Rev_Seed_Sched_13R0007.xls
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- N4008413R0007
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N40084-13-R-0007 Attachment 7 - Revised Estimated Quantities of Seed Project Excel Document
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| File | Type | Posted |
|---|---|---|
| Amend_0005__13R0007.pdf | ||
| Amend_0002_13R0007_17JUL13.pdf | ||
| N40084-13-R-0007_Amendment_0001.pdf | ||
| SOL_ELINs_13R0007.xls | XLS spreadsheet | |
| ATT2-8_13R00007.pdf | ||
| _SF1442FINAL_APP_13R0007.pdf | ||
| ATT(1)_Drawings_13R0007.pdf | ||
| ATT(1)_Specs__13R0007.pdf | ||
| Amend_0004_13R0007.pdf | ||
| Amend0003_13R0007.pdf | ||
| ATT(1)_Specs__13R0007_REv_30_JUL_32_12_15(2pg).pdf | ||
| ATT_(6)_ELINs_13R0007_REV_30JUL.pdf |
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| Attachment (7), Seed Project | |||||||||||||||||||||||||||
| RFP N40084-13-R-0007 | |||||||||||||||||||||||||||
| REVISED: 12 July 2013 | |||||||||||||||||||||||||||
| TITLE: Pave Driveway/Parking Lot of BLDG. 1091, White Beach (WBH), Okinawa, Japan | |||||||||||||||||||||||||||
| Base Period | |||||||||||||||||||||||||||
| Note: | EA: Each (for lettering, one each means one letter) | ||||||||||||||||||||||||||
| MR: Linear Meter (round up numbers after the decimal point) | |||||||||||||||||||||||||||
| SM: Square Meter (round up numbers after the decimal point) | |||||||||||||||||||||||||||
| CZ: Cubic Meter (round up numbers after the decimal point) | |||||||||||||||||||||||||||
| TN: Metric Ton [=1,000 kg] (round up numbers after the decimal point) | |||||||||||||||||||||||||||
| SE: Set of designated words | |||||||||||||||||||||||||||
| GR: Gross of Service Required (Detailed service for each order will be negotiated by the Contracting Officer) | |||||||||||||||||||||||||||
| Catalog No./ELIN | Item No. | Spec Section | Drawing No. | Product Name | Description | Estimated Quantity | Unit of Issue | Unit Price (Yen) | Extended Price (Yen) | Contract No. | Supplier (contract name & location) | Cage | (Y/N) | DBA | Contract No. | Supplier (contract name & location) | Cage | Store (Taxonomy 1) | Catalog (Taxonomy 2) | Category (Taxonomy 3) | ETO? (Y/N) | IMAP CAC(s) | DBA | Sasebo Unit Price | |||
| A001 | 0101 | 0101 | 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. | 14.60 | CZ | ¥ | ¥ | 8,000 | ||||||||||||||||
| A002 | 0102 | 0102 | 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. | CZ | 4,000 | |||||||||||||||||||
| A003 | 0103 | 0103 | 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. | EA | 10,000 | |||||||||||||||||||
| A004 | 0104 | 0104 | 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. | EA | 900 | |||||||||||||||||||
| A005 | 0105 | 0105 | 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. | SM | 500 | |||||||||||||||||||||||||
| A006 | 0106 | 0106 | 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. | SM | 700 | |||||||||||||||||||||||||
| A007 | 0107 | 0108 | 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. | SM | 1,800 | |||||||||||||||||||||||||
| A008 | 0201 | 0201 | 03 30 00 | - | Ready Mixed Concrete | JIS A 5308 | 1.90 | CZ | ¥ | ¥ | |||||||||||||||||
| A009 | 0202 | 0202 | 03 30 00 | - | Reinforcement | JIS G 3112, SD295A | 0.013 | TN | ¥ | ¥ | |||||||||||||||||
| A010 | 0203 | 03 30 00 | Formwork | 19.40 | SM | ¥ | ¥ | ||||||||||||||||||||
| A011 | 0204 | 03 30 00 | Formwork for Leveling Concrete | 1.90 | SM | ¥ | ¥ | ||||||||||||||||||||
| A012 | 0205 | 0203 | 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. | MR | 3,100 | |||||||||||||||||||
| A013 | 0206 | 0204 | 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. | 60.00 | MR | ¥ | ¥ | 4,000 | ||||||||||||||||
| A014 | 0207 | 0205 | 03 30 00 | C-2 | L-Shape Gutter: 300-Type | Cutting and removal work is excluded from this item. | MR | 7,000 | |||||||||||||||||||
| A015 | 0208 | 0206 | 03 30 00 | C-2 | L-Shape Gutter: 450-Type | Cutting and removal work is excluded from this item. | MR | 8,000 | |||||||||||||||||||
| A016 | 0209 | 0207 | 03 30 00 | C-2 | L-Shape Gutter: 500-Type | Cutting and removal work is excluded from this item. | MR | 8,500 | |||||||||||||||||||
| A017 | 0301 | 0301 | 31 23 00.00 20 | - | Excavation | 142.00 | CZ | ¥ | ¥ | ||||||||||||||||||
| A018 | 0302 | 0302 | 31 23 00.00 20 | - | Rock Excavation | CZ | |||||||||||||||||||||
| A019 | 0303 | 0303 | 31 23 00.00 20 | - | Backfill | Excluding fill material. | CZ | ||||||||||||||||||||
| A020 | 0304 | 31 23 00.00 20 | Trench Backfill | Excluding fill material. | CZ | ||||||||||||||||||||||
| A021 | 0305 | 0304 | 31 23 00.00 20 | - | Compaction | 335.00 | SM | ¥ | ¥ | ||||||||||||||||||
| A022 | 0306 | 0306 | 31 23 00.00 20 | C-7 | Excavation for Pipe Trench | CZ | |||||||||||||||||||||
| A023 | 0307 | 0307 | 31 23 00.00 20 | C-7 | Rock Excavation for Pipe Trench | CZ | |||||||||||||||||||||
| A024 | 0308 | 0308 | 31 23 00.00 20 | C-7 | Sandfill | CZ | |||||||||||||||||||||
| A025 | 0401 | 0401 | 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-40 | 63.50 | CZ | ¥ | ¥ | |||||||||||||||||
| A026 | 0402 | 0402 | 32 12 17 | C-1/C-4 | Base Course for Asphaltic Concrete Pavement | JIS A 5001, M-40 or RM-40 | 46.00 | CZ | ¥ | ¥ | 5,700 | ||||||||||||||||
| A027 | 0403 | 0403 | 32 12 17 | C-1 | Hot Mixed Asphalt Paving | JIS K 2207 | 57.70 | TN | ¥ | ¥ | 13,000 | ||||||||||||||||
| A028 | 0404 | 0404 | 32 12 17 | C-1 | Hot Mixed Asphalt Paving on Existing Concrete Paving | JIS K 2207 | TN | 14,000 | |||||||||||||||||||
| A029 | 0405 | 0405 | 32 12 17 | C-1 | Hot Mixed Asphalt Paving on Existing AC Paving After Shaving (3cm) | JIS K 2207 | TN | 14,000 | |||||||||||||||||||
| A030 | 0501 | 0501 | 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. | SM | 3,300 | |||||||||||||||||||
| A031 | 0502 | 0502 | 32 13 13.06 | C-4 | Contraction Joint for Ready Mixed Concrete Sidewalk Paving | MR | 300 | ||||||||||||||||||||
| A032 | 0503 | 0503 | 32 13 13.06 | C-4 | Expansion Joint for Ready Mixed Concrete Sidewalk Paving | SM | 1,500 | ||||||||||||||||||||
| A033 | 0504 | 0504 | 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. | 0.40 | CZ | ¥ | ¥ | 85,000 | ||||||||||||||||
| A034 | 0511 | 0511 | 32 16 15 | C-5 | Concrete Block Paver | Traffic road | SM | 14,000 | |||||||||||||||||||
| A035 | 0601 | 0601 | 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. | MR | 430 | |||||||||||||||||||
| A036 | 0602 | 0602 | 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. | MR | 900 | |||||||||||||||||||
| A037 | 0603 | 0603 | 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. | MR | 1,300 | |||||||||||||||||||
| A038 | 0604 | 0604 | 32 17 23.00 20 | C-2 | Road Painting: 10-centimeter | JIS K 5665, Type 3-1 Striping Width: 10cm Color: white/Yellow | 15.00 | MR | ¥ | ¥ | 250 | ||||||||||||||||
| A039 | 0605 | 0605 | 32 17 23.00 20 | C-2 | Road Painting: 15-centimeter | JIS K 5665, Type 3-1 Striping Width: 15cm Color: white/Yellow | MR | 260 | |||||||||||||||||||
| A040 | 0606 | 0606 | 32 17 23.00 20 | C-2 | Road Painting: 30-centimeter | JIS K 5665, Type 3-1 Striping Width: 30cm Color: white/Yellow | MR | 500 | |||||||||||||||||||
| A041 | 0607 | 0607 | 32 17 23.00 20 | C-2 | Road Painting: 45-centimeter | JIS K 5665, Type 3-1 Striping Width: 45cm Color: white/Yellow | MR | 650 | |||||||||||||||||||
| A042 | 0608 | 0608 | 32 17 23.00 20 | C-2 | Road Painting, Including Speed Hump Painting: | JIS K 5665, Type 3-1 Striping Width: 45cm Color: Yellow | MR | 730 | |||||||||||||||||||
| A043 | 0609 | 0609 | 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) | EA | 5,800 | |||||||||||||||||||||||||
| A044 | 0610 | 0610 | 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) | EA | 6,000 | |||||||||||||||||||||||||
| A045 | 0611 | 0611 | 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) | EA | 6,000 | |||||||||||||||||||||||||
| A046 | 0612 | 0612 | 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) | EA | 7,100 | |||||||||||||||||||||||||
| A047 | 0613 | 0613 | 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) | EA | 7,100 | |||||||||||||||||||||||||
| A048 | 0614 | 0614 | 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) | EA | 8,300 | |||||||||||||||||||||||||
| A049 | 0615 | 0615 | 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) | EA | 12,000 | |||||||||||||||||||||||||
| A050 | 0616 | 0616 | 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) | EA | 14,800 | |||||||||||||||||||||||||
| A051 | 0617 | 0617 | 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) | EA | 17,800 | |||||||||||||||||||||||||
| A052 | 0618 | 0618 | 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) | EA | 15,400 | |||||||||||||||||||||||||
| A053 | 0619 | 0619 | 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) | EA | 15,200 | |||||||||||||||||||||||||
| A054 | 0620 | 0620 | 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) | EA | 14,700 | |||||||||||||||||||||||||
| A055 | 0621 | 0621 | 32 17 23.00 20 | C-3 | Painting Work of Letter on Road: "STOP" | Large Size "STOP": | |||||||||||||||||||||
| White (JIS K 5665, TYPE 3-1) | EA | 10,600 | |||||||||||||||||||||||||
| A056 | 0622 | 0622 | 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) | EA | 30,000 | |||||||||||||||||||||||||
| A057 | 0623 | 0623 | 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) | MR | 600 | |||||||||||||||||||||||||
| A058 | 0624 | 0624 | 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) | MR | 600 | |||||||||||||||||||||||||
| A059 | 0625 | 0625 | 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) | MR | 600 | |||||||||||||||||||||||||
| A060 | 0626 | 0626 | 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. | EA | 1,200 | |||||||||||||||||||||||||
| A061 | 0627 | 0627 | 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) | EA | 1,200 | |||||||||||||||||||||||||
| A062 | 0628 | 0628 | 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) | EA | 700 | |||||||||||||||||||
| A063 | 0629 | 0629 | 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) | SM | 1,300 | |||||||||||||||||||
| A064 | 0701 | 0701 | 32 92 23 | C-7 | Providing Sod with Topsoil | "Noshiba" | SM | ||||||||||||||||||||
| A065 | 0711 | 33 96 00 | - | Transplanting | Trunc around <15cm | EA | |||||||||||||||||||||
| A066 | 0712 | 33 96 00 | - | Transplanting | 15cm≦Trunc around <25cm | EA | |||||||||||||||||||||
| A067 | 0713 | 33 96 00 | - | Transplanting and Stakes | 25cm≦Trunc around <40cm | EA | |||||||||||||||||||||
| A068 | 0714 | 33 96 00 | - | Transplanting and Stakes | 40cm≦Trunc around <60cm | EA | |||||||||||||||||||||
| A069 | 0801 | 0801 | 33 40 00 | C-7 | Gutter Inlet | The average depth (D) is assumed to be 1.5 m. | EA | ||||||||||||||||||||
| A070 | 0802 | 0802 | 33 40 00 | C-7 | Surface Inlet | The average depth (D) is assumed to be 1.5 m. | EA | ||||||||||||||||||||
| A071 | 0803 | 0803 | 33 40 00 | C-7 | Grating Cover (T-25) w/ Frame | Grating Cover and Frames shall be Hot Dipped Galvanized. | 0.65 | SM | ¥ | ¥ | |||||||||||||||||
| A072 | 0804 | 0804 | 33 40 00 | C-7 | Grating Cover (T-20) w/ Frame | Grating Cover and Frames shall be Hot Dipped Galvanized. | SM | ||||||||||||||||||||
| A073 | 0805 | 0805 | 33 40 00 | C-7 | Grating Cover (T-6/T-14) w/ Frame | Grating Cover and Frames shall be Hot Dipped Galvanized. | SM | 230,000 | |||||||||||||||||||
| A074 | 0806 | 0806 | 33 40 00 | C-7 | Precast Concrete Manhole | JSWAS A-11 The average depth (D) is assumed to be 1.5 m. | EA | ||||||||||||||||||||
| A075 | 0807 | 0807 | 33 40 00 | C-7 | Precast Concrete Manhole | JIS K 5372 The average depth (D) is assumed to be 1.5 m. | EA | ||||||||||||||||||||
| A076 | 0808 | 0808 | 33 40 00 | C-7 | Cast Iron Manhole Cover (T-6/T-14) | EA | |||||||||||||||||||||
| A077 | 0809 | 0809 | 33 40 00 | C-7 | Cast Iron Manhole Cover (T-25) | EA | |||||||||||||||||||||
| A078 | 0810 | 0810 | 33 40 00 | C-7 | Precast Concrete Ditch | Excluding grating covers | MR | ||||||||||||||||||||
| A079 | 0811 | 0811 | 33 40 00 | C-7 | Concrete Open Ditch | The average depth (D) is assumed to be 0.5 m. | MR | ||||||||||||||||||||
| A080 | 0812 | 0812 | 33 40 00 | C-7 | PVC Pipe w/ Fittings (200 dia.) | JSWAS K-1 or JIS K 6741 | MR | ||||||||||||||||||||
| A081 | 0813 | 0813 | 33 40 00 | C-7 | PVC Pipe w/ Fittings (250 dia.) | JSWAS K-1 or JIS K 6741 | MR | ||||||||||||||||||||
| A082 | 0814 | 0814 | 33 40 00 | C-7 | PVC Pipe w/ Fittings (300 dia.) | JSWAS K-1 or JIS K 6741 | MR | ||||||||||||||||||||
| A083 | 0815 | 0815 | 33 40 00 | C-7 | PVC Pipe w/ Fittings (350 dia.) | JSWAS K-1 or JIS K 6741 | MR | ||||||||||||||||||||
| A084 | 0816 | 0816 | 33 40 00 | C-7 | PVC Pipe w/ Fittings (400 dia.) | JSWAS K-1 or JIS K 6741 | MR | ||||||||||||||||||||
| A085 | 0817 | 0817 | 33 40 00 | C-7 | PVC Pipe w/ Fittings (450 dia.) | JSWAS K-1 or JIS K 6741 | MR | 6,000 | |||||||||||||||||||
| A086 | 0818 | 0818 | 33 40 00 | C-7 | PVC Pipe w/ Fittings (500 dia.) | JSWAS K-1 or JIS K 6741 | MR | 4,000 | |||||||||||||||||||
| A087 | 0819 | 0819 | 33 40 00 | C-7 | PVC Pipe w/ Fittings (600 dia.) | JSWAS K-1 or JIS K 6741 | MR | 14,000 | |||||||||||||||||||
| A088 | 0820 | 0820 | 33 40 00 | C-7 | Warning Tape | MR | 50,000 | ||||||||||||||||||||
| A089 | 0901 | 0901 | 34 71 00 | C-5 | Providing Work of New Concrete Vehicle Bumper | Concrete Vehicle Bumper: 120mm (H) X 990mm (L). | EA | 11,000 | |||||||||||||||||||
| A090 | 0902 | 0902 | 34 71 00 | C-5 | Reinstallation Work of Existing Vehicle Bumper | Reuse Existing Vehicle Bumper: | EA | 5,500 | |||||||||||||||||||
| A091 | 1001 | 1001 | 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. | EA | 1,500 | |||||||||||||||||||
| A092 | 1002 | 1002 | 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. | EA | 12,000 | |||||||||||||||||||
| A093 | 1003 | 1003 | 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. | MR | 12,000 | |||||||||||||||||||
| A094 | 1004 | 1004 | 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. | MR | 12,000 | |||||||||||||||||||
| A095 | 1005 | 1005 | 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. | MR | 12,000 | |||||||||||||||||||
| A096 | 1101 | 1101 | 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. | EA | 12,000 | |||||||||||||||||||
| A097 | 1102 | 1102 | 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 for post with foundation. | EA | 12,000 | |||||||||||||||||||
| A098 | 1103 | 1103 | 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. | EA | 12,000 | |||||||||||||||||||
| A099 | 1104 | 1104 | 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 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. | EA | 9,000 | |||||||||||||||||||
| A100 | 1105 | 1105 | 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 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. | EA | 12,000 | |||||||||||||||||||
| A101 | 1106 | 1106 | 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 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. | EA | 12,000 | |||||||||||||||||||
| A102 | 1107 | 1107 | 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 for post with foundation. | EA | 12,000 | |||||||||||||||||||
| A103 | 1108 | 1108 | 34 71 00 | C-6 | Providing Work of Regulatory Sign: ONE WAY TRAFFIC | 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. | EA | 11,700 | |||||||||||||||||||
| A104 | 1109 | 1109 | 34 71 00 | C-6 | Providing Work of Regulatory Sign: ROAD CLOSED FOR VEHICLE | 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. | EA | 11,700 | |||||||||||||||||||
| A105 | 1110 | 1110 | 34 71 00 | C-6 | Providing Work of Regulatory Sign: ROAD CLOSED (ALL TRAFFIC) | 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. | EA | 12,000 | |||||||||||||||||||
| A106 | 1111 | 1111 | 34 71 00 | C-6 | Providing Work of Regulatory Sign: NO ENTRY FOR VEHICLES | 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. | EA | 12,000 | |||||||||||||||||||
| A107 | 1112 | 1112 | 34 71 00 | C-6 | Providing Work of Regulatory Sign: STOP | 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. | EA | 12,000 | |||||||||||||||||||
| A108 | 1113 | 1113 | 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 for post with foundation. | EA | 12,000 | |||||||||||||||||||
| A109 | 1114 | 1114 | 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 for post with foundation. | EA | 12,000 | |||||||||||||||||||
| A110 | 1115 | 1115 | 34 71 00 | C-6 | Providing Work of Regulatory Sign: NO OVERTAKING | 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. | EA | 12,000 | |||||||||||||||||||
| A111 | 1116 | 1116 | 34 71 00 | C-6 | Providing Work of Regulatory Sign: NO RIGHT 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 for post with foundation. | EA | 12,000 | |||||||||||||||||||
| A112 | 1117 | 1117 | 34 71 00 | C-6 | Providing Work of Regulatory Sign: 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 for post with foundation. | EA | 12,000 | |||||||||||||||||||
| A113 | 1118 | 1118 | 34 71 00 | C-6 | Providing Work of Regulatory Sign: LEFT TURN 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 for post with foundation. | EA | 12,000 | |||||||||||||||||||
| A114 | 1119 | 1119 | 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 for post with foundation. | EA | 11,900 | |||||||||||||||||||
| A115 | 1120 | 1120 | 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 for post with foundation. | EA | 11,900 | |||||||||||||||||||
| A116 | 1121 | 1121 | 34 71 00 | C-6 | Providing Work of Regulatory Sign: NO PEDESTRIAN CROSSING | 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. | EA | 12,000 | |||||||||||||||||||
| A117 | 1122 | 1122 | 34 71 00 | C-6 | Providing Work of Regulatory Sign: ROAD CLOSED FOR PEDESTRIAN | 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. | EA | 9,000 | |||||||||||||||||||
| A118 | 1123 | 1123 | 34 71 00 | C-6 | Providing Work of Indication Sign: PEDESTRIAN CROSSING (TYPE-A) | 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. | EA | 13,000 | |||||||||||||||||||
| A119 | 1124 | 1124 | 34 71 00 | C-6 | Providing Work of Indication Sign: PEDESTRIAN CROSSING (TYPE-B) | 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. | EA | 13,000 | |||||||||||||||||||
| A120 | 1125 | 1125 | 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 for post with foundation. | EA | 13,000 | |||||||||||||||||||
| A121 | 1126 | 1126 | 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 for post with foundation. | EA | 13,000 | |||||||||||||||||||
| A122 | 1127 | 1127 | 34 71 00 | C-6 | Providing Work of Warning Sign: UNDER CONSTRUCTION | 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. | EA | 29,000 | |||||||||||||||||||
| A123 | 1128 | 1128 | 34 71 00 | C-6 | Providing Work of Warning Sign: FALLING OR FALLEN ROCKS | 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. | EA | ||||||||||||||||||||
| A124 | 1129 | 1129 | 34 71 00 | C-6 | Providing Work of Warning Sign: SLIPPERY ROAD | 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. | EA | 3,300,000 | |||||||||||||||||||
| A125 | 1130 | 1130 | 34 71 00 | C-6 | Providing Work of Warning Sign: SCHOOL ADVANCE | 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. | EA | ||||||||||||||||||||
| A126 | 1131 | 1131 | 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 for post with foundation. | EA | ||||||||||||||||||||
| A127 | 1132 | 1132 | 34 71 00 | C-7 | Guardrail | Subline Item for guardrail shall be included materials and labor cost to provide guardrail with foundation. | MR | ¥ - 0 | |||||||||||||||||||
| A128 | 1201 | 1201 | - | - | 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. | 1.00 | GR | ¥ | ¥ | |||||||||||||||||
| AIRFIELD LINE ITEMS | |||||||||||||||||||||||||||
| A129 | 2101 | 0101 | 32 13 13.03 | C-9 | New PCC Pavement | Construct new portland cement concrete (PCC) pavement with plain concrete. | CZ | ||||||||||||||||||||
| A130 | 2102 | 0102 | 32 13 13.03 | C-9 | New Reinforced PCC Pavement | Construct new PCC pavement with reinforced concrete. | CZ | ||||||||||||||||||||
| A131 | 2103 | 0103 | 32 01 28 | C-18,19,20 | Repair PCC Pavement | Repair existing PCC pavement using high early strength concrete. | CZ | ||||||||||||||||||||
| A132 | 2104 | 0104 | 32 13 13.03 | C-9 | Replace PCC Slab w/PC | Replace existing PCC slab with plain concrete (PC). | CZ | ||||||||||||||||||||
| A133 | 2105 | 0105 | 32 13 13.03 | C-9 | Replace PCC Slab w/RC | Replace existing PCC slab with reinforced concrete (RC). | CZ | ||||||||||||||||||||
| A134 | 2106 | 0106 | 03 15 14.10 | C-13 | Expansion Joint | Provide expansion joint. | MR | ||||||||||||||||||||
| A135 | 2107 | 0108 | 32 13 13.03 | C-14 | Doweled CJ | Provide doweled construction joint (CJ) for existing and new PCC pavement. | MR | ||||||||||||||||||||
| A136 | 2108 | 0201 | 32 13 13.03 | C-10,11,12 | Contraction Joint | Provide contraction joint for existing and new PCC pavement. | MR | ||||||||||||||||||||
| A137 | 2109 | 0202 | 32 12 15 | C-15,22 | New 130mm thick AC | Provide new 130mm thick asphalt concrete (AC) pavement. | SM | ||||||||||||||||||||
| A138 | 2110 | 32 12 15 | C-15,22 | New 150mm thick AC | Provide new 150mm thick AC pavement. | SM | |||||||||||||||||||||
| A139 | 2111 | 32 12 15 | C-15,22 | 100mm thick AC Overlay | Mill existing and overlay 100mm thick AC pavement. | SM | |||||||||||||||||||||
| A140 | 2112 | 0203 | 32 13 13.03 | - | Grinding | Use to remove high spots to meet grade requirements for PCC and AC pavements. | SM | ||||||||||||||||||||
| A141 | 2113 | 0204 | 32 01 26.71 | C-20 | Grooving | Groove PCC and AC pavements as required. | SM | ||||||||||||||||||||
| A142 | 2114 | 0205 | 32 01 11.52 | - | Rubber Removal | Remove existing rubber materials at runway as reqruired. | SM | ||||||||||||||||||||
| A143 | 2115 | 0206 | 32 01 19.16 | C-10,11,12,13,14 | Joint Seals | Remove existing and provide new joint seals. | MR | ||||||||||||||||||||
| A144 | 2116 | 0207 | 32 01 28 | C-18 | Partial Depth Spall Repair | Provide partial depth spall repair for existing PCC pavements. | CZ | ||||||||||||||||||||
| A145 | 2117 | 0301 | 32 01 28 | C-19 | Full Depth Spall Repair | Provide full depth spall repair for existing PCC pavements. | CZ | ||||||||||||||||||||
| A146 | 2118 | 0302 | 32 01 19.16 | C-16,17 | Repair Concrete Crack | Provide concrete crack repair for PCC pavement. | MR | ||||||||||||||||||||
| A147 | 2119 | 0303 | 32 17 24.00 10 | C-21 | New Pavement Markings | Provide pavement markings to include new paint and beads. | SM | ||||||||||||||||||||
| A148 | 2120 | 02 41 00 | - | Pavement Marking Removal | Remove existing pavement markings as required. | SM | |||||||||||||||||||||
| TOTAL IDIQ LINE ITEMS - A001 THROUGH A148 | ¥ |
Line Item 0001 Base Period - Indefinite Delivery Indefinite Quantity Work
PROVIDE UNIT PRICES FOR INDEFINITE DELIVERY INDEFINITE QUANTITY WORK
IN ACCORDANCE WITH CONTRACT SPECIFICATION AND DRAWING
ELINs A001 thru A124
File details come from the government source that posted it. Updated .