfill with Back-hoe 0.45m3 at Trench (Section 31 00 00, 31 23 00.00 20) 240.0 CM ¥ -

AGGREGATE

Aggregate and Fine Aggregate Base Course (B022-B025):

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

B022 Grading of Sub base Including t=20 Additional Gravel (Section 32 11 16.16, 32 11 24) 1,200.0 SM ¥ -

B023 Base Course t=100 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM ¥ -

B024 Base Course t=150 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM ¥ -

B025 Base Course t=200 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM ¥ -

CRACK SEALING AND BITUMINOUS

Bituminous (B026-B029):

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.

B026 Prime Coat PK-3 (Section 32 12 10) 2,400.0 SM ¥ -

B027 Tack Coat PK-4 (Section 32 12 10) 36.0 SM ¥ -

B028 Crack Repair Using Polysulfide Sealer (Section 32 01 19.61) 180.0 LM ¥ -

B029 Asphalt Concrete Paving t=50 (Section 32 12 17) 2,400.0 SM ¥ -

CONCRETE PAVEMENT

Concrete Pavement (B030-B048):

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.

B030 Concrete Form (Section32 13 13.06) 12.0 SM ¥ -

B031 Concrete Paving t=250 (Section32 13 13.06) 30.0 SM ¥ -

B032 Concrete Paving t=380 (Section32 13 13.06) 30.0 SM ¥ -

B033 High Temperature Concrete Paving t=305 (Section32 13 13.43) 39.0 SM ¥ -

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

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

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

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

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

B039 Spall Repairs - High Temperarue Concrete(reinforced) Size: 300 deep (Section 03 01 30.71) 5.0 SM ¥ -

B040 Spall Repairs - High Temperarue Concrete(non-reinforced) Size: 300-375 deep (Section 03 01 30.71) 5.0 SM ¥ -

B041 Contraction/Construction Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 84.0 LM ¥ -

B042 Expansion Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 36.0 LM ¥ -

B043 Expansion Joint with Silicone Sealer in New Pavement (Section 32 01 19) 36.0 LM ¥ -

B044 Joint Resealing for Contraction/Construction Joint Using Polysulfide Sealer 8w x 6d (Section 32 01 19.61) 30,700.0 LM ¥ -

B045 Joint Resealing for Expansion Joint Using Polysulfide Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM ¥ -

B046 Joint Resealing for Expansion Joint Using Silicone Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM ¥ -

B047 Joint Resealing for Contraction/Construction Joint Using Silicone Sealer 10w x 7d (Section 32 01 19.61) 15.0 LM ¥ -

B048 Sodium Silicate Coating on the High Temperature Concrete Pavement (Section32 13 13.43) 40.0 SM ¥ -

PAVEMENT MARKINGS

Pavement Markings(B049-B065):

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

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

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

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

B049 Cold Application type - 150 Wide White without Beads (Section 32 17 23.00 20) 9,600.0 LM ¥ -

B050 Cold Application type - 150 Wide White with Beads (Section 32 17 23.00 20) 7,200.0 LM ¥ -

B051 Cold Application type - 150 Wide Yellow without Beads (Section 32 17 23.00 20) 3,600.0 LM ¥ -

B052 Cold Application type - 150 Wide Yellow with Beads (Section 32 17 23.00 20) 36,000.0 LM ¥ -

B053 Cold Application type - 150 Wide Red with Beads (Section 32 17 23.00 20) 48.0 LM ¥ -

B054 Cold Application type - 150 Wide Black without Beads (Section 32 17 23.00 20) 72,000.0 LM ¥ -

B055 Hot Melt Application type - 150 Wide White (Section 32 17 23.00 20) 240.0 LM ¥ -

B056 Hot Melt Application type - 150 Wide Yellow (Section 32 17 23.00 20) 240.0 LM ¥ -

B057 Cold/Hot Melt Application type - White Letters h=300~400 (Section 32 17 23.00 20) 6.0 EA ¥ -

B058 Cold/Hot Melt Application type - White Letters h=500~1000 (Section 32 17 23.00 20) 6.0 EA ¥ -

B059 Cold/Hot Melt Application type - White Letters h=1100~1500 (Section 32 17 23.00 20) 6.0 EA ¥ -

B060 Cold/Hot Melt Application type - White Letters h=1600~2000 (Section 32 17 23.00 20) 12.0 EA ¥ -

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

B062 Hot Melt Application type - White Handicapped Sign (Section 32 17 23.00 20) 1.0 EA ¥ -

B063 Hot Melt Application type - White Bicycle Sign (Section 32 17 23.00 20) 1.0 EA ¥ -

B064 Hot Melt Application type - White Stop Sign (Section 32 17 23.00 20) 6.0 EA ¥ -

B065 Cleaning of 150 Wide Pavement Marking (Section 32 17 23.00 20) 600.0 LM ¥ -

MISCELLANEOUS

Tie-bar and dowel bar (A066-A069)

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 1200 (Sections 32 13 13.06) 12.0 EA ¥ -

B067 Tie Bar or Dowel Bar D29(29 dia.) x 550 (Sections 32 13 13.06) 12.0 EA ¥ -

B068 Tie Bar or Dowel Bar D32(32 dia.) x 550(600) (Sections 32 13 13.06) 12.0 EA ¥ -

B069 Tie Bar or Dowel Bar D38(38 dia.) x 750 (Sections 32 13 13.06) 15.0 EA ¥ -

Reinforcing steel bar (B070)

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

B070 Reinforcing Steel (Sections 32 13 13.06) 3.6 TON ¥ -

Sodding (B071-B073)

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.

B071 Sodding and ground leveling without fertilizing (Section 32 92 23) 240.0 SM ¥ -

B072 Sodding, fertilizing and ground leveling (Section 32 92 23) 2,400.0 SM ¥ -

B073 Sodding, fertilizing and ground leveling (Replace exist soil with new 100 thk D.G.) (Section 32 92 23) 2,400.0 SM ¥ -

NON-PREPRICED MATERIAL, LABOR

ELINs B074 and B075 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.

B074 Non-Prepriced Labor - (Must be negotiated by contracting officer NTE) ¥ 4,800,000

B075	Non-Prepriced Materials - (Must be negotiated by contracting officer NTE)	¥ 32,000,000
	TOTAL (B001 through B075)Not-to Exceed

Abbreviations:

SM = Square Meter

LM = Linear Meter

CM = Cubic Meter

EA = Each

LS = Lump Sum

DY = Days

HR = Hours

Est. Qty = Estimated Quantity

Est Amt = Estimated Amount

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

Airfield IDIQ Contract for Various Projects MCAS Iwakuni, Japan &9CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

&9CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Page&P

Period 3

SCHEDULE OF INDIFINITE QUANTITY WORK - "C"
EXHIBIT C Price for the Ordering Period 3
Item No	Description	Est. Qty	Unit	Unit Price	Est Amt Total (YEN)

DEMOLITION, REMOVAL, AND DISPOSAL

Saw cutting (C001-C005):

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

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

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

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

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

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

Concrete and Bituminous Pavement Removal (C006-C012):

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

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

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

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

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

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

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

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

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

Rubber and Paint Removal (C013-C015):

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

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

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

C015 Paint Removal Using Abrasive Method for Hot melt Apprication Type Marking 150mm Wide (Section 32 17 23.00 20) 12.0 LM ¥ -

EXCAVATION AND GRADING

Excavation, Fill, and Grading (C016-C021)

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

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

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

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) 480.0 CM ¥ -

C017 Excavation - Back-hoe 0.45m3 With Shoring (Section 31 00 00) 60.0 CM ¥ -

C018 Excavation - Back-hoe 0.28m3 Without Shoring (Section 31 00 00) 60.0 CM ¥ -

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

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

C021 Backfill with Back-hoe 0.45m3 at Trench (Section 31 00 00, 31 23 00.00 20) 240.0 CM ¥ -

AGGREGATE

Aggregate and Fine Aggregate Base Course (C022-C025):

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

C022 Grading of Sub base Including t=20 Additional Gravel (Section 32 11 16.16, 32 11 24) 1,200.0 SM ¥ -

C023 Base Course t=100 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM ¥ -

C024 Base Course t=150 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM ¥ -

C025 Base Course t=200 M-30~40 (Section 32 11 16.16, 32 11 24) 600.0 SM ¥ -

CRACK SEALING AND BITUMINOUS

Bituminous (C026-C029):

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.

C026 Prime Coat PK-3 (Section 32 12 10) 2,400.0 SM ¥ -

C027 Tack Coat PK-4 (Section 32 12 10) 36.0 SM ¥ -

C028 Crack Repair Using Polysulfide Sealer (Section 32 01 19.61) 180.0 LM ¥ -

C029 Asphalt Concrete Paving t=50 (Section 32 12 17) 2,400.0 SM ¥ -

CONCRETE PAVEMENT

Concrete Pavement (C030-C048):

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.

C030 Concrete Form (Section32 13 13.06) 12.0 SM ¥ -

C031 Concrete Paving t=250 (Section32 13 13.06) 30.0 SM ¥ -

C032 Concrete Paving t=380 (Section32 13 13.06) 30.0 SM ¥ -

C033 High Temperature Concrete Paving t=305 (Section32 13 13.43) 39.0 SM ¥ -

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

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

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

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

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

C039 Spall Repairs - High Temperarue Concrete(reinforced) Size: 300 deep (Section 03 01 30.71) 5.0 SM ¥ -

C040 Spall Repairs - High Temperarue Concrete(non-reinforced) Size: 300-375 deep (Section 03 01 30.71) 5.0 SM ¥ -

C041 Contraction/Construction Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 84.0 LM ¥ -

C042 Expansion Joint with Polysulfide Sealer in New Pavement (Section 32 01 19) 36.0 LM ¥ -

C043 Expansion Joint with Silicone Sealer in New Pavement (Section 32 01 19) 36.0 LM ¥ -

C044 Joint Resealing for Contraction/Construction Joint Using Polysulfide Sealer 8w x 6d (Section 32 01 19.61) 30,700.0 LM ¥ -

C045 Joint Resealing for Expansion Joint Using Polysulfide Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM ¥ -

C046 Joint Resealing for Expansion Joint Using Silicone Sealer 35w x 12d (Section 32 01 19.61) 1,050.0 LM ¥ -

C047 Joint Resealing for Contraction/Construction Joint Using Silicone Sealer 10w x 7d (Section 32 01 19.61) 15.0 LM ¥ -

C048 Sodium Silicate Coating on the High Temperature Concrete Pavement (Section32 13 13.43) 40.0 SM ¥ -

PAVEMENT MARKINGS

Pavement Markings(C049-C065):

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

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

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

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

C049 Cold Application type - 150 Wide White without Beads (Section 32 17 23.00 20) 9,600.0 LM ¥ -

C050 Cold Application type - 150 Wide White with Beads (Section 32 17 23.00 20) 7,200.0 LM ¥ -

C051 Cold Application type - 150 Wide Yellow without Beads (Section 32 17 23.00 20) 3,600.0 LM ¥ -

C052 Cold Application type - 150 Wide Yellow with Beads (Section 32 17 23.00 20) 36,000.0 LM ¥ -

C053 Cold Application type - 150 Wide Red with Beads (Section 32 17 23.00 20) 48.0 LM ¥ -

C054 Cold Application type - 150 Wide Black without Beads (Section 32 17 23.00 20) 72,000.0 LM ¥ -

C055 Hot Melt Application type - 150 Wide White (Section 32 17 23.00 20) 240.0 LM ¥ -

C056 Hot Melt Application type - 150 Wide Yellow (Section 32 17 23.00 20) 240.0 LM ¥ -

C057 Cold/Hot Melt Application type - White Letters h=300~400 (Section 32 17 23.00 20) 6.0 EA ¥ -

C058 Cold/Hot Melt Application type - White Letters h=500~1000 (Section 32 17 23.00 20) 6.0 EA ¥ -

C059 Cold/Hot Melt Application type - White Letters h=1100~1500 (Section 32 17 23.00 20) 6.0 EA ¥ -

C060 Cold/Hot Melt Application type - White Letters h=1600~2000 (Section 32 17 23.00 20) 12.0 EA ¥ -

C061 Hot Melt Application type - White Arrow (Section 32 17 23.00 20) 1.0 EA ¥ -

C062 Hot Melt Application type - White Handicapped Sign (Section 32 17 23.00 20) 1.0 EA ¥ -

C063 Hot Melt Application type - White Bicycle Sign (Section 32 17 23.00 20) 1.0 EA ¥ -

C064 Hot Melt Application type - White Stop Sign (Section 32 17 23.00 20) 6.0 EA ¥ -

C065 Cleaning of 150 Wide Pavement Marking (Section 32 17 23.00 20) 600.0 LM ¥ -

MISCELLANEOUS

Tie-bar and dowel bar (A066-A069)

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)

C066 Tie Bar D22 x 1200 (Sections 32 13 13.06) 12.0 EA ¥ -

C067 Tie Bar or Dowel Bar D29(29 dia.) x 550 (Sections 32 13 13.06) 12.0 EA ¥ -

C068 Tie Bar or Dowel Bar D32(32 dia.) x 550(600) (Sections 32 13 13.06) 12.0 EA ¥ -

C069 Tie Bar or Dowel Bar D38(38 dia.) x 750 (Sections 32 13 13.06) 15.0 EA ¥ -

Reinforcing steel bar (C070)

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

C070 Reinforcing Steel (Sections 32 13 13.06) 3.6 TON ¥ -

Sodding (C071-C073)

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.

C071 Sodding and ground leveling without fertilizing (Section 32 92 23) 240.0 SM ¥ -

C072 Sodding, fertilizing and ground leveling (Section 32 92 23) 2,400.0 SM ¥ -

C073 Sodding, fertilizing and ground leveling (Replace exist soil with new 100 thk D.G.) (Section 32 92 23) 2,400.0 SM ¥ -

NON-PREPRICED MATERIAL, LABOR

ELINs C074 and C075 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.

C074 Non-Prepriced Labor - (Must be negotiated by contracting officer NTE) ¥ 4,800,000

C075	Non-Prepriced Materials - (Must be negotiated by contracting officer NTE)	¥ 32,000,000
	TOTAL (C001 through C075)Not-to Exceed

Abbreviations:

SM = Square Meter

LM = Linear Meter

CM = Cubic Meter

EA = Each

LS = Lump Sum

DY = Days

HR = Hours

Est. Qty = Estimated Quantity

Est Amt = Estimated Amount

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

Airfield IDIQ Contract for Various Projects MCAS Iwakuni, Japan &9CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

&9 CUI//FEDCON [when filled in] Source Selection Information--See FAR 2.101 and 3.104 [when filled in]

Page&P

Period 4

SCHEDULE OF INDIFINITE QUANTITY WORK - "D"
EXHIBIT D Price for the Ordering Period 4
Item No	Description	Est. Qty	Unit	Unit Price	Est Amt Total (YEN)

DEMOLITION, REMOVAL, AND DISPOSAL

Saw cutting (D001-D005):

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

D001 Sawcutting of Asphalt Pavement t=50~100 (Section 02 41 00) 240.0 LM ¥ -

D002 Sawcutting of Concrete Pavement t=100 (Section 02 41 00) 60.0 LM ¥ -

D003 Sawcutting of Concrete Pavement t=101~250 (Section 02 41 00) 60.0 LM ¥ -

D004 Sawcutting of Concrete Pavement t=251~350 (Section 02 41 00) 60.0 LM ¥ -

D005 Sawcutting of Concrete Pavement t=351~400 (Section 02 41 00) 120.0 LM ¥ -

Concrete and Bituminous Pavement Removal (D006-D012):

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.

D006 Asphalt Pavement Removal t=50 (Section 02 41 00) 2,280.0 SM ¥ -

D007 Asphalt Pavement Removal t=100 (Section 02 41 00) 120.0 SM ¥ -

D008 Plain Concrete Pavement Removal t=100 (Section 02 41 00) 12.0 SM ¥ -

D009 Plain Concrete Pavement Removal t=101~250 (Section 02 41 00) 12.0 SM ¥ -

D010 Plain Concrete Pavement Removal t=251~350 (Section 02 41 00) 12.0 SM ¥ -

D011 Plain Concrete Pavement Removal t=351~400 (Section 02 41 00) 12.0 SM ¥ -

D012 Reinforced Concrete Pavement Removal t=300~380 (Section 02 41 00) 36.0 SM ¥ -

Rubber and Paint Removal (D013-D015):

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

D013 Runway Skid Rubber Removal (Section 32 01 11.51) 26,400.0 SM ¥ -

D014 Paint Removal Using Water Blasting for Cold Application Marking 150mm Wide (Section 32 01 11.51) 600.0 LM ¥ -

D015 Paint Removal Using Abrasive Method for Hot melt Apprication Type Marking 150mm Wide (Section 32 17 23.00 20) 12.0 LM ¥ -

EXCAVATION AND GRADING

Excavation, Fill, and Grading (D016-D021)

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

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

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

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 2, 2023.