ATT_(6)_ELINs_13R0007_REV_30JUL.pdf

PDF 310 KB Posted Jul 30, 2013

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

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Attachment (6) Schedule of Indefinite Quantity Work revised 30 July 2013.

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File	Type	Posted
Amend_0005__13R0007.pdf	PDF	Aug 1, 2013
Amend_0002_13R0007_17JUL13.pdf	PDF	Jul 30, 2013
Rev_Seed_Sched_13R0007.xls	XLS spreadsheet	Jul 30, 2013
N40084-13-R-0007_Amendment_0001.pdf	PDF	Jul 30, 2013
SOL_ELINs_13R0007.xls	XLS spreadsheet	Jul 30, 2013
ATT2-8_13R00007.pdf	PDF	Jul 30, 2013
_SF1442FINAL_APP_13R0007.pdf	PDF	Jul 30, 2013
ATT(1)_Drawings_13R0007.pdf	PDF	Jul 30, 2013
ATT(1)_Specs__13R0007.pdf	PDF	Jul 30, 2013
Amend_0004_13R0007.pdf	PDF	Jul 30, 2013
Amend0003_13R0007.pdf	PDF	Jul 30, 2013
ATT(1)_Specs__13R0007_REv_30_JUL_32_12_15(2pg).pdf	PDF	Jul 30, 2013

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SCHEDULE OF INDEFINITE QUANTITY WORK "A"

EXHIBIT A PRICE FOR THE BASED PERIOD

ITEM

NO.

SPEC

SECTION

DRAWING

NO.

PRODUCT

NAME DESCRIPTION EST QTY

UNIT

ISSU

UNIT PRICE

(IN YEN)

EST AMOUNT

TOTAL (IN

YEN)

A001 31 00 00 -

Cutting, Removal and Disposal of Hard Materials

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

160 CZ ¥ ¥

A002 31 00 00 -

Cutting, Removal and Disposal of Soft Materials

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

800 CZ ¥ ¥

A003 02 41 00.00 20 -

Removal and Disposal of Traffic Sign

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

Surface restoration is included.

3 EA ¥ ¥

A004 02 41 00.00 20 -

Removal and Disposal of Night Flash Rivet on Road

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

A005 32 01 16.17 -

Shaving Work for 3cm thk AC Pavement

Shaving Depth Is 3- Centimeter:

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

Including disposal of removed materials.

1,000 SM ¥ ¥

A006 32 01 16.17 -

Shaving Work for 5cm thk AC Pavement

Shaving Depth Is 5- Centimeter:

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

Including disposal of removed materials.

1,000 SM ¥ ¥

A007 32 01 16.17 -

Shaving Work for 5cm thk AC Pavement

Shaving Depth Is 5- Centimeter:

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

1,000 SM ¥ ¥

A008 03 30 00 - Ready Mixed Concrete

JIS A 5308 400 CZ ¥ ¥

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

Attachment (6), REVISED: 30 JUL 2013

No. of Pages: 66

RFP N40084-13-R-0007

TITLE: Paving for Various U.S. Government Activities, Okinawa, Japan

Sheena.Hess Typewritten Text

A011 03 30 00 Formwork for Leveling Concrete

240 SM ¥ ¥

A012 03 30 00 C-5

Precast Concrete Curbs: 120mm

(W) X 120mm (H)

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

A013 03 30 00 C-2

Precast Concrete Curbs: 150mm

(W) X 200mm (H)

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

320 MR ¥ ¥

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

300-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

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

450-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

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

500-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

A017 31 23 00.00 20 - Excavation 640 CZ ¥ ¥

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

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

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

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

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

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

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

A025 32 12 17 C-1

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

JIS A 5001, C-40 or RC-

10,000 CZ ¥ ¥

A026 32 12 17 C-1/C-4

Base Course for Asphaltic Concrete Pavement

JIS A 5001, M-40 or RM-

10,000 CZ ¥ ¥

A027 32 12 17 C-1 Hot Mixed Asphalt Paving

JIS K 2207 6,000 TN ¥ ¥

A028 32 12 17 C-1

Hot Mixed Asphalt Paving on Existing Concrete Paving

JIS K 2207

2,000 TN ¥ ¥

A029 32 12 17 C-1

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

JIS K 2207

3,000 TN ¥ ¥

A030 32 13 13.06 C-4

Ready Mixed Concrete Sidewalk Paving

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

300 SM ¥ ¥

A031 32 13 13.06 C-4

Contraction Joint for Ready Mixed Concrete Sidewalk Paving

800 MR ¥ ¥

A032 32 13 13.06 C-4

Expansion Joint for Ready Mixed Concrete Sidewalk Paving

400 SM ¥ ¥

A033 32 13 13.06 C-1

Adjusting Work for Concrete Structure

Raising or lowering Concrete Construction/Structure:

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

32 CZ ¥ ¥

A034 32 16 15 C-5 Concrete Block Paver

Traffic road 800 SM ¥ ¥

A035 32 17 23.00 20 -

Erasing Work of Road Marking:

15-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 15-centimeter.

400 MR ¥ ¥

A036 32 17 23.00 20 -

Erasing Work of Road Marking:

30-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 30-centimeter.

8 MR ¥ ¥

A037 32 17 23.00 20 -

Erasing Work of Road Marking:

45-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 45-centimeter.

16 MR ¥ ¥

A038 32 17 23.00 20 C-2 Road Painting:

10-centimeter

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

40 MR ¥ ¥

A039 32 17 23.00 20 C-2 Road Painting:

15-centimeter

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

800 MR ¥ ¥

A040 32 17 23.00 20 C-2 Road Painting:

30-centimeter

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

240 MR ¥ ¥

A041 32 17 23.00 20 C-2 Road Painting:

45-centimeter

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

160 MR ¥ ¥

A042 32 17 23.00 20 C-2

Road Painting, Including Speed Hump Painting:

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

A043 32 17 23.00 20 C-3

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

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

A044 32 17 23.00 20 C-3

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

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

A045 32 17 23.00 20 C-3

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

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

A046 32 17 23.00 20 C-3

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

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

A047 32 17 23.00 20 C-3

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

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

A048 32 17 23.00 20 C-3

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

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

A049 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road:

DIAMOND

Mark

DIAMOND Mark:

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

A050 32 17 23.00 20 C-3

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

NO "U" TURN Marking:

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

A051 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road:

International Handicapped Marking

International Handicapped Marking:

White (JIS K 5665, TYPE 3-1) 1 EA ¥ ¥

A052 32 17 23.00 20 C-3

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

Speed Limit "40" Marking:

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

A053 32 17 23.00 20 C-3

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

Speed Limit "30" Marking:

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

A054 32 17 23.00 20 C-3

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

Speed Limit "20" Marking:

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

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

"STOP"

Large Size "STOP":

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

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

Letter on Road:

"NO

PARKING"

Large Size "NO

PARKING":

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

A057 32 17 23.00 20 C-3

Painting Work of Letter on Road:

10cm width white large letter

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

White (JIS K 5665, TYPE 3-1)

8 MR ¥ ¥

A058 32 17 23.00 20 C-3

Painting Work of Letter on Road:

15 cm width white large letter

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

White (JIS K 5665, TYPE 3-1)

20 MR ¥ ¥

A059 32 17 23.00 20 C-3

Painting Work of Letter on Road:

15cm width yellow large letter

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

Yellow (JIS K 5665, TYPE 3-1)

20 MR ¥ ¥

A060 32 17 23.00 20 C-3

Painting Work of Letter on Road:

White small letter

Small Size Lettering:

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

17134708.

20 EA ¥ ¥

A061 32 17 23.00 20 C-3

Painting Work of Letter on Road:

Yellow small letter

Small Size Lettering:

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

A062 32 17 23.00 20 C-4

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

Lettering

Lettering for Parking Identification: White (JIS K 5660)

60 EA ¥ ¥

A063 32 17 23.00 20 C-4

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

Back ground painting

Back Ground Painting for Parking Identification:

Dark Blue (JIS K 5660)

60 SM ¥ ¥

A064 32 92 23 C-7 Providing Sod with Topsoil

"Noshiba" 20 SM ¥ ¥

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

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

A067 33 96 00 - Transplanting and Stakes

25cm Trunc around <40cm 12 EA ¥ ¥

A068 33 96 00 - Transplanting and Stakes

40cm Trunc around <60cm 12 EA ¥ ¥

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

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

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

Grating Cover and Frames shall be Hot Dipped Galvanized.

40 SM ¥ ¥

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

Grating Cover and Frames shall be Hot Dipped Galvanized.

30 SM ¥ ¥

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

Grating Cover and Frames shall be Hot Dipped Galvanized.

20 SM ¥ ¥

A074 33 40 00 C-7 Precast Concrete Manhole

JSWAS A-11

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

2 EA ¥ ¥

A075 33 40 00 C-7 Precast Concrete Manhole

JIS K 5372

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

2 EA ¥ ¥

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

2 EA ¥ ¥

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

2 EA ¥ ¥

A078 33 40 00 C-7 Precast Concrete Ditch

Excluding grating covers 400 MR ¥ ¥

A079 33 40 00 C-7 Concrete Open Ditch

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

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

A089 34 71 00 C-5

Providing Work of New Concrete Vehicle Bumper

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

A090 34 71 00 C-5

Reinstallation Work of Existing Vehicle Bumper

Reuse Existing Vehicle Bumper:

2 EA ¥ ¥

A091 34 71 00 C-4

Providing Work of Reflector on Road Center Line

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

2 EA ¥ ¥

A092 34 71 00 C-5

Providing Work of Night Flash Rivet on Road

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

6 EA ¥ ¥

A093 34 71 00 C-5

Providing Work of Imitated Granite Curb:

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

Imitated Granite Curb:

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

6 MR ¥ ¥

A094 34 71 00 C-5

Providing Work of Imitated Granite Curb:

120mm (W) X 120mm (H)

Imitated Granite Curb:

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

6 MR ¥ ¥

A095 34 71 00 C-2

Providing Work of Speed Hump on Existing Paving

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

20 MR ¥ ¥

A096 34 71 00 C-6

Providing Work of Regulatory Sign: NO

PARKING

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

1 EA ¥ ¥

A097 34 71 00 C-6

Providing Work of Regulatory Sign: NO

STOPPING

AND NO

PARKING

1 EA ¥ ¥

A098 34 71 00 C-6

Providing Work of Regulatory Sign: Speed Limit

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

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

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

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

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

1 EA ¥ ¥

A100 34 71 00 C-6

Providing Work of Regulatory Sign:

Maxumum Width

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

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

1 EA ¥ ¥

A101 34 71 00 C-6

Providing Work of Regulatory Sign: Weight Limit

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

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

shall be used. Subline Item for tr

1 EA ¥ ¥

A102 34 71 00 C-6

Providing Work of Regulatory Sign: SOUND

A HORN

1 EA ¥ ¥

A103 34 71 00 C-6

Providing Work of Regulatory Sign: ONE

WAY TRAFFIC

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

CLOSED FOR

VEHICLE

1 EA ¥ ¥

A105 34 71 00 C-6

Providing Work of Regulatory Sign: ROAD

CLOSED (ALL

TRAFFIC)

1 EA ¥ ¥

A106 34 71 00 C-6

Providing Work of Regulatory Sign: NO

ENTRY FOR

VEHICLES

1 EA ¥ ¥

A107 34 71 00 C-6

Providing Work of Regulatory Sign: STOP

1 EA ¥ ¥

A108 34 71 00 C-6

Providing Work of Regulatory Sign:

PROCEED

SLOWLY

1 EA ¥ ¥

A109 34 71 00 C-6

Providing Work of Regulatory Sign: NO "U"

TURN

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

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

OVERTAKING

1 EA ¥ ¥

A111 34 71 00 C-6

Providing Work of Regulatory Sign: NO

RIGHT TURN

1 EA ¥ ¥

A112 34 71 00 C-6

Providing Work of Regulatory Sign:

THROUGH

TRAFFIC

ONLY

1 EA ¥ ¥

A113 34 71 00 C-6

Providing Work of Regulatory Sign: LEFT

TURN ONLY

1 EA ¥ ¥

A114 34 71 00 C-6

Providing Work of Regulatory Sign: LEFT OR

THROUGH

TRAFFIC

ONLY

1 EA ¥ ¥

A115 34 71 00 C-6

Providing Work of Regulatory Sign: RIGHT

AND LEFT

TURNS ONLY

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

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

PEDESTRIAN

CROSSING

1 EA ¥ ¥

A117 34 71 00 C-6

Providing Work of Regulatory Sign: ROAD

CLOSED FOR

PEDESTRIAN

1 EA ¥ ¥

A118 34 71 00 C-6

Providing Work of Indication Sign:

PEDESTRIAN

CROSSING

(TYPE-A)

1 EA ¥ ¥

A119 34 71 00 C-6

Providing Work of Indication Sign:

PEDESTRIAN

CROSSING

(TYPE-B)

1 EA ¥ ¥

A120 34 71 00 C-6

Providing Work of Guide Sign:

PARKING

AREA

1 EA ¥ ¥

A121 34 71 00 C-6

Providing Work of Guide Sign:

DETOUR

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

A122 34 71 00 C-6 of Warning Sign:

UNDER

CONSTRUCTI

1 EA ¥ ¥

A123 34 71 00 C-6

Providing Work of Warning Sign:

FALLING OR

FALLEN

ROCKS

1 EA ¥ ¥

A124 34 71 00 C-6

Providing Work of Warning Sign:

SLIPPERY

ROAD

1 EA ¥ ¥

A125 34 71 00 C-6

Providing Work of Warning Sign:

SCHOOL

ADVANCE

1 EA ¥ ¥

A126 34 71 00 C-6

Providing Work of Traffic sign post with concrete foundation

1 EA ¥ ¥

A127 34 71 00 C-7

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

200 MR ¥ ¥

A128 - -

Time, Material, Equipment and Subcontractor Work

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

GR ¥ ¥

A129 32 13 13.03 C-9

New PCC Pavement

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

1 CZ ¥ ¥

A130 32 13 13.03 C-9 New Reinforced PCC Pavement

Construct new PCC pavement with reinforced concrete.

1 CZ ¥ ¥

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

Repair existing PCC pavement using high early strength concrete.

2 CZ ¥ ¥

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

Replace existing PCC slab with plain concrete

(PC).

40 CZ ¥ ¥

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

Replace existing PCC slab with reinforced concrete (RC).

80 CZ ¥ ¥

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

A135 32 13 13.03 C-14

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

80 MR ¥ ¥

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

152 MR ¥ ¥

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

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

114 SM ¥ ¥

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

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

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

Mill existing and overlay 100mm thick AC pavement.

144 SM ¥ ¥

A140 32 13 13.03 -

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

12 SM ¥ ¥

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

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

800 SM ¥ ¥

A143 32 01 19.16 C-

10,11,12,13,1

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

A144 32 01 28 C-18 Partial Depth Spall Repair

Provide partial depth spall repair for existing PCC pavements.

4 CZ ¥ ¥

A145 32 01 28 C-19 Full Depth Spall Repair

Provide full depth spall repair for existing PCC pavements.

1 CZ ¥ ¥

AIRFIELD LINE ITEMS

Sheena.Hess Typewritten Text Attachment (6)

REV: 30 JUL 2013

Sheena.Hess Typewritten Text

RFP N40084-13-R-0007

Sheena.Hess Typewritten Text

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

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

A147 32 17 24.00 10 C-21 New Pavement Markings

Provide pavement markings to include new paint and beads.

1,600 SM ¥ ¥

A148 02 41 00 - Pavement Marking Removal

Remove existing pavement markings as required.

1,600 SM ¥ ¥

TOTAL AMOUNT OF LINE ITEMS - A001 THROUGH A148 ¥

SCHEDULE OF INDEFINITIE QUANTITY WORK "B"

EXHIBIT B PRICE FOR THE FIRST OPTION PERIOD

ITEM

NO.

SPEC

SECTION

DRAWING

NO.

PRODUCT

NAME DESCRIPTION EST QTY

UNIT

ISSU

UNIT PRICE

(IN YEN)

EST AMOUNT

TOTAL (IN

YEN)

B001 31 00 00 -

Cutting, Removal and Disposal of Hard Materials

160 CZ ¥ ¥

B002 31 00 00 -

Cutting, Removal and Disposal of Soft Materials

800 CZ ¥ ¥

B003 02 41 00.00 20 -

Removal and Disposal of Traffic Sign

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

Surface restoration is included.

3 EA ¥ ¥

B004 02 41 00.00 20 -

Removal and Disposal of Night Flash Rivet on Road

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

B005 32 01 16.17 -

Shaving Work for 3cm thk AC Pavement

Shaving Depth Is 3- Centimeter:

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

Including disposal of removed materials.

1,000 SM ¥ ¥

B006 32 01 16.17 -

Shaving Work for 5cm thk AC Pavement

Shaving Depth Is 5- Centimeter:

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

Including disposal of removed materials.

1,000 SM ¥ ¥

B007 32 01 16.17 -

Shaving Work for 5cm thk AC Pavement

Shaving Depth Is 5- Centimeter:

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

1,000 SM ¥ ¥

B008 03 30 00 - Ready Mixed Concrete

JIS A 5308 400 CZ ¥ ¥

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

B011 03 30 00 Formwork for Leveling Concrete

240 SM ¥ ¥

B012 03 30 00 C-5

Precast Concrete Curbs: 120mm

(W) X 120mm (H)

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

B013 03 30 00 C-2

Precast Concrete Curbs: 150mm

(W) X 200mm (H)

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

320 MR ¥ ¥

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

300-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

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

450-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

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

500-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

B017 31 23 00.00 20 - Excavation 640 CZ ¥ ¥

B018 31 23 00.00 20 - Rock Excavation

160 CZ ¥ ¥

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

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

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

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

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

B025 32 12 17 C-1

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

JIS A 5001, C-40 or RC-

10,000 CZ ¥ ¥

B026 32 12 17 C-1/C-4

Base Course for Asphaltic Concrete Pavement

JIS A 5001, M-40 or RM-

10,000 CZ ¥ ¥

B027 32 12 17 C-1 Hot Mixed Asphalt Paving

JIS K 2207 6,000 TN ¥ ¥

B028 32 12 17 C-1

Hot Mixed Asphalt Paving on Existing Concrete Paving

JIS K 2207

2,000 TN ¥ ¥

B029 32 12 17 C-1

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

JIS K 2207

3,000 TN ¥ ¥

B030 32 13 13.06 C-4

Ready Mixed Concrete Sidewalk Paving

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

300 SM ¥ ¥

B031 32 13 13.06 C-4

Contraction Joint for Ready Mixed Concrete Sidewalk Paving

800 MR ¥ ¥

B032 32 13 13.06 C-4

Expansion Joint for Ready Mixed Concrete Sidewalk Paving

400 SM ¥ ¥

B033 32 13 13.06 C-1

Adjusting Work for Concrete Structure

Raising or lowering Concrete Construction/Structure:

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

32 CZ ¥ ¥

B034 32 16 15 C-5 Concrete Block Paver

Traffic road 800 SM ¥ ¥

B035 32 17 23.00 20 -

Erasing Work of Road Marking:

15-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 15-centimeter.

400 MR ¥ ¥

B036 32 17 23.00 20 -

Erasing Work of Road Marking:

30-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 30-centimeter.

8 MR ¥ ¥

B037 32 17 23.00 20 -

Erasing Work of Road Marking:

45-centimeter

Erasing Painted Marking by Mechanical Eraser:

Width of painted marking is 45-centimeter.

16 MR ¥ ¥

B038 32 17 23.00 20 C-2 Road Painting:

10-centimeter

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

40 MR ¥ ¥

B039 32 17 23.00 20 C-2 Road Painting:

15-centimeter

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

800 MR ¥ ¥

B040 32 17 23.00 20 C-2 Road Painting:

30-centimeter

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

240 MR ¥ ¥

B041 32 17 23.00 20 C-2 Road Painting:

45-centimeter

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

160 MR ¥ ¥

B042 32 17 23.00 20 C-2

Road Painting, Including Speed Hump Painting:

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

B043 32 17 23.00 20 C-3

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

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

B044 32 17 23.00 20 C-3

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

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

B045 32 17 23.00 20 C-3

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

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

B046 32 17 23.00 20 C-3

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

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

B047 32 17 23.00 20 C-3

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

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

B048 32 17 23.00 20 C-3

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

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

B049 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road:

DIAMOND

Mark

DIAMOND Mark:

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

B050 32 17 23.00 20 C-3

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

NO "U" TURN Marking:

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

B051 32 17 23.00 20 C-3

Painting Work of Traffic and Arrow Mark on Road:

International Handicapped Marking

International Handicapped Marking:

B052 32 17 23.00 20 C-3

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

Speed Limit "40" Marking:

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

B053 32 17 23.00 20 C-3

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

Speed Limit "30" Marking:

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

B054 32 17 23.00 20 C-3

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

Speed Limit "20" Marking:

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

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

"STOP"

Large Size "STOP":

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

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

Painting Work of Letter on Road:

"NO

PARKING"

Large Size "NO

PARKING":

White (JIS K 5665, TYPE 3-1)

1 EA ¥ ¥

B057 32 17 23.00 20 C-3

Painting Work of Letter on Road:

10cm width white large letter

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

White (JIS K 5665, TYPE 3-1)

8 MR ¥ ¥

B058 32 17 23.00 20 C-3

Painting Work of Letter on Road:

15 cm width white large letter

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

White (JIS K 5665, TYPE 3-1)

20 MR ¥ ¥

B059 32 17 23.00 20 C-3

Painting Work of Letter on Road:

15cm width yellow large letter

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

Yellow (JIS K 5665, TYPE 3-1)

20 MR ¥ ¥

B060 32 17 23.00 20 C-3

Painting Work of Letter on Road:

White small letter

Small Size Lettering:

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

17134708.

20 EA ¥ ¥

B061 32 17 23.00 20 C-3

Painting Work of Letter on Road:

Yellow small letter

Small Size Lettering:

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

B062 32 17 23.00 20 C-4

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

Lettering

Lettering for Parking Identification: White (JIS K 5660)

60 EA ¥ ¥

B063 32 17 23.00 20 C-4

Parking Identification on Concrete Curb or Vehicle Bumper:

Back ground painting

Back Ground Painting for Parking Identification:

Dark Blue (JIS K 5660)

60 SM ¥ ¥

B064 32 92 23 C-7 Providing Sod with Topsoil

"Noshiba" 20 SM ¥ ¥

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

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

B067 33 96 00 - Transplanting and Stakes

25cm Trunc around <40cm 12 EA ¥ ¥

B068 33 96 00 - Transplanting and Stakes

40cm Trunc around <60cm 12 EA ¥ ¥

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

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

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

Grating Cover and Frames shall be Hot Dipped Galvanized.

40 SM ¥ ¥

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

Grating Cover and Frames shall be Hot Dipped Galvanized.

30 SM ¥ ¥

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

Grating Cover and Frames shall be Hot Dipped Galvanized.

20 SM ¥ ¥

B074 33 40 00 C-7 Precast Concrete Manhole

JSWAS A-11

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

2 EA ¥ ¥

B075 33 40 00 C-7 Precast Concrete Manhole

JIS K 5372

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

2 EA ¥ ¥

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

2 EA ¥ ¥

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

2 EA ¥ ¥

B078 33 40 00 C-7 Precast Concrete Ditch

Excluding grating covers 400 MR ¥ ¥

B079 33 40 00 C-7 Concrete Open Ditch

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

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

JSWAS K-1 or JIS K

6741 200 MR ¥ ¥

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

B089 34 71 00 C-5

Providing Work of New Concrete Vehicle Bumper

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

B090 34 71 00 C-5

Reinstallation Work of Existing Vehicle Bumper

Reuse Existing Vehicle Bumper:

2 EA ¥ ¥

B091 34 71 00 C-4

Providing Work of Reflector on Road Center Line

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

2 EA ¥ ¥

B092 34 71 00 C-5

Providing Work of Night Flash Rivet on Road

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

6 EA ¥ ¥

B093 34 71 00 C-5

Providing Work of Imitated Granite Curb:

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

Imitated Granite Curb:

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

6 MR ¥ ¥

B094 34 71 00 C-5

Providing Work of Imitated Granite Curb:

120mm (W) X 120mm (H)

Imitated Granite Curb:

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

6 MR ¥ ¥

B095 34 71 00 C-2

Providing Work of Speed Hump on Existing Paving

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

20 MR ¥ ¥

B096 34 71 00 C-6

Providing Work of Regulatory Sign: NO

PARKING

1 EA ¥ ¥

B097 34 71 00 C-6

Providing Work of Regulatory Sign: NO

STOPPING

AND NO

PARKING

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

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

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

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

1 EA ¥ ¥

B099 34 71 00 C-6

Providing Work of Regulatory Sign: Height Limit

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

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

1 EA ¥ ¥

B100 34 71 00 C-6

Providing Work of Regulatory Sign:

Maxumum Width

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

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

1 EA ¥ ¥

B101 34 71 00 C-6

Providing Work of Regulatory Sign: Weight Limit

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

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

shall be used. Subline Item for tr

1 EA ¥ ¥

B102 34 71 00 C-6

Providing Work of Regulatory Sign: SOUND

A HORN

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

B103 34 71 00 C-6 of Regulatory Sign: ONE

WAY TRAFFIC

1 EA ¥ ¥

B104 34 71 00 C-6

Providing Work of Regulatory Sign: ROAD

CLOSED FOR

VEHICLE

1 EA ¥ ¥

B105 34 71 00 C-6

Providing Work of Regulatory Sign: ROAD

CLOSED (ALL

TRAFFIC)

1 EA ¥ ¥

B106 34 71 00 C-6

Providing Work of Regulatory Sign: NO

ENTRY FOR

VEHICLES

1 EA ¥ ¥

B107 34 71 00 C-6

Providing Work of Regulatory Sign: STOP

1 EA ¥ ¥

B108 34 71 00 C-6

Providing Work of Regulatory Sign:

PROCEED

SLOWLY

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

B109 34 71 00 C-6 of Regulatory Sign: NO "U"

TURN

1 EA ¥ ¥

B110 34 71 00 C-6

Providing Work of Regulatory Sign: NO

OVERTAKING

1 EA ¥ ¥

B111 34 71 00 C-6

Providing Work of Regulatory Sign: NO

RIGHT TURN

1 EA ¥ ¥

B112 34 71 00 C-6

Providing Work of Regulatory Sign:

THROUGH

TRAFFIC

ONLY

1 EA ¥ ¥

B113 34 71 00 C-6

Providing Work of Regulatory Sign: LEFT

TURN ONLY

1 EA ¥ ¥

B114 34 71 00 C-6

Providing Work of Regulatory Sign: LEFT OR

THROUGH

TRAFFIC

ONLY

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

B115 34 71 00 C-6 of Regulatory Sign: RIGHT

AND LEFT

TURNS ONLY

1 EA ¥ ¥

B116 34 71 00 C-6

Providing Work of Regulatory Sign: NO

PEDESTRIAN

CROSSING

1 EA ¥ ¥

B117 34 71 00 C-6

Providing Work of Regulatory Sign: ROAD

CLOSED FOR

PEDESTRIAN

1 EA ¥ ¥

B118 34 71 00 C-6

Providing Work of Indication Sign:

PEDESTRIAN

CROSSING

(TYPE-A)

1 EA ¥ ¥

B119 34 71 00 C-6

Providing Work of Indication Sign:

PEDESTRIAN

CROSSING

(TYPE-B)

1 EA ¥ ¥

B120 34 71 00 C-6

Providing Work of Guide Sign:

PARKING

AREA

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

B121 34 71 00 C-6 of Guide Sign:

DETOUR

1 EA ¥ ¥

B122 34 71 00 C-6

Providing Work of Warning Sign:

UNDER

CONSTRUCTI

1 EA ¥ ¥

B123 34 71 00 C-6

Providing Work of Warning Sign:

FALLING OR

FALLEN

ROCKS

1 EA ¥ ¥

B124 34 71 00 C-6

Providing Work of Warning Sign:

SLIPPERY

ROAD

1 EA ¥ ¥

B125 34 71 00 C-6

Providing Work of Warning Sign:

SCHOOL

ADVANCE

1 EA ¥ ¥

B126 34 71 00 C-6

Providing Work of Traffic sign post with concrete foundation

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

B127 34 71 00 C-7

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

200 MR ¥ ¥

B128 - -

Time, Material, Equipment and Subcontractor Work

GR ¥ ¥

B129 32 13 13.03 C-9

New PCC Pavement

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

1 CZ ¥ ¥

B130 32 13 13.03 C-9 New Reinforced PCC Pavement

Construct new PCC pavement with reinforced concrete.

1 CZ ¥ ¥

B131 32 01 28 C-18,19,20 Repair PCC Pavement

Repair existing PCC pavement using high early strength concrete.

2 CZ ¥ ¥

B132 32 13 13.03 C-9 Replace PCC Slab w/PC

Replace existing PCC slab with plain concrete

(PC).

40 CZ ¥ ¥

B133 32 13 13.03 C-9 Replace PCC Slab w/RC

Replace existing PCC slab with reinforced concrete (RC).

80 CZ ¥ ¥

B134 03 15 14.10 C-13 Expansion Joint Provide expansion joint. 18 MR ¥ ¥

B135 32 13 13.03 C-14

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

80 MR ¥ ¥

B136 32 13 13.03 C-10,11,12 Contraction Joint Provide contraction joint for existing and new PCC pavement.

152 MR ¥ ¥

B137 32 12 15 C-15,22 New 130mm thick AC

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

114 SM ¥ ¥

B138 32 12 15 C-15,22 New 150mm thick AC

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

B139 32 12 15 C-15,22 100mm thick AC Overlay

Mill existing and overlay 100mm thick AC pavement.

144 SM ¥ ¥

B140 32 13 13.03 -

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

12 SM ¥ ¥

B141 32 01 26.71 C-20 Grooving Groove PCC and AC pavements as required. 15 SM ¥ ¥

B142 32 01 11.52 - Rubber Removal Remove existing rubber materials at runway as reqruired.

800 SM ¥ ¥

B143 32 01 19.16 C-

10,11,12,13,1

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

AIRFIELD LINE ITEMS

B144 32 01 28 C-18 Partial Depth Spall Repair

Provide partial depth spall repair for existing PCC pavements.

4 CZ ¥ ¥

B145 32 01 28 C-19 Full Depth Spall Repair

Provide full depth spall repair for existing PCC pavements.

1 CZ ¥ ¥

B146 32 01 19.16 C-16,17 Repair Concrete Crack

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

B147 32 17 24.00 10 C-21 New Pavement Markings

Provide pavement markings to include new paint and beads.

1,600 SM ¥ ¥

B148 02 41 00 - Pavement Marking Removal

Remove existing pavement markings as required.

1,600 SM ¥ ¥

TOTAL AMOUNT OF LINE ITEMS - B001 THROUGH B148 ¥

SCHEDULE OF INDEFINITIE QUANTITY WORK "C"

EXHIBIT C PRICE FOR THE SECOND OPTION PERIOD

ITEM

NO.

SPEC

SECTION

DRAWING

NO.

PRODUCT

NAME DESCRIPTION EST QTY

UNIT

ISSU

UNIT PRICE

(IN YEN)

EST AMOUNT

TOTAL (IN

YEN)

C001 31 00 00 -

Cutting, Removal and Disposal of Hard Materials

160 CZ ¥ ¥

C002 31 00 00 -

Cutting, Removal and Disposal of Soft Materials

800 CZ ¥ ¥

C003 02 41 00.00 20 -

Removal and Disposal of Traffic Sign

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

Surface restoration is included.

3 EA ¥ ¥

C004 02 41 00.00 20 -

Removal and Disposal of Night Flash Rivet on Road

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

C005 32 01 16.17 -

Shaving Work for 3cm thk AC Pavement

Shaving Depth Is 3- Centimeter:

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

Including disposal of

C006 32 01 16.17 -for 5cm thk AC Pavement

Shaving Depth Is 5- Centimeter:

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

Including disposal of removed materials.

1,000 SM ¥ ¥

C007 32 01 16.17 -

Shaving Work for 5cm thk AC Pavement

Shaving Depth Is 5- Centimeter:

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

1,000 SM ¥ ¥

C008 03 30 00 - Ready Mixed Concrete

JIS A 5308 400 CZ ¥ ¥

C009 03 30 00 - Reinforcement JIS G 3112, SD295A 640 TN ¥ ¥ C010 03 30 00 Formwork 960 SM ¥ ¥

C011 03 30 00 Formwork for Leveling Concrete

240 SM ¥ ¥

C012 03 30 00 C-5

Precast Concrete Curbs: 120mm

(W) X 120mm (H)

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

C013 03 30 00 C-2

Precast Concrete Curbs: 150mm

(W) X 200mm (H)

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

320 MR ¥ ¥

C014 03 30 00 C-2 L-Shape Gutter:

300-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

C015 03 30 00 C-2 L-Shape Gutter:

450-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

C016 03 30 00 C-2 L-Shape Gutter:

500-Type

Cutting and removal work is excluded from this item.

128 MR ¥ ¥

C017 31 23 00.00 20 - Excavation 640 CZ ¥ ¥

C018 31 23 00.00 20 - Rock Excavation 160 CZ ¥ ¥

C019 31 23 00.00 20 - Backfill Excluding fill material. 640 CZ ¥ ¥ C020 31 23 00.00 20 Trench Backfill Excluding fill material. 640 CZ ¥ ¥ C021 31 23 00.00 20 - Compaction 2,000 SM ¥ ¥

C022 31 23 00.00 20 C-7 Excavation for Pipe Trench 64 CZ ¥ ¥

C023 31 23 00.00 20 C-7 Rock Excavation for Pipe Trench 64 CZ ¥ ¥

C024 31 23 00.00 20 C-7 Sandfill 64 CZ ¥ ¥

C025 32 12 17 C-1

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

JIS A 5001, C-40 or RC-

C026 32 12 17 C-1/C-4

Asphaltic Concrete Pavement

JIS A 5001, M-40 or RM-

10,000 CZ ¥ ¥

C027 32 12 17 C-1 Hot Mixed Asphalt Paving

JIS K 2207 6,000 TN ¥ ¥

C028 32 12 17 C-1

Hot Mixed Asphalt Paving on Existing Concrete Paving

JIS K 2207

2,000 TN ¥ ¥

C029 32 12 17 C-1

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

JIS K 2207

3,000 TN ¥ ¥

C030 32 13 13.06 C-4

Ready Mixed Concrete Sidewalk Paving

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

300 SM ¥ ¥

C031 32 13 13.06 C-4

Contraction Joint for Ready Mixed Concrete Sidewalk Paving

800 MR ¥ ¥

C032 32 13…

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 Nov 14, 2017.