Contract
ตารางแสดงวงเงินงบประมาณxxxxx˚รับจัดสรรและราคากลางในงานจ˚างก'อสร˚าง
1. ชื่อโครงการ สัญญาที่ 2 ก'อสร˚างงานโยธา ช'วงสะพานใหม' – คูคต โครงการก'อสร˚างรถไฟฟ˚าxxxxxเขียว ช'วงหมอชิต – สะพานใหม' – คูคต
2. /หน'วยงานเจ˚าของโครงการ การรถไฟฟ˚าขนส'งมวลชนแห'งประเทศไทย (รฟม.) วงเงินงบประมาณxxxxx˚รับจัดสรรจํานวน 6,134,203,697.22 บาท ยังไม'รวมวงเงิน Provisional Sum จํานวน 613,187,269.98 บาท รวมเปªน 6,747,390,967.20 บาท
3. ลักษณะงานโดยสังเขป
งานก'อสร˚างทางวิ่งยกระดับแนวเส˚นทางสะพานใหม' – คูคต ระยะทางประมาณ 6.5 กิโลเมตร และสถานีรถไฟฟ˚า ยกระดับจํานวน 4 สถานี ประกอบด˚วย งานโยธา งานโครงสร˚าง งานสถาป˚ตยกรรมและงานระบบของสถาน และงานอื่นๆ
4. ราคากลางคํานวณ ณ xxxxxx 9 ธันวาคม 2556 เปªนเงินจํานวน 6,125,862,678.06 บาท ยังไม'รวมวงเงิน Provisional Sum จํานวน 612,586,267.81 บาท รวมเปªน 6,738,448,945.87 บาท
5. บัญชีประมาณราคากลาง รายการปริมาณงานและราคา (BOQ)
6. รายชื่อคณะกรรมการกําหนดราคากลาง
6.1 xxxxxxxxxxxx xxxxxxxxxx xxxอํานวยการฝ'ายวิศวกรรมโยธาและสถาป˚ตยกรรม ประธานกรรมการ
6.2 นายxxxxxx xxxxพัฒนานุวงศ˚ ผู˚แทนกรมทางหลวงชนบท กรรมการ
6.3 xxxxxxxxxxxx xxxxxจันทร˚ ผู˚แทนกรมโยธาxxxxxและผังเมือง กรรมการ
6.4 xxxxxxx xxxxxxxx ผู˚แทนวิศวกรรมสถานแห'งประเทศไทย
ในพระบรมราชูปถัมภ˚
กรรมการ
6.5 นายxxxx พึ่งตน ผู˚อํานวยการกองสถาป˚ตยกรรม กรรมการ
6.6 นายxxxxxxx ตันเปาว˚ ผู˚อํานวยการกองวิศวกรรมโยธา กรรมการ
6.7 xxxxxxxxx อดิสร ผู˚อํานวยการกองวิศวกรรมไฟฟ˚าและเครื่องกล กรรมการ
6.8 xxxxxxxxxxx xxxxxxxxxxxxxx xxxxxxxxxxxxxxxบริหารงานก'อสร˚าง 3 กรรมการ
6.9 xxxxxxxxx xxxxxxxxx xxxxxxxแผนกวิศวกรรมโครงสร˚างสถานีและทางวิ่ง กรรมการและ
เลขานุการ
MRT GREEN LINE PROJECT MOCHIT - SAPHAN MAI - KHU KHOT SUMMARY BILLS OF QUANTITY
Unit : Baht
Item No. | Description | Estimated Cost |
FactorF | ||
CONTRACT 2 : CIVIL WORK (MAIN LINE INFRASTRUCTURE : SAPHAN MAI - KHU KHOT) | ||
Bill No. 1 | GENERAL REQUIREMENTS | 184,931,032.87 |
Bill No. 2 | UTILITIES WORKS | 925,122,000.00 |
Bill No. 3 | CIVIL WORKS | 787,678,452.95 |
Bill No. 4 | ELEVATED STRUCTURES | 2,405,437,652.16 |
Bill No. 5 | ARCHITECTURAL WORKS | 564,598,017.54 |
Bill No. 6 | STATION STRUCTURES | 728,741,516.55 |
Bill No. 7 | BUILDING SERVICES WORKS | 529,354,006.00 |
อางองิ ราคาวัสดุ ตามประกาศของกระทรวงพาณชย์ กรงเทพมหานคร กนยายน 2556 | ||
ราคานํ้ามนเชอ้ เพลงิ 30 บาท/ลตร | ||
ตาราง Factor F ตามประกาศของกระทรวงการคลงั เมษายน 2554 ทใ่ ชพ้ xxxxxจาก | ||
- เงนลวงหนาจาย 10 % | ||
- เงนประกนผลงานหัก 10 % | ||
- ดอกเบย้ เงนกู ้ 7 % ตอปี | ||
- คาภาษีมลคาเพมิ่ (VAT) 7 % | ||
TOTAL CONTRACT 2 : CIVIL WORK (MAIN LINE INFRASTRUCTURE : SAPHAN MAI - KHU KHOT) | 6,125,862,678.07 | |
CONTRACT 2 : CIVIL WORK (MAIN LINE INFRASTRUCTURE : SAPHAN MAI - KHU KHOT) Unit : Baht
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No. 1 | GENERAL REQUIREMENTS | |||||||
1.1 | The Employer / The Employer's Representative's Main Offices , Station Offices, Testing Laboratory , and Instrumentation and Monitoring System | |||||||
1.1(1) | The Employer's Main Management Office and | |||||||
The Employer's Representative's Main Office | ||||||||
1.1(1).1 | Office | LS. | 1.00 | 17,400,000.00 | 17,400,000.00 | 1.0700 | 18,618,000.00 | 18,618,000.00 |
1.1(1).2 | Concrete Parking Area | LS. | 1.00 | 2,625,000.00 | 2,625,000.00 | 1.0700 | 2,808,750.00 | 2,808,750.00 |
1.1(1).3 | Air Conditioner | LS. | 1.00 | 480,000.00 | 480,000.00 | 1.0700 | 513,600.00 | 513,600.00 |
1.1(1).4 | Office's Equipment | LS. | 1.00 | 12,675,825.00 | 12,675,825.00 | 1.0700 | 13,563,132.75 | 13,563,132.75 |
1.1(1).5 | Office's Furniture | LS. | 1.00 | 2,885,700.00 | 2,885,700.00 | 1.0700 | 3,087,699.00 | 3,087,699.00 |
1.1(1).6 | Running Expenses | LS. | 1.00 | 32,924,700.00 | 32,924,700.00 | 1.0700 | 35,229,429.00 | 35,229,429.00 |
1.1(1).7 | Training Course | LS. | 1.00 | 6,760,000.00 | 6,760,000.00 | 1.0700 | 7,233,200.00 | 7,233,200.00 |
1.1(1).8 | Station Offices | LS. | 1.00 | 7,318,762.00 | 7,318,762.00 | 1.0700 | 7,831,075.34 | 7,831,075.34 |
1.1(3) | Testing Laboratory Offices | |||||||
1.1(3).1 | Laboratory | LS. | 1.00 | 1,500,000.00 | 1,500,000.00 | 1.0700 | 1,605,000.00 | 1,605,000.00 |
1.1(3).2 | Air Conditioner | LS. | 1.00 | 60,000.00 | 60,000.00 | 1.0700 | 64,200.00 | 64,200.00 |
1.1(3).3 | Laboratory's Equipment and Furniture | LS. | 1.00 | 235,300.00 | 235,300.00 | 1.0700 | 251,771.00 | 251,771.00 |
1.1(4) | Instrumentation and Monitoring System | |||||||
1.1(4).1 | Instrumentation System | LS. | 1.00 | 3,900,000.00 | 3,900,000.00 | 1.0700 | 4,173,000.00 | 4,173,000.00 |
1.1(4).2 | CCTV Monitoring System | LS. | 1.00 | 2,850,000.00 | 2,850,000.00 | 1.0700 | 3,049,500.00 | 3,049,500.00 |
1.2 | Material Test ing Equipment and Provision of Laboratory Assistants | |||||||
1.2(1) | Testing Equipment | LS. | 1.00 | 1,630,600.00 | 1,630,600.00 | 1.0700 | 1,744,742.00 | 1,744,742.00 |
1.2(2) | Laboratory Assistants, Transport of Samples, and | LS. | 1.00 | 8,437,500.00 | 8,437,500.00 | 1.0700 | 9,028,125.00 | 9,028,125.00 |
Provision of Materials and Consumables for Testing | ||||||||
1.3 | Survey Equipment and Survey Crew | |||||||
1.3(1) | Survey Equipment | LS. | 1.00 | 364,750.00 | 364,750.00 | 1.0700 | 390,282.50 | 390,282.50 |
1.3(2) | Survey Crew | LS. | 1.00 | 4,218,750.00 | 4,218,750.00 | 1.0700 | 4,514,062.50 | 4,514,062.50 |
1.4 | Motor Vehicles, Running Expenses and Provision of Drivers | |||||||
1.4(1) | Provide Vehicles | LS. | 1.00 | 4,570,000.00 | 4,570,000.00 | 1.0700 | 4,889,900.00 | 4,889,900.00 |
1.4(2) | Running Expenses | LS. | 1.00 | 3,036,000.00 | 3,036,000.00 | 1.0700 | 3,248,520.00 | 3,248,520.00 |
1.4(3) | Provide Drivers | LS. | 1.00 | 2,700,000.00 | 2,700,000.00 | 1.0700 | 2,889,000.00 | 2,889,000.00 |
1.5 | Traffic Management | |||||||
1.5(1) 1.5(2) 1.5(3) | Detour and Access Road Provide and Maintain Temporary Traffic Signal and Traffic Signs Traffic Crew | LS. LS. LS. | 1.00 1.00 1.00 | 2,000,000.00 17,564,400.00 10,800,000.00 | 2,000,000.00 17,564,400.00 10,800,000.00 | 1.0700 1.0700 1.0700 | 2,140,000.00 18,793,908.00 11,556,000.00 | 2,140,000.00 18,793,908.00 11,556,000.00 |
1.6 | Environmental Monitoring, Protection and Mitigation | |||||||
1.6(1) | Environmental Monitoring | LS. | 1.00 | 3,098,000.00 | 3,098,000.00 | 1.0700 | 3,314,860.00 | 3,314,860.00 |
1.6(2) | Environmental Protection and Mitigation | LS. | 1.00 | 15,297,454.00 | 15,297,454.00 | 1.0700 | 16,368,275.78 | 16,368,275.78 |
1.7 | Utility Relocation (See Bill No.2) | |||||||
1.8 | System Integrated Test | |||||||
1.8(1) | System Integrated Test | LS. | 1.00 | 5,000,000.00 | 5,000,000.00 | 1.0700 | 5,350,000.00 | 5,350,000.00 |
1.10 | Plaque and Control Point | |||||||
1.10(1) | Plaque for MRTA's Safety and Right of Way Zone | |||||||
1.10(1).1 | Plaque at ground level | each | 200.00 | 5,000.00 | 1,000,000.00 | 1.0700 | 5,350.00 | 1,070,000.00 |
1.10(1).2 | Plaque at 0.60 m height | each | 200.00 | 7,500.00 | 1,500,000.00 | 1.0700 | 8,025.00 | 1,605,000.00 |
TOTAL BILL NO. 1 CARRIED TO CONTRACT 2 SUMMARY | 172,832,741.00 | 184,931,032.87 | ||||||
PAGE 1 of 1 BILL NO.1
Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | |||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No. 2 | UTILITIES WORKS | |||||||
1.7 | Utility Relocation | |||||||
1.7(1).1 | The Metropolitant Electricity Authority (MEA) | l.s. | 1.00 | 213,500,000.00 | 213,500,000.00 | 1.0700 | 228,445,000.00 | 228,445,000.00 |
1.7(1).2 | The Provincial Electricity Authority (PEA) | l.s. | 1.00 | 74,300,000.00 | 74,300,000.00 | 1.0700 | 79,501,000.00 | 79,501,000.00 |
1.7(1).3 | RTAF's Electrical System | l.s. | 1.00 | 2,000,000.00 | 2,000,000.00 | 1.0700 | 2,140,000.00 | 2,140,000.00 |
1.7(2).1 | The Metropolitant Waterworks Authority (MWA) | l.s. | 1.00 | 10,000,000.00 | 10,000,000.00 | 1.0700 | 10,700,000.00 | 10,700,000.00 |
1.7(2).2 | The Provincial Waterworks Authority (PWA) | l.s. | 1.00 | 5,500,000.00 | 5,500,000.00 | 1.0700 | 5,885,000.00 | 5,885,000.00 |
1.7.(3).1 | CAT Telecom Public Company Limited and Concessionaire | l.s. | 1.00 | 240,000,000.00 | 240,000,000.00 | 1.0700 | 256,800,000.00 | 256,800,000.00 |
1.7(3).2 | TOT Public Company Limited and Concessionaire | l.s. | 1.00 | 275,000,000.00 | 275,000,000.00 | 1.0700 | 294,250,000.00 | 294,250,000.00 |
1.7(3).3 | RTAF's Communication System | l.s. | 1.00 | 500,000.00 | 500,000.00 | 1.0700 | 535,000.00 | 535,000.00 |
1.7(4).1 | Street Lighting | l.s. | 1.00 | 400,000.00 | 400,000.00 | 1.0700 | 428,000.00 | 428,000.00 |
1.7(4).2 | Traffic Signal System | l.s. | 1.00 | 10,000,000.00 | 10,000,000.00 | 1.0700 | 10,700,000.00 | 10,700,000.00 |
1.7(5).1 | Sewage System (BMA) | l.s. | 1.00 | 13,500,000.00 | 13,500,000.00 | 1.0700 | 14,445,000.00 | 14,445,000.00 |
1.7(5).2 | Sewage System (DOH) | l.s. | 1.00 | 18,400,000.00 | 18,400,000.00 | 1.0700 | 19,688,000.00 | 19,688,000.00 |
1.7(6) | Tempory Road Renovation | l.s. | 1.00 | 1,500,000.00 | 1,500,000.00 | 1.0700 | 1,605,000.00 | 1,605,000.00 |
TOTAL BILL NO. 2 CARRIED TO CONTRACT 2 SUMMARY | 864,600,000.00 | 925,122,000.00 | ||||||
Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | |||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No. 3 3.1 | CIVIL WORKS ROAD IMPROVEMENT | |||||||
2 | EARTHWORKS | |||||||
2.2 | Clearing and Grubbing | |||||||
2.2(1) | Clearing and Grubbing | sq.m | 27,200.00 | 63.00 | 1,713,600.00 | 1.1440 | 72.07 | 1,960,358.40 |
2.4 | Fill | |||||||
2.4(1) | Earth Fill in Median and Under Sidewalk | cu.m | 13,600.00 | 678.47 | 9,227,192.00 | 1.1440 | 776.17 | 10,555,907.65 |
2.7 | Removal of Existing Structure | |||||||
2.7(1).1 | Demolition of Existing Concrete Curb and Gutter | l.m | 10,500.00 | 76.00 | 798,000.00 | 1.1440 | 86.94 | 912,912.00 |
2.7(1).2 | Existing Bus Stop Shelter to be Removed | ea | 1.00 | 37,750.00 | 37,750.00 | 1.1440 | 43,186.00 | 43,186.00 |
2.7(1).3 | Removal of Existing Concrete Pavement Surface | l.s. | 1.00 | 20,100,000.00 | 20,100,000.00 | 1.1440 | 22,994,400.00 | 22,994,400.00 |
2.7(1).10 | Demoliton of Pedestrain Bridge | ea | 3.00 | 596,000.00 | 1,788,000.00 | 1.1440 | 681,824.00 | 2,045,472.00 |
2.7(1).11 | Remove Light Pole | ea | 7.00 | 5,000.00 | 35,000.00 | 1.1440 | 5,720.00 | 40,040.00 |
7 | ROAD WORKS AND DRAINAGE WORKS | |||||||
7.1 | Subbase and Subballast | |||||||
7.1(2) | Sand Cushsion | cu.m | 2,747.00 | 831.67 | 2,284,597.49 | 1.1440 | 951.43 | 2,613,579.53 |
7.10 | Reinforced Concrete Pavement | |||||||
7.10(1) | Reinforced Concrete Pavement | sq.m | 54,940.00 | 1,043.00 | 57,302,420.00 | 1.1440 | 1,193.19 | 65,553,968.48 |
7.11 | Concrete Curb and Gutter | |||||||
7.11(2) | Concrete Curb and Gutter | l.m | 13,600.00 | 826.08 | 11,234,688.00 | 1.1440 | 945.04 | 12,852,483.07 |
7.11(3) | Concrete Barrier | l.m | 530.00 | 1,872.21 | 992,263.81 | 1.1440 | 2,141.81 | 1,135,149.80 |
0.00 | Xxxx Signs | |||||||
7.13(1) | Road Signs | ea | 13.00 | 6,070.00 | 78,910.00 | 1.1440 | 6,944.08 | 90,273.04 |
7.13(1).3 | Relocate Mounting M-1 | ea | 11.00 | 1,000.00 | 11,000.00 | 1.1440 | 1,144.00 | 12,584.00 |
7.13(1).4 | Relocate Mounting M-2 | ea | 2.00 | 1,000.00 | 2,000.00 | 1.1440 | 1,144.00 | 2,288.00 |
7.13(1).5 | Relocate Mounting M-3 | ea | 11.00 | 1,000.00 | 11,000.00 | 1.1440 | 1,144.00 | 12,584.00 |
7.13(1).6 | Relocate Mounting M-4 | ea | 3.00 | 3,000.00 | 9,000.00 | 1.1440 | 3,432.00 | 10,296.00 |
7.13(1).7 | Relocate Mounting M-5 | ea | 1.00 | 12,000.00 | 12,000.00 | 1.1440 | 13,728.00 | 13,728.00 |
7.13(2).1 | Galvanized Steel Single Post for Road Sign | ea | 13.00 | 1,300.00 | 16,900.00 | 1.1440 | 1,487.20 | 19,333.60 |
0.00 | Xxxx Markings | |||||||
7.14(2) | Reflectorized Thermoplastic Marking | sq.m | 5,212.47 | 316.00 | 1,647,138.94 | 1.1440 | 361.50 | 1,884,326.95 |
7.14(3) | Curb Marking | sq.m | 500.00 | 70.50 | 35,250.00 | 1.1440 | 80.65 | 40,326.00 |
7.15 | Concrete Paving Blocks | |||||||
7.15(1) | Concrete Block for Sidewalk | sq.m | 4,800.00 | 366.08 | 1,757,184.00 | 1.1440 | 418.80 | 2,010,218.50 |
0.00 | Xxxxxx Lighting | |||||||
7.17(1).1 | Single Arm 1-400 W. HPS. Column Attached w/t Ballast , Ignitor , Ground , Wires and Accessories | l.s. | 1.00 | 7,000,000.00 | 7,000,000.00 | 1.1440 | 8,008,000.00 | 8,008,000.00 |
7.22 | Drainage and Other Miscellaneous Structures | |||||||
7.22(1).1 | At Grade Drainage | l.s. | 1.00 | 10,561,000.00 | 10,561,000.00 | 1.1440 | 12,081,784.00 | 12,081,784.00 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
7.26 | Klong Bangkhen Modification | |||||||
7.26(1) | Klong Bangkhen Modification | l.s. | 1.00 | 15,636,500.00 | 15,636,500.00 | 1.1440 | 17,888,156.00 | 17,888,156.00 |
7.27 | CoverWay | |||||||
7.27(1) | CoverWay | l.s. | 1.00 | 682,500.00 | 682,500.00 | 1.1440 | 780,780.00 | 780,780.00 |
8 | Miscellaneous - Civil and Structural Works | |||||||
8.1 | Top Soil and Grassing | |||||||
8.1(2) | Proposed Bus Stop Shelter | ea | 3.00 | 325,000.00 | 975,000.00 | 1.1440 | 371,800.00 | 1,115,400.00 |
TOTAL BILL NO. 3 CARRIED TO CONTRACT 2 SUMMARY | 143,948,894.24 | 164,677,535.01 | ||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No. 3 3.2 | CIVIL WORKS NEW ROAD | |||||||
2 | EARTHWORKS | |||||||
2.2 | Clearing and Grubbing | |||||||
2.2(1) | Clearing and Grubbing | sq.m | 45,891.00 | 63.00 | 2,891,133.00 | 1.1440 | 72.07 | 3,307,456.15 |
2.3 | Excavation | |||||||
2.3(1) | Roadway Excavation,Earth | cu.m | 6,047.00 | 70.28 | 424,983.16 | 1.1440 | 80.40 | 486,180.74 |
2.4 | Fill | |||||||
2.4(1) | Earth Fill in Median and Under Sidework | cu.m | 4,336.00 | 678.47 | 2,941,845.92 | 1.1440 | 776.17 | 3,365,471.73 |
2.6 | Embankment | |||||||
2.6(1) | Embankment | cu.m | 22,930.00 | 718.43 | 16,473,599.90 | 1.1440 | 821.88 | 18,845,798.29 |
2.7 | Removal of Existing Structure | |||||||
2.7(1).3 | Removal of Existing Concrete pavement surface | l.s. | 1.00 | 2,891,000.00 | 2,891,000.00 | 1.1440 | 3,307,304.00 | 3,307,304.00 |
2.7(1).10 | Removal of Existing Pedestrian bridge | l.s. | 1.00 | 180,000.00 | 180,000.00 | 1.1440 | 205,920.00 | 205,920.00 |
3 | PILING WORKS | |||||||
3.3 | Bored Cast In-Situ Piles | |||||||
3.3(5) | Bored Pile 1.00 m.,dia. | l.m | 9,018.00 | 8,500.00 | 76,653,000.00 | 1.1440 | 9,724.00 | 87,691,032.00 |
3.4 | Pile Load Testing | |||||||
3.4(5).5 | Static Load Test Bored Pile Dia. 1.00 m. | ea | 2.00 | 200,000.00 | 400,000.00 | 1.1440 | 228,800.00 | 457,600.00 |
4 | STRUCTURES | |||||||
4.1 | Concrete for Structure | |||||||
4.1(1) | Lean Concrete C15 (15 MPa) | cu.m | 235.00 | 3,580.10 | 841,323.50 | 1.1440 | 4,095.63 | 962,474.08 |
4.1(7).1 | Concrete C30(30 MPa) for Approach Structure & Abutment | cu.m | 464.00 | 5,461.00 | 2,533,904.00 | 1.1440 | 6,247.38 | 2,898,786.18 |
4.1(7).2 | Concrete C30(30 MPa) for Footing | cu.m | 2,703.00 | 3,924.00 | 10,606,572.00 | 1.1440 | 4,489.06 | 12,133,918.37 |
4.1(7).3 | Concrete C30(30 MPa) for Column & Cross beam | cu.m | 4,423.00 | 5,738.00 | 25,379,174.00 | 1.1440 | 6,564.27 | 29,033,775.06 |
4.1(7).5 | Concrete C30(30 MPa) for Deck Concrete Flyover | cu.m | 3,275.00 | 6,688.00 | 21,903,200.00 | 1.1440 | 7,651.07 | 25,057,260.80 |
4.1(7).6 | Concrete C40(40 MPa) for Balance Cantiliver | cu.m | 2,802.00 | 17,662.00 | 49,488,924.00 | 1.1440 | 20,205.33 | 56,615,329.06 |
4.1(7).6(1) | Balance Cantiliver Construction | l.s. | 1.00 | 82,500,000.00 | 82,500,000.00 | 1.1440 | 94,380,000.00 | 94,380,000.00 |
4.1(7).8 | Concrete C30(30 MPa) for Cast in situ Slab | cu.m | 1,183.00 | 4,103.00 | 4,853,849.00 | 1.1440 | 4,693.83 | 5,552,803.26 |
4.2 | Reinforcement | |||||||
4.2(1).1 4.2(1).2 | Reinforcement Grade SR24 Reinforcement Grade SR24-RB9 Reinforcement Grade SD40 Reinforcement Grade SD40-DB28 Reinforcement Grade SD40-DB25 Reinforcement Grade SD40-DB20 Reinforcement Grade SD40-DB16 Reinforcement Grade SD40-DB12 | ton ton ton ton ton ton | 2.00 858.00 322.00 439.00 619.00 209.00 | 29,206.90 27,798.90 27,798.90 27,798.90 27,798.90 27,798.90 | 58,413.80 23,851,456.20 8,951,245.80 12,203,717.10 17,207,519.10 5,809,970.10 | 1.1440 1.1440 1.1440 1.1440 1.1440 1.1440 | 33,412.69 31,801.94 31,801.94 31,801.94 31,801.94 31,801.94 | 66,825.39 27,286,065.89 10,240,225.20 13,961,052.36 19,685,401.85 6,646,605.79 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
4.3 | Precast Concrete | |||||||
4.3(7).1 | Precast Concrete I-girder (13-15m) for fly over | ea | ||||||
4.3(7).2 | Precast Concrete I-girder (16-18m) for fly over | ea | 2.00 | 131,600.00 | 263,200.00 | 1.1440 | 150,550.40 | 301,100.80 |
4.3(7).3 | Precast Concrete I-girder (18-20m) for fly over | ea | ||||||
4.3(7).4 | Precast Concrete I-girder (20m) for fly over | ea | 14.00 | 162,500.00 | 2,275,000.00 | 1.1440 | 185,900.00 | 2,602,600.00 |
4.3(7).5 | Precast Concrete I-girder (25m) for fly over | ea | 10.00 | 201,100.00 | 2,011,000.00 | 1.1440 | 230,058.40 | 2,300,584.00 |
4.3(7).6 | Precast Concrete I-girder (30m) for fly over | ea | 108.00 | 239,600.00 | 25,876,800.00 | 1.1440 | 274,102.40 | 29,603,059.20 |
4.3(7).7 | Precast Concrete I-girder (35m) for fly over | ea | 8.00 | 279,100.00 | 2,232,800.00 | 1.1440 | 319,290.40 | 2,554,323.20 |
4.3(7).8 | Precast Concrete C-girder (13-15m) for fly over | ea | 4.00 | 116,300.00 | 465,200.00 | 1.1440 | 133,047.20 | 532,188.80 |
4.3(7).9 | Precast Concrete C-girder (16-18m) for fly over | ea | 2.00 | 141,300.00 | 282,600.00 | 1.1440 | 161,647.20 | 323,294.40 |
4.3(7).11 | Precast Concrete C-girder (20m) for fly over | ea | 14.00 | 174,800.00 | 2,447,200.00 | 1.1440 | 199,971.20 | 2,799,596.80 |
4.3(7).12 | Precast Concrete C-girder (25m) for fly over | ea | 4.00 | 216,400.00 | 865,600.00 | 1.1440 | 247,561.60 | 990,246.40 |
4.3(7).13 | Precast Concrete C-girder (30m) for fly over | ea | 60.00 | 258,100.00 | 15,486,000.00 | 1.1440 | 295,266.40 | 17,715,984.00 |
4.3(7).14 | Precast Concrete C-girder (35m) for fly over | ea | 8.00 | 299,900.00 | 2,399,200.00 | 1.1440 | 343,085.60 | 2,744,684.80 |
4.3(7).15 | PC Plank for Permanent Formwork | sq.m | 8,480.00 | 3,990.00 | 33,835,200.00 | 1.1440 | 4,564.56 | 38,707,468.80 |
4.13 | Joint and Bearing | |||||||
4.13(1).3 4.13(2).2 4.13(4).1 4.13(8).1 | Expansion Joint type1 Expansion Joint type2 Strip Bearings for fly over Pot Bearings Elastomeric Bearings for fly over | m. m. m. ea ea | 881.00 48.00 541.00 12.00 369.00 | 2,600.00 2,800.00 800.00 106,200.00 1,100.00 | 2,290,600.00 134,400.00 432,800.00 1,274,400.00 405,900.00 | 1.1440 1.1440 1.1440 1.1440 1.1440 | 2,974.40 3,203.20 915.20 121,492.80 1,258.40 | 2,620,446.40 153,753.60 495,123.20 1,457,913.60 464,349.60 |
4.15 | Concrete Railing | |||||||
4.15(1) | Concrete Railing | m. | 2,777.00 | 3,000.00 | 8,331,000.00 | 1.1440 | 3,432.00 | 9,530,664.00 |
7 | ROAD WORKS AND DRAINAGE WORKS | |||||||
7.1 | Subbase and Subballast | |||||||
7.1(2) | Sand Cushion | cu.m | 5,789.00 | 831.67 | 4,814,537.63 | 1.1440 | 951.43 | 5,507,831.05 |
7.2 | Aggregate Base Course | |||||||
7.2(1) | Crushed Rock Base | cu.m | 6,625.00 | 837.44 | 5,548,040.00 | 1.1440 | 958.03 | 6,346,957.76 |
7.10 | Reinforced Concrete Pavement | |||||||
7.10(1) | Reinforced Concrete Pavement | sq.m | 28,615.00 | 1,043.00 | 29,845,445.00 | 1.1440 | 1,193.19 | 34,143,189.08 |
7.11 | Concrete Curb and Gutter | |||||||
7.11(2) | Concrete Curb and Xxxxxx | l.m | 5,340.00 | 826.08 | 4,411,267.20 | 1.1440 | 945.04 | 5,046,489.68 |
7.11(3) | Concrete Barrier | l.m | 900.00 | 1,872.21 | 1,684,989.00 | 1.1440 | 2,141.81 | 1,927,627.42 |
0.00 | Xxxx Signs | |||||||
7.13(1).1 | Road Signs | sq.m | 6.00 | 6,070.00 | 36,420.00 | 1.1440 | 6,944.08 | 41,664.48 |
7.13(1).2 | Sign boards | sq.m | 144.00 | 3,651.00 | 525,744.00 | 1.1440 | 4,176.74 | 601,451.14 |
7.13(2).1 | Single Post | ea | 8.00 | 1,897.00 | 15,176.00 | 1.1440 | 2,170.17 | 17,361.34 |
7.13(2).2 | Steel pole for Overhanging traffic sign | ea | 6.00 | 46,090.00 | 276,540.00 | 1.1440 | 52,726.96 | 316,361.76 |
7.13(2).3 | Steel frame for mounting Overhead sign | ea | 5.00 | 114,900.00 | 574,500.00 | 1.1440 | 131,445.60 | 657,228.00 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
7.13(2).4 | Overhead sign boards mounting at Bridge deck | ea | 1.00 | 127,506.00 | 127,506.00 | 1.1440 | 145,866.86 | 145,866.86 |
0.00 | Xxxx Markings | |||||||
7.14(3) | Curb Marking | sq.m | 1,792.00 | 70.50 | 126,336.00 | 1.1440 | 80.65 | 144,528.38 |
7.15 | Concrete Paving Blocks | |||||||
7.15(1) | Concrete Block for Sidewalk | sq.m | 15,107.00 | 366.08 | 5,530,370.56 | 1.1440 | 418.80 | 6,326,743.92 |
7.17 | Steet Lighting | |||||||
7.17(1).2 7.17(2) | Single Arm (Pole=9m.) 1-250 W. HPS. Column Attached w/t Ballast , Ignitor , Ground , Wires and Accessories Supply Pillar W/T Safety Switch 3R, Conc Foundation, Conduit, Ground, Wires and Accessories | l.s. l.s. | 1.00 1.00 | 3,350,000.00 2,453,000.00 | 3,350,000.00 2,453,000.00 | 1.1440 1.1440 | 3,832,400.00 2,806,232.00 | 3,832,400.00 2,806,232.00 |
7.22 | Drainage and Other Miscellaneous Structures | |||||||
7.22(1).1 | At Grade Drainage | l.s. | 1.00 | 14,690,000.00 | 14,690,000.00 | 1.1440 | 16,805,360.00 | 16,805,360.00 |
8 | Miscellaneous - Civil and Structural Works | |||||||
8.1 | Top Soil and Grassing | |||||||
8.1(1) | Block Sodding | sq.m | 5,580.00 | 39.00 | 217,620.00 | 1.1440 | 44.62 | 248,957.28 |
TOTAL BILL NO. 3 CARRIED TO CONTRACT 2 SUMMARY | 544,581,221.97 | 623,000,917.93 | ||||||
MRT GREEN LINE PROJECT MOCHIT - SAPHAN MAI - KHU KHOT BILLS OF QUANTITY
CONTRACT 2 : CIVIL WORK (MAIN LINE INFRASTRUCTURE : SAPHAN MAI - KHU KHOT) Unit : Baht
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No.4 | ELEVATED STRUCTURE | |||||||
CIVIL AND STRUCTURAL WORKS | ||||||||
2 | EARTHWORKS | |||||||
2.2 | Clearing and Grubbing | |||||||
2.2(1) | Clearing and Grubbing | sq.m | 13,728.00 | 15.00 | 205,920.00 | 1.1479 | 17.22 | 236,375.57 |
2.5 | Excavation & Backfill for Structure | |||||||
2.5(1) | Excavation & Backfill for Structure Including Sheet Pile | cu.m | 7,964.00 | 1,115.00 | 8,879,860.00 | 1.1479 | 1,279.91 | 10,193,191.29 |
2.7 | Removal of Existing Structures | |||||||
2.7(1) | Demolition of existing Concrete Curb and Gutter | m. | 3,811.00 | 76.00 | 289,636.00 | 1.1479 | 87.24 | 332,473.16 |
3 | PILING WORKS | |||||||
3.3 | Bored Cast In-Situ Piles | |||||||
3.3(8) | Bored Pile 1.20 m.,dia. | l.m | 5,088.00 | 8,300.00 | 42,230,400.00 | 1.1479 | 9,527.57 | 48,476,276.16 |
3.3(9) | Bored Pile 1.50 m.,dia. | l.m | 530.00 | 13,000.00 | 6,890,000.00 | 1.1479 | 14,922.70 | 7,909,031.00 |
3.3(10) | Bored Pile 1.80 m.,dia. | l.m | 6,996.00 | 21,800.00 | 152,512,800.00 | 1.1479 | 25,024.22 | 175,069,443.12 |
3.3(11) | Bored Pile 2.00 m.,dia. | l.m | 6,005.00 | 31,800.00 | 190,959,000.00 | 1.1479 | 36,503.22 | 219,201,836.10 |
3.4(1).6 | Pilot Berrette Pile Dia. 1.00x3.00 m. | ea | 1.00 | 8,082,000.00 | 8,082,000.00 | 1.1479 | 9,277,327.80 | 9,277,327.80 |
3.4(2).8 | Pilot Bored Pile Dia. 1.20 m. | ea | 1.00 | 2,332,000.00 | 2,332,000.00 | 1.1479 | 2,676,902.80 | 2,676,902.80 |
3.4(2).9 | Pilot Bored Pile Dia. 1.50 m. | ea | 1.00 | 3,355,000.00 | 3,355,000.00 | 1.1479 | 3,851,204.50 | 3,851,204.50 |
3.4(2).10 | Pilot Bored Pile Dia. 1.80 m. | ea | 1.00 | 5,107,000.00 | 5,107,000.00 | 1.1479 | 5,862,325.30 | 5,862,325.30 |
3.4(2).11 | Pilot Bored Pile Dia. 2.00 m. | ea | 1.00 | 7,013,000.00 | 7,013,000.00 | 1.1479 | 8,050,222.70 | 8,050,222.70 |
3.4(11).6 | Static Load Test on Berrette Pile 3.0 x 1.0 m. for Viaduct | ea | 1.00 | 750,000.00 | 750,000.00 | 1.1479 | 860,925.00 | 860,925.00 |
3.4(12).8 | Static Load Test on Bored Pile Dia. 1.20 m. | ea | 1.00 | 325,000.00 | 325,000.00 | 1.1479 | 373,067.50 | 373,067.50 |
3.4(12).9 | Static Load Test on Bored Pile Dia. 1.50 m. | ea | 1.00 | 400,000.00 | 400,000.00 | 1.1479 | 459,160.00 | 459,160.00 |
3.4(12).10 | Static Load Test on Bored Pile Dia. 1.80 m. | ea | 1.00 | 550,000.00 | 550,000.00 | 1.1479 | 631,345.00 | 631,345.00 |
3.4(12).11 | Static Load Test on Bored Pile Dia. 2.00 m. | ea | 1.00 | 650,000.00 | 650,000.00 | 1.1479 | 746,135.00 | 746,135.00 |
3.4(7).1 | Dynamic Load Test on Working Piles | |||||||
3.4(47).9 | Dynamic Load Test on Working Piles , Bored Pile Dia. 1.5 m. | ea | 1.00 | 100,000.00 | 100,000.00 | 1.1479 | 114,790.00 | 114,790.00 |
3.4(47).10 | Dynamic Load Test on Working Piles , Bored Pile Dia. 1.8 m. | ea | 3.00 | 138,000.00 | 414,000.00 | 1.1479 | 158,410.20 | 475,230.60 |
3.4(47).11 | Dynamic Load Test on Working Piles , Bored Pile Dia. 2 m. | ea | 3.00 | 163,000.00 | 489,000.00 | 1.1479 | 187,107.70 | 561,323.10 |
3.4(48).22 | Dynamic Load Test on Working Piles , Barrette Pile 0.8x3.00 m. | ea | 1.00 | 156,000.00 | 156,000.00 | 1.1479 | 179,072.40 | 179,072.40 |
3.4(48).6 | Dynamic Load Test on Working Piles , Barrette Pile 1.0x3.00 m. | ea | 1.00 | 188,000.00 | 188,000.00 | 1.1479 | 215,805.20 | 215,805.20 |
3.4(48).23 | Dynamic Load Test on Working Piles , Barrette Pile 1.5x3.00 m. | ea | 1.00 | 225,000.00 | 225,000.00 | 1.1479 | 258,277.50 | 258,277.50 |
3.4(48).21 | Dynamic Load Test on Working Piles , Barrette Pile 0.8x6.0 m. | ea | 1.00 | 250,000.00 | 250,000.00 | 1.1479 | 286,975.00 | 286,975.00 |
3.4(49).9 | Dynamic Load Test for Pilot Piles , Bored Pile Dia. 1.5 m. | ea | 1.00 | 100,000.00 | 100,000.00 | 1.1479 | 114,790.00 | 114,790.00 |
3.4(49).10 | Dynamic Load Test for Pilot Piles , Bored Pile Dia. 1.8 m. | ea | 1.00 | 138,000.00 | 138,000.00 | 1.1479 | 158,410.20 | 158,410.20 |
3.4(49).11 | Dynamic Load Test for Pilot Piles , Bored Pile Dia. 2 m. | ea | 1.00 | 163,000.00 | 163,000.00 | 1.1479 | 187,107.70 | 187,107.70 |
3.4(26) | Seismic Test on Bored Pile & Barrette Pile for Viaduct | ea | 410.00 | 500.00 | 205,000.00 | 1.1479 | 573.95 | 235,319.50 |
3.4(35) | Sonic logging Test on Bored Pile & Barrette Pile for Viaduct | ea | 211.00 | 42,000.00 | 8,862,000.00 | 1.1479 | 48,211.80 | 10,172,689.80 |
3.4(52).10 | Lateral Load Test for Bored Pile Dia. 1.80 m for Viaduct | ea | 1.00 | 250,000.00 | 250,000.00 | 1.1479 | 286,975.00 | 286,975.00 |
3.4(52).11 | Lateral Load Test for Bored Pile Dia. 2.00 m for Viaduct | ea | 1.00 | 300,000.00 | 300,000.00 | 1.1479 | 344,370.00 | 344,370.00 |
3.5 | Cast In-Situ Barrette Piles / Diaphragm Wall | |||||||
3.5(1).1 | Berrette Pile 3 m x 0.8 m for viaduct | l.m | 318.00 | 27,900.00 | 8,872,200.00 | 1.1479 | 32,026.41 | 10,184,398.38 |
3.5(2).1 | Berrette Pile 3 m x 1 m for viaduct | l.m | 2,438.00 | 32,300.00 | 78,747,400.00 | 1.1479 | 37,077.17 | 90,394,140.46 |
3.5(3).1 | Berrette Pile 3 m x 1.5 m for viaduct | l.m | 265.00 | 46,800.00 | 12,402,000.00 | 1.1479 | 53,721.72 | 14,236,255.80 |
3.5(5).1 | Berrette Pile 6 m x 0.8 m for viaduct | l.m | 212.00 | 63,600.00 | 13,483,200.00 | 1.1479 | 73,006.44 | 15,477,365.28 |
MRT GREEN LINE PROJECT MOCHIT - SAPHAN MAI - KHU KHOT BILLS OF QUANTITY
CONTRACT 2 : CIVIL WORK (MAIN LINE INFRASTRUCTURE : SAPHAN MAI - KHU KHOT) Unit : Baht
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No.4 | ELEVATED STRUCTURE | |||||||
CIVIL AND STRUCTURAL WORKS | ||||||||
4 | STRUCTURES | |||||||
4.1 | Concrete for Structure | |||||||
4.1(1) | Lean Concrete C15 (15 MPa) | cu.m | 337.00 | 3,708.00 | 1,249,596.00 | 1.1479 | 4,256.41 | 1,434,411.25 |
4.1(2).2 | Concrete C35(35 MPa) for Footing | cu.m | 7,964.00 | 3,481.00 | 27,722,684.00 | 1.1479 | 3,995.84 | 31,822,868.96 |
4.1(2).3 | Concrete C35(35 MPa) for Column & Cross beam | cu.m | 8,837.00 | 4,093.00 | 36,169,841.00 | 1.1479 | 4,698.35 | 41,519,360.48 |
4.1(2).4 | Concrete C35(35 MPa) for Portal Frame | cu.m | 2,235.00 | 5,170.00 | 11,554,950.00 | 1.1479 | 5,934.64 | 13,263,927.11 |
4.1(2).6 | Concrete C40(40 MPa) for Column | cu.m | 4,925.00 | 4,251.00 | 20,936,175.00 | 1.1479 | 4,879.72 | 24,032,635.28 |
4.1(2).8 | Concrete C40(40 MPa) for Balance Cantiliver | cu.m | 1,095.00 | 55,832.00 | 61,136,040.00 | 1.1479 | 64,089.55 | 70,178,060.32 |
4.1(2).8.1 | Concrete C40(40 MPa) for Column Balance Cantiliver | cu.m | 220.00 | 4,077.00 | 896,940.00 | 1.1479 | 4,679.99 | 1,029,597.43 |
4.2 | Reinforcement | |||||||
4.2(1).2.2 | Reinforcement Grade SD40-DB12 | ton | 370.60 | 32,216.43 | 11,939,408.96 | 1.1479 | 36,981.24 | 13,705,247.54 |
4.2(1).2.3 | Reinforcement Grade SD40-DB16 | ton | 1,063.50 | 31,991.43 | 34,022,885.81 | 1.1479 | 36,722.96 | 39,054,870.62 |
4.2(1).2.4 | Reinforcement Grade SD40-DB20 | ton | 242.60 | 31,991.43 | 7,761,120.92 | 1.1479 | 36,722.96 | 8,908,990.70 |
4.2(1).2.5 | Reinforcement Grade SD40-DB25 | ton | 650.10 | 31,991.43 | 20,797,628.64 | 1.1479 | 36,722.96 | 23,873,597.92 |
4.2(1).2.6 | Reinforcement Grade SD40-DB28 | ton | 304.10 | 31,991.43 | 9,728,593.86 | 1.1479 | 36,722.96 | 11,167,452.90 |
4.2(1).3.2 | Reinforcement Grade SD50-DB28A | ton | 45.60 | 33,964.76 | 1,548,793.19 | 1.1479 | 38,988.15 | 1,777,859.71 |
4.2(1).3.3 | Reinforcement Grade SD50-DB32 | ton | 2,172.20 | 33,928.10 | 73,698,618.82 | 1.1479 | 38,946.07 | 84,598,644.54 |
4.2(2).2 | Structural Earthing and Bonding for Elevated Structures (pier) | ea. | 229.00 | 37,810.78 | 8,658,669.74 | 1.1479 | 43,403.00 | 9,939,287.00 |
4.2(2).3 | Structural Earthing and Bonding for Elevated Structures | lm. | 5,857.00 | 820.63 | 4,806,423.90 | 1.1479 | 942.00 | 5,517,294.00 |
(Mainline -viaduct or Station - twin box) | ||||||||
4.4 | Prestressing Reinforcement | |||||||
4.4(1).1 | Prestressing Tendons (Post-Tensioned) | ton | 144.64 | 109,000.00 | 15,766,142.01 | 1.1479 | 125,121.10 | 18,097,954.41 |
4.5 | Precast Segmental Viaduct | |||||||
4.5(1) | Segmental Box Girder Type TB2 | l.m. | 3,418.00 | 141,645.00 | 484,142,610.00 | 1.1479 | 162,594.30 | 555,747,302.02 |
4.5(2) | Segmental Box Girder Type B2 | l.m. | 2,225.00 | 137,978.00 | 307,001,050.00 | 1.1479 | 158,384.95 | 352,406,505.30 |
4.5(3) | Segmental Box Girder Type PB2 | l.m. | 875.00 | 273,524.00 | 239,333,500.00 | 1.1479 | 313,978.20 | 274,730,924.65 |
4.5(7) | Epoxy Bonding Agent | l.m. | 5,857.00 | 1,635.16 | 9,577,131.28 | 1.1479 | 1,877.00 | 10,993,589.00 |
4.13 | Joint and Bearing | |||||||
4.13.(1).5 | Mechanical Bearing | ea | 578.00 | 80,885.00 | 46,751,530.00 | 1.1479 | 92,847.89 | 53,666,081.29 |
4.13.(3).3 | Expansion Joint | m. | 1,053.00 | 8,960.00 | 9,434,880.00 | 1.1479 | 10,285.18 | 10,830,298.75 |
4.15 | Concrete Railing | |||||||
4.15(1) | Concrete Railing | m. | 13,036.00 | 4,150.00 | 54,099,400.00 | 1.1479 | 4,763.79 | 62,100,701.26 |
4.16 | Noise Barrier | |||||||
4.16(1) | Noise Barrier | sq.m | 2,276.00 | 10,000.00 | 22,760,000.00 | 1.1479 | 11,479.00 | 26,126,204.00 |
4.17 | Full Span Load Testing | |||||||
4.17(1) | Full Span Load Testing for Elevated Structure | l.s. | 1.00 | 2,350,000.00 | 2,350,000.00 | 1.1479 | 2,697,565.00 | 2,697,565.00 |
7.2 | Drainage of Structures | |||||||
7.20(1) | On Deck Drainage | m. | 5,857.00 | 2,696.00 | 15,790,472.00 | 1.1479 | 3,094.74 | 18,125,882.81 |
TOTAL BILL NO.4 CARRIED TO CONTRACT 2 SUMMARY | 2,095,511,501.14 | 2,405,437,652.16 | ||||||
Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | |||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No.5 | ARCHITECTURAL WORKS N21 : BHUMIBOL ADULYADEJ HOSPITAL STATION | |||||||
9 | FLOOR FINISHES | |||||||
9.2 | Exposed Aggregate Concrete Toppings (Washed Gravel) | |||||||
9.2(1) 9.2(2) 9.2.(3) | Cement Screed, Steel Trowel Finish Washed Gravel Fluid-Appiled Waterproofing At Lift Pit | sq.m. sq.m. sq.m | 450.00 47.00 100.00 | 182.00 461.00 392.00 | 81,900.00 21,667.00 39,200.00 | 1.1781 1.1781 1.1781 | 214.41 543.10 461.82 | 96,486.39 25,525.89 46,181.52 |
9.3 | Precast Architectural Concrete | |||||||
9.3(1) | Edge Paver Exposed Concrete | m. | 270.00 | 2,470.00 | 666,900.00 | 1.1781 | 2,909.91 | 785,674.89 |
9.4 | Architectural Concrete Flooring (Not Used) | |||||||
9.5 | Floor Hardener | |||||||
9.5(1) | Floor Hardener | sq.m. | 750.00 | 432.00 | 324,000.00 | 1.1781 | 508.94 | 381,704.40 |
9.6 | Epoxy Resin | |||||||
9.6(1) 9.6(2) | Epoxy Resin Coating Anti-Dust Epoxy Resin Coating | sq.m. sq.m. | 70.00 22.00 | 339.00 932.00 | 23,730.00 20,504.00 | 1.1781 1.1781 | 399.38 1,097.99 | 27,956.31 24,155.76 |
9.7 | Concrete Paving | |||||||
9.7(1) | Obstructing Block | sq.m. | 258.00 | 1,143.00 | 294,894.00 | 1.1781 | 1,346.57 | 347,414.62 |
9.8 | Stone Flooring and Facing (Granite Tile) | |||||||
9.8(1) | 300 x 300 x 25 mm. Grey Granite Waterjet Finish | sq.m. | 3,785.38 | 1,378.00 | 5,216,249.74 | 1.1781 | 1,623.42 | 6,145,263.82 |
9.9 | Ceramic / Mosaic Tile (Homogeneous Tile) | |||||||
9.9(1) | Nonslip Ceramic Tiles 200 x 200 mm. | sq.m. | 55.00 | 440.00 | 24,200.00 | 1.1781 | 518.36 | 28,510.02 |
9.10 | Terrazzo (Not Used) | |||||||
9.11 | Carpet (Not Used) | |||||||
9.12 | Resilient Floor Tile | |||||||
9.12(1) | PVC. Floor Tile 300 x 300 mm. | sq.m. | 131.00 | 495.00 | 64,845.00 | 1.1781 | 583.16 | 76,393.89 |
9.13 | Raised Access Flooring | |||||||
9.13(1) 9.13(2) | Raised Floor W/Vinyl Tiles, Non-Combustible Anti - Static Abraision Resistance (600 x 600 x 3 mm ) Steel Raised Floor W/Hot Dipped Galvanized | sq.m. sq.m. | 110.00 80.00 | 2,803.00 2,722.00 | 308,330.00 217,760.00 | 1.1781 1.1781 | 3,302.21 3,206.79 | 363,243.57 256,543.06 |
9.14 | Architectural Joint Systems | |||||||
9.14(1) | Architectural Joint Systems (Width = 50mm.) | m. | 155.00 | 5,300.00 | 821,500.00 | 1.1781 | 6,243.93 | 967,809.15 |
9.15 | Metal Gratings (Not Used) | |||||||
9.16 | Metal Deck (Not Used) | |||||||
9.17 | Metal Flooring (Architectural Metal Works) | |||||||
9.17(1) | Stainless Steel Gutter Covers | m. | 211.00 | 6,086.00 | 1,284,146.00 | 1.1781 | 7,169.92 | 1,512,852.40 |
9.18 | Floor Mats and Frames (Not Used) | |||||||
9.19 | Floor Tape | |||||||
9.19(1) | Floor Tape | m. | 280.00 | 120.00 | 33,600.00 | 1.1781 | 141.37 | 39,584.16 |
9.20 9.20.1 | Floor Marking Arrow, Stainless Steel Plate | ea | 96.00 | 411.00 | 39,456.00 | 1.1781 | 484.20 | 46,483.11 |
10 | WALL BASE | |||||||
10.1 10.1(1) | Resilient Wall Base 150 mm. PVC Rubber Base | m. | 141.00 | 82.00 | 11,562.00 | 1.1781 | 96.60 | 13,621.19 |
10.2 | Metal Wall Base | |||||||
10.2(1) 10.2(2) | Stainless Steel Strip Stainless Steel Baseboard | m. m. | 348.00 447.00 | 1,063.00 1,158.00 | 369,924.00 517,626.00 | 1.1781 1.1781 | 1,252.32 1,364.24 | 435,807.46 609,815.19 |
10.3 | Stone Wall Base (Not Used) | |||||||
10.4 | Anti-Dust Expoxy Resin | |||||||
10.4(1) | Anti-Dust Epoxy Resin Coating 150 mm. H. | m. | 350.00 | 702.00 | 245,700.00 | 1.1781 | 827.03 | 289,459.17 |
10.5 | Ceramic Wall Base Tile | |||||||
10.5(1) | Ceramic Wall Base Tile | m. | 24.00 | 81.00 | 1,944.00 | 1.1781 | 95.43 | 2,290.23 |
11 | WALL FINISHES | |||||||
11.1 | Cast-In-Place Architectural Concrete (Not Used) | |||||||
11.2 11.2.1 | Exposed Aggregate Concrete Washed Gravel | sq.m. | 40.00 | 471.00 | 18,840.00 | 1.1781 | 554.89 | 22,195.40 |
11.3 | Precast Architectural Concrete (Not Used) | |||||||
11.4 | Unit Masonry Assemblies | |||||||
11.4(1) 11.4(2) 11.4(3) | Light Weight Blockwork Plastering 100 mm. Light Weight Blockwork Plastering 120 - 125 mm. Light Weight Blockwork Plastering 200 mm. | sq.m. sq.m. sq.m. | 408.00 268.00 1,838.00 | 418.00 481.00 668.00 | 170,544.00 128,908.00 1,227,784.00 | 1.1781 1.1781 1.1781 | 492.45 566.67 786.97 | 200,917.89 151,866.51 1,446,452.33 |
11.5 | Dry Wall Systems (Not Used) | |||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
11.6 | Metal Wall Panel | |||||||
11.6(1) | Aluminium Composite Cladding thk. 4 mm. | sq.m. | 4,500.00 | 2,450.00 | 11,025,000.00 | 1.1781 | 2,886.35 | 12,988,552.50 |
11.7 | Profiled Corrugated Metal Siding | |||||||
11.7(1) | Metal Sheet Panel | sq.m. | 800.00 | 645.00 | 516,000.00 | 1.1781 | 759.87 | 607,899.60 |
11.8 | Stone Facing (Not Used) | |||||||
11.9 | Ceramic (Homogeneous Tile) | |||||||
11.9(1) 11.9(2) | Ceramic Tile 200 x 200 mm. Mosaic Tile 1" x 1" | sq.m. sq.m. | 120.00 1,360.00 | 393.00 1,137.00 | 47,160.00 1,546,320.00 | 1.1781 1.1781 | 462.99 1,339.50 | 55,559.20 1,821,719.59 |
11.10 | Painting | |||||||
11.10(1) 11.10(2) 11.10(3) 11.10(4) | Painting-Exterior Painting-Interior Polyurethene Paint Rust Protection Paint | sq.m. sq.m. sq.m. sq.m. | 200.00 1,600.00 5,000.00 5,000.00 | 82.00 82.00 248.00 248.00 | 16,400.00 131,200.00 1,240,000.00 1,240,000.00 | 1.1781 1.1781 1.1781 1.1781 | 96.60 96.60 292.17 292.17 | 19,320.84 154,566.72 1,460,844.00 1,460,844.00 |
11.11 | Ornamental Railing | |||||||
11.11(1) 11.11(2) 11.11(3) 11.11(4) | Stainless Steel Handrail with Compact High Pressure Laminated High 1.20 m. Panel Steel Pipe Railing Flat Bar Steel Railing | m. m. m. m. | 500.00 300.00 150.00 95.00 | 22,000.00 7,432.00 3,688.00 5,945.00 | 11,000,000.00 2,229,600.00 553,200.00 564,775.00 | 1.1781 1.1781 1.1781 1.1781 | 25,918.20 8,755.64 4,344.83 7,003.80 | 12,959,100.00 2,626,691.76 651,724.92 665,361.43 |
11.12 | Glazing (Glass and Glazing) | |||||||
11.12(1) | 10 mm. thk. Tempered Glass | sq.m. | 56.00 | 15,800.00 | 884,800.00 | 1.1781 | 18,613.98 | 1,042,382.88 |
11.13 | Architectural Joint Systems | |||||||
11.13(1) | Expansion Joint (Width = 50mm.) | m. | 275.00 | 4,200.00 | 1,155,000.00 | 1.1781 | 4,948.02 | 1,360,705.50 |
11.14 | Metal Gratings (Not Used) | |||||||
11.15 | Wire Mesh Partition (Not Used) | |||||||
11.16 | Metal Fabrication (Miscellaneous Metal) | |||||||
11.16(1) | Expanded Metal W/Powder Coating | sq.m. | 202.00 | 6,688.00 | 1,350,976.00 | 1.1781 | 7,879.13 | 1,591,584.83 |
11.17 | Chain Link Partition (Not Used) | |||||||
11.18 | Xxxxxxx and Vents | |||||||
11.18(1) 11.18(2) | Aluminium Louver Width 150 mm. Aluminium Louver (Ticket Office Room) | sq.m. sq.m. | 21.00 72.00 | 3,800.00 3,800.00 | 79,800.00 273,600.00 | 1.1781 1.1781 | 4,476.78 4,476.78 | 94,012.38 322,328.16 |
11.19 | Fixed Aluminium Solar Shading | |||||||
11.19(1) | Aluminium Shading | sq.m. | 520.00 | 5,000.00 | 2,600,000.00 | 1.1781 | 5,890.50 | 3,063,060.00 |
11.20 | Glass Fiber Reinforced Concrete (Not Used) | |||||||
11.21 | Translucent Panel (Not Used) | |||||||
11.22 | High Pressure Laminated | |||||||
11.22(1) | High Pressure Laminated | sq.m. | 200.00 | 3,292.00 | 658,400.00 | 1.1781 | 3,878.31 | 775,661.04 |
11.23 | Plastering | |||||||
11.23(1) | Plastering Light Weight Blockwork | sq.m. | 2,954.00 | 153.00 | 451,962.00 | 1.1781 | 180.25 | 532,456.43 |
11.24 | Structural Steel Finishes (Not Used) | sq.m. | ||||||
11.25 | Caulking (Not Used) | m. | ||||||
12 | CEILING | |||||||
12.1 | Cast-In-Place Architectural Concrete | |||||||
12.1(1) | Exposed Ceiling Concrete Smooth | sq.m. | 900.00 | 165.00 | 148,500.00 | 1.1781 | 194.39 | 174,947.85 |
12.2 | Gypsum Board | |||||||
12.2(1) | Gypsum Board/Alum.T-Bar | sq.m. | 555.00 | 282.00 | 156,510.00 | 1.1781 | 332.22 | 184,384.43 |
12.3 | Acoustic Treatment (Not Used) | 1.1781 | 779.90 | 1,737,622.10 | ||||
12.3.1 | Sound Absorbtion | sq.m | 2,228.00 | 662.00 | 1,474,936.00 | |||
12.4 | Metal Ceilings | |||||||
12.4.1 12.4.2 12.4.3 12.4.4 12.4.5 | Metal Plank W/Powder Coating, 0.6mm.thk. Aluminium Plank W/Powder (Perforated),0.9mm.thk. Aluminium Linear W/Powder (Perforated),0.6mm.thk. Aluminium Linear W/Powder (Coating),0.6mm.thk. Aluminium Plank W/Powder (Perforated),1mm.thk. | sq.m. sq.m. sq.m. sq.m. sq.m. | 811.00 1,200.00 41.00 85.00 2,228.00 | 1,800.00 2,700.00 2,150.00 1,750.00 2,820.00 | 1,459,800.00 3,240,000.00 88,150.00 148,750.00 6,282,960.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 2,120.58 3,180.87 2,532.92 2,061.68 3,322.24 | 1,719,790.38 3,817,044.00 103,849.52 175,242.38 7,401,955.18 |
12.5 | Metal Fabric Ceiling | |||||||
12.5(1) | Wire Mesh | sq.m. | 330.00 | 1,274.00 | 420,420.00 | 1.1781 | 1,500.90 | 495,296.80 |
12.6 | Metal Composite Ceiling | |||||||
12.6(1) 12.6(2) | Aluminium Composite Panel Aluminium Shading | sq.m. sq.m. | 817.00 75.00 | 2,550.00 2,550.00 | 2,083,350.00 191,250.00 | 1.1781 1.1781 | 3,004.16 3,004.16 | 2,454,394.64 225,311.63 |
12.7 | Translucent Ceiling (Not Used) | |||||||
12.8 | Wood Concrete Board | |||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
12.8(1) | Fiber Cement Board | sq.m. | 178.00 | 757.00 | 134,746.00 | 1.1781 | 891.82 | 158,744.26 |
13 | ROOFING | |||||||
13.1 | Metal Roofing | |||||||
13.1(1) 13.1(2) 13.1(3) | Metal Sheet Roofing Roofing Service Safety Rail | sq.m. set m. | 4,000.00 4.00 315.00 | 645.00 40,000.00 3,000.00 | 2,580,000.00 160,000.00 945,000.00 | 1.1781 1.1781 1.1781 | 759.87 47,124.00 3,534.30 | 3,039,498.00 188,496.00 1,113,304.50 |
13.2 | Flashing and Trim | |||||||
13.2(1) | Flashing | m. | 368.00 | 457.00 | 168,176.00 | 1.1781 | 538.39 | 198,128.15 |
13.3 | Polycarbonate-Panel Assemblies (Not Used) | |||||||
13.4 | Glazed Skylight | |||||||
13.4(1) | Skylight Roofing | sq.m. | ||||||
13.5 | Roof Gutter | |||||||
13.5(1) | Stainless Steel Gutter | m. | 347.00 | 3,872.00 | 1,343,584.00 | 1.1781 | 4,561.60 | 1,582,876.31 |
13.6 | Thermal Insulation | |||||||
13.6(1) | Ceramic Coating | sq.m. | 3,200.00 | 180.00 | 576,000.00 | 1.1781 | 212.06 | 678,585.60 |
14 | TOILET AND ACCESSORIES | |||||||
14.1 14.1.1 14.1.2 14.1.3 14.1.4 14.1.5 14.1.6 14.1.7 14.1.8 14.1.9 14.1.10 14.1.11 14.1.12 14.1.13 14.1.14 14.1.15 14.1.16 14.1.17 14.1.18 14.1.19 14.1.20 14.1.21 14.1.22 | Toilet Fixtures and Accessories Under counter lavatory Flush valve water closet Rinsing hand Spray Faucet Wall hange urinal Shower Paper Holder Soap Holder Towel Bar Wall Tap Floor Drain Robe hook w/stopper Aluminium framed mirror - 0.50x0.60 m. - 0.80x1.60 m. Ball vale tap Wall hange lavatory Swingable handrail(Lift up) Floor Mounted Urinal With Sensor Handrail for watercloset Handrail for urinal Wall handrail L=1.20 m. Wall handrail L=0.60 m. Light box - L= 1.60 m. | Sum set set set set set set set set set set set set set set set set set set set set set set set | 5.00 5.00 5.00 5.00 1.00 2.00 5.00 2.00 2.00 3.00 3.00 5.00 1.00 2.00 12.00 4.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 | 5,778.00 13,958.00 1,010.00 1,340.00 12,008.00 2,720.00 623.00 603.00 1,560.00 378.00 410.00 470.00 1,010.00 3,160.00 200.00 2,188.00 12,635.00 40,725.00 15,545.00 3,135.00 3,815.00 1,915.00 5,000.00 | 28,890.00 69,790.00 5,050.00 6,700.00 12,008.00 5,440.00 3,115.00 1,206.00 3,120.00 1,134.00 1,230.00 2,350.00 1,010.00 6,320.00 2,400.00 8,752.00 12,635.00 40,725.00 15,545.00 3,135.00 3,815.00 1,915.00 15,000.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 6,807.06 16,443.92 1,189.88 1,578.65 14,146.62 3,204.43 733.96 710.39 1,837.84 445.32 483.02 553.71 1,189.88 3,722.80 235.62 2,577.68 14,885.29 47,978.12 18,313.56 3,693.34 4,494.45 2,256.06 5,890.50 | 34,035.31 82,219.60 5,949.41 7,893.27 14,146.62 6,408.86 3,669.78 1,420.79 3,675.67 1,335.97 1,449.06 2,768.54 1,189.88 7,445.59 2,827.44 10,310.73 14,885.29 47,978.12 18,313.56 3,693.34 4,494.45 2,256.06 17,671.50 |
14.2 | Toilet Compartment (Not Used) | |||||||
15 | STAIRS AND RAILING | |||||||
15.1 | Concrete Stairs Finishes | |||||||
15.1(1) 15.1(2) 15.1(3) | Stairs-Granite Stairs-Granite (Skywalk) Granite at Skywalk | sq.m. sq.m. sq.m. | 120.00 136.00 | 1,378.00 1,378.00 | 165,360.00 187,408.00 | 1.1781 1.1781 | 1,623.42 1,623.42 | 194,810.62 220,785.36 |
15.2 | Metal Structural Stairs | |||||||
15.2(1) 15.2(2) 15.2(3) 15.2(4) 15.2(5) | Stair - Granite at Ground to Concourse Stair - Granite at Concourse to Platform "I" Stair - Granite at Concourse to Platform "L" Stair - Granite at Skywalk Granite at Skywalk | set set set set sq.m. | 4.00 6.00 4.00 500.00 | 128,426.00 104,346.00 134,767.00 1,378.00 | 513,704.00 626,076.00 539,068.00 689,000.00 | 1.1781 1.1781 1.1781 1.1781 | 151,298.67 122,930.02 158,769.00 1,623.42 | 605,194.68 737,580.14 635,076.01 811,710.90 |
15.3 | Railing | |||||||
15.3(1) 15.3(2) 15.3(3) | Laminated Panel Stainless Steel Handrail with Stainless Steel Pipe Panel Stairs Stainless Steel Pipe | m. m. set | 900.00 60.00 | 22,000.00 17,202.10 | 19,800,000.00 1,032,126.00 | 1.1781 1.1781 | 25,918.20 20,265.79 | 23,326,380.00 1,215,947.64 |
16 | CONVEYING SYSTEMS (SEE BES.) | |||||||
16.1 16.2 | Escalators Elevators for Stations | |||||||
16.3 | Elevators for Park & Ride Buildings and Depot | |||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
17 | ||||||||
17.1 | Doors and Frames | |||||||
17.1.1 17.1.2 17.1.3 17.1.4 17.1.5 17.1.6 17.1.7 17.1.8 17.1.9 17.1.10 17.1.11 17.1.12 17.1.13 17.1.14 17.1.15 17.1.16 17.1.17 17.1.18 17.1.19 17.1.20 17.1.21 17.1.22 17.1.23 17.1.24 17.1.25 17.1.26 17.1.27 17.1.28 17.1.29 17.1.30 17.1.31 17.1.32 17.1.33 17.1.34 | Door And Frame Type D1 Door And Frame Type D2 Door And Frame Type D3 Door And Frame Type D4 Door And Frame Type D5 Door And Frame Type D5a Door And Frame Type D6 Door And Frame Type D7 Door And Frame Type D8 Door And Frame Type D9 Door And Frame Type D10 Door And Frame Type D11 Door And Frame Type D12 Door And Frame Type D13 Door And Frame Type D14 Door And Frame Type D15 Door And Frame Type D16 Door And Frame Type D17 Door And Frame Type D18 Door And Frame Type D19 Door And Frame Type D20 Door And Frame Type D21 Door And Frame Type D22 Door And Frame Type D23 Door And Frame Type D24 Door And Frame Type D25 Door And Frame Type D26 Door And Frame Type D27 Door And Frame Type D28 Door And Frame Type D29 Door And Frame Type D30 Door And Frame Type D31 Door And Frame Type D32 Door And Frame Type D33 | ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea | 10.00 4.00 6.00 2.00 4.00 1.00 3.00 2.00 2.00 2.00 1.00 1.00 2.00 4.00 2.00 4.00 2.00 3.00 5.00 1.00 1.00 1.00 2.00 2.00 4.00 4.00 4.00 4.00 4.00 4.00 3.00 2.00 2.00 4.00 | 28,500.00 28,500.00 5,000.00 28,500.00 29,020.00 45,275.00 76,045.00 62,440.00 28,500.00 27,290.00 28,500.00 28,500.00 50,110.00 48,900.00 130,040.00 44,972.00 10,000.00 74,340.00 20,612.00 54,940.00 54,940.00 22,216.00 50,710.00 23,120.00 17,274.00 17,274.00 20,697.00 20,697.00 15,126.00 20,000.00 15,169.00 49,152.00 20,000.00 8,000.00 | 285,000.00 114,000.00 30,000.00 57,000.00 116,080.00 45,275.00 228,135.00 124,880.00 57,000.00 54,580.00 28,500.00 28,500.00 100,220.00 195,600.00 260,080.00 179,888.00 20,000.00 223,020.00 103,060.00 54,940.00 54,940.00 22,216.00 101,420.00 46,240.00 69,096.00 69,096.00 82,788.00 82,788.00 60,504.00 80,000.00 45,507.00 98,304.00 40,000.00 32,000.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 2.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 2.1781 1.1781 2.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 33,575.85 33,575.85 5,890.50 33,575.85 34,188.46 53,338.48 89,588.61 73,560.56 33,575.85 59,440.35 33,575.85 33,575.85 59,034.59 57,609.09 153,200.12 52,981.51 21,781.00 87,579.95 44,895.00 64,724.81 64,724.81 26,172.67 59,741.45 27,237.67 20,350.50 20,350.50 24,383.14 24,383.14 17,819.94 23,562.00 17,870.60 57,905.97 23,562.00 9,424.80 | 335,758.50 134,303.40 35,343.00 67,151.70 136,753.85 53,338.48 268,765.84 147,121.13 67,151.70 118,880.70 33,575.85 33,575.85 118,069.18 230,436.36 306,400.25 211,926.05 43,562.00 262,739.86 224,474.99 64,724.81 64,724.81 26,172.67 119,482.90 54,475.34 81,402.00 81,402.00 97,532.54 97,532.54 71,279.76 94,248.00 53,611.80 115,811.94 47,124.00 37,699.20 |
17.2 | Access Doors and Frames (Not Used) | |||||||
17.3 | Roll-up Shutter Doors | |||||||
17.3.1 17.3.2 17.3.3 17.3.4 17.3.5 17.3.6 17.3.7 17.3.8 17.3.9 | Roll-up Shutter Door Type SD1 Roll-up Shutter Door Type SD2 Roll-up Shutter Door Type SD3 Roll-up Shutter Door Type SD3a Roll-up Shutter Door Type SD4 Roll-up Shutter Door Type SD5 Roll-up Shutter Door Type SD6 Roll-up Shutter Door Type SD7 Roll-up Shutter Door Type SD8 | ea ea ea ea ea ea ea ea ea | 4.00 2.00 2.00 2.00 1.00 | 200,000.00 200,000.00 128,562.52 114,076.60 90,536.99 | 800,000.00 400,000.00 257,125.04 228,153.20 90,536.99 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 235,620.00 235,620.00 151,459.50 134,393.64 106,661.62 | 942,480.00 471,240.00 302,919.01 268,787.29 106,661.62 |
17.4 | Door Hardware | ea. | ||||||
18 | MISCELLANEOUS ARCHITECTURAL WORKS | |||||||
18.1 | Intumescent Fireproofing | |||||||
18.1(1) | Intumescent Fireproofing | sq.m. | 4,000.00 | 765.00 | 3,060,000.00 | 1.1781 | 901.25 | 3,604,986.00 |
18.2 | Cementitious Fireproofing | |||||||
18.2(1) 18.2(2) | Spray Fiber Tissue (2 hrs. Fire Rated) Spray Fiber Tissue (3 hrs. Fire Rated) | sq.m. sq.m. | 410.00 221.00 | 515.00 690.00 | 211,150.00 152,490.00 | 1.1781 1.1781 | 606.72 812.89 | 248,755.82 179,648.47 |
18.3 | Sheet Membrane Waterproofing (See Structural Work) | |||||||
18.4 | Cementitious Waterproofing (See Structural Work) | |||||||
18.5 | Signage | |||||||
18.5.1 18.5.2 18.5.3 18.5.4 18.5.5 | Signage Type ID - 01 Signage Type ID - 02 Signage Type ID - 03 Signage Type ID - 04 Signage Type ID - 05 | l.s. l.s. l.s. l.s. l.s. | 2.00 7.00 7.00 2.00 3.00 | 117,810.00 20,617.00 23,562.00 23,562.00 28,274.00 | 235,620.00 144,319.00 164,934.00 47,124.00 84,822.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 138,791.96 24,288.89 27,758.39 27,758.39 33,309.60 | 277,583.92 170,022.21 194,308.75 55,516.78 99,928.80 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
18.5.6 18.5.7 18.5.8 18.5.9 18.5.10 18.5.11 18.5.12 18.5.13 18.5.14 18.5.15 18.5.16 18.5.17 18.5.18 18.5.19 18.5.20 18.5.21 18.5.22 18.5.23 18.5.24 18.5.25 18.5.26 18.5.27 18.5.28 18.5.29 18.5.30 18.5.31 18.5.32 18.5.33 18.5.34 18.5.35 18.5.36 18.5.37 18.5.38 18.5.39 18.5.40 18.5.41 18.5.42 18.5.43 18.5.44 18.5.45 18.5.46 18.5.47 18.5.48 18.5.49 18.5.50 18.5.51 18.5.52 18.5.53 18.5.54 18.5.55 18.5.56 18.5.57 18.5.58 | Signage Type ID - 06 Signage Type ID - 07 Signage Type ID - 08 Signage Type ID - 09 Signage Type ID - 10 Signage Type ID - 11 Signage Type ID - 12 Signage Type ID - 13 Signage Type ID - 14 Signage Type ID - 15 Signage Type ID - 16 Signage Type INF - 1 Signage Type INF - 2 Signage Type INF - 3 Signage Type INF - 4 Signage Type SW - 1 Signage Type SW - 2 Signage Type SW - 3 Signage Type SW - 4 Signage Type SW - 5 Signage Type SW - 6 Signage Type SW - 7 Signage Type DIR - 1 Signage Type DIR - 2 Signage Type DIR - 3 Signage Type DIR - 4 Signage Type DIR - 5 Signage Type DIR - 6 Signage Type DIR - 7 Signage Type DIR - 8 Signage Type DIR - 9 Signage Type DIR - 10 Signage Type DIR - 11 Signage Type DIR - 12 Signage Type DIR - 13 Signage Type DIR - 14 Signage Type DIR - 15 Signage Type DIR - 15 A Signage Type DIR - 16 Signage Type DIR - 17 Signage Type DIR - 18 Signage Type DIR - 18A Signage Type DIR - 19 Signage Type DIR - 19 A Signage Type DIR - 20 Signage Type DIR - 21 Signage Type DIR - 22 Signage Type DIR - 23 Signage Type DIR - 24 Signage Type DIR - 25 Signage Type DIR - 26 Signage Type DIR - 27 Signage Type DIR - 28 | l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. | 2.00 2.00 11.00 8.00 4.00 28.00 1.00 1.00 1.00 1.00 3.00 9.00 3.00 2.00 1.00 7.00 2.00 9.00 4.00 8.00 6.00 8.00 2.00 1.00 1.00 1.00 5.00 1.00 1.00 1.00 1.00 13.00 4.00 1.00 1.00 1.00 7.00 4.00 4.00 4.00 1.00 2.00 | 20,617.00 44,179.00 13,548.00 13,548.00 41,823.00 13,548.00 13,548.00 13,548.00 13,548.00 13,548.00 40,544.00 73,631.00 73,631.00 73,631.00 73,631.00 14,726.00 13,548.00 11,781.00 13,254.00 13,548.00 16,493.00 16,493.00 41,234.00 82,467.00 82,467.00 23,562.00 41,234.00 41,234.00 41,234.00 41,234.00 41,234.00 41,234.00 41,234.00 82,467.00 82,467.00 82,467.00 41,234.00 41,234.00 41,234.00 41,234.00 82,467.00 82,467.00 | 41,234.00 88,358.00 149,028.00 108,384.00 167,292.00 379,344.00 13,548.00 13,548.00 13,548.00 13,548.00 121,632.00 662,679.00 220,893.00 147,262.00 73,631.00 103,082.00 27,096.00 106,029.00 53,016.00 108,384.00 98,958.00 131,944.00 82,468.00 82,467.00 82,467.00 23,562.00 206,170.00 41,234.00 41,234.00 41,234.00 41,234.00 536,042.00 164,936.00 82,467.00 82,467.00 82,467.00 288,638.00 164,936.00 164,936.00 164,936.00 82,467.00 164,934.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 24,288.89 52,047.28 15,960.90 15,960.90 49,271.68 15,960.90 15,960.90 15,960.90 15,960.90 15,960.90 47,764.89 86,744.68 86,744.68 86,744.68 86,744.68 17,348.70 15,960.90 13,879.20 15,614.54 15,960.90 19,430.40 19,430.40 48,577.78 97,154.37 97,154.37 27,758.39 48,577.78 48,577.78 48,577.78 48,577.78 48,577.78 48,577.78 48,577.78 97,154.37 97,154.37 97,154.37 48,577.78 48,577.78 48,577.78 48,577.78 97,154.37 97,154.37 | 48,577.78 104,094.56 175,569.89 127,687.19 197,086.71 446,905.17 15,960.90 15,960.90 15,960.90 15,960.90 143,294.66 780,702.13 260,234.04 173,489.36 86,744.68 121,440.90 31,921.80 124,912.76 62,458.15 127,687.19 116,582.42 155,443.23 97,155.55 97,154.37 97,154.37 27,758.39 242,888.88 48,577.78 48,577.78 48,577.78 48,577.78 631,511.08 194,311.10 97,154.37 97,154.37 97,154.37 340,044.43 194,311.10 194,311.10 194,311.10 97,154.37 194,308.75 |
00.0 | Xxxxxx Furniture | |||||||
18.6(1) 18.6(2) | Bicycle Parking Vine Support Frame | ea. ea. | 4.00 2.00 | 3,298.00 52,095.00 | 13,192.00 104,190.00 | 1.1781 1.1781 | 3,885.37 61,373.12 | 15,541.50 122,746.24 |
18.7 | Landscaping | |||||||
18.7(1) 18.7(1).1 | Excavation and Backfill, Fill and Grading Soil | cu.m. | 205.00 | 825.00 | 169,125.00 | 1.1781 | 971.93 | 199,246.16 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
18.7(2) 18.7(2).1 18.7(2).2 18.7(2).3 18.7(2).4 18.7(2).5 18.7(2).6 18.7(2).7 18.7(3) 18.7(4) 18.7(4).1 18.7(4).2 18.7(4).3 18.7(4).4 18.7(4).5 18.7(4).6 18.7(4).7 18.7(4).8 18.7(4).9 18.7(4).10 18.7(4).11 18.7(4).12 18.7(4).13 18.7(4).14 18.7(4).15 18.7(4).16 18.7(4).17 | Paving Paving Pattern 1 0.30 x 0.30 x 0.06 m. Paving Pattern 2 0.198 x 0.198 x 0.06 m. Paving Pattern 3 0.20 x 0.10 x 0.06 m. Curb Concrete 0.15 m. 0.10 m. Compacted Sand Soil Cover Sheet Concrete Disable Block Landscape Drainage Softscape Cassia fistula L. 4" H 3.00 m. Wood Stake Chamaedorea seifrizii H. 150 m. Rhapis excelsa (Thunb.) A. Xxxxx X. 150 m. Dracaena deremensis "Xxxxxxxxx" W. 0.15 x H. 0.20 . . 0 30 x H 0 50 Sansevieria trifasciata hort. ex. Prain W. 0.30 x H. 0.50 Aglaonema modestum Schott. W. 0.15 x H. 0.20 Ophiopogon jaburan (Kunth) Lodd. W. 0.20 x H. 0.20 Scindapsus aureus W. 0.15 x H. 0.40 Sasseveria "Futura" X. 0.15 x H. 0.15 Cordia sebestena L. 3" H 3.00 m. Chrysalidocarpus lutescens (Bory) X.X.Xxxxx. H. 2.50 Pandanus pygmaeus Thouars X. 0.15 x H. 0.15 Ficus microcarpa X.x.xx. 'Golden Leaves' W. 0.20 x H. 0 Ehretia microphylla Lamk. W. 0.30 x H. 0.50 Dieffenbachia maculate (Lodd.) Bunting cv. Jenmanii | sq.m. sq.m. sq.m. m. cu.m. ea. l.s. ea. set ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. | 3,383.00 1,564.00 338.00 48.00 48.00 48.00 52.00 10.00 2,304.00 1,872.00 984.00 2,304.00 800.00 | 461.10 325.00 595.00 3,125.00 1,991.81 725.00 724.30 1,176.98 45.27 72.43 72.43 54.32 45.27 | 1,559,901.30 508,300.00 201,110.00 150,000.00 95,606.88 34,800.00 37,663.60 11,769.80 104,302.08 135,588.96 71,271.12 125,153.28 36,216.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 543.22 382.88 700.97 3,681.56 2,346.55 854.12 853.30 1,386.60 53.33 85.33 85.33 63.99 53.33 | 1,837,719.72 598,828.23 236,927.69 176,715.00 112,634.47 40,997.88 44,371.49 13,866.00 122,878.28 159,737.35 83,964.51 147,443.08 42,666.07 |
18.7(5) | Reinforced Concrete | cu.m. | ||||||
18.7(6) | Site Concrete | |||||||
18.7(6).1 | Ramp | ea. | 10.00 | 1,990.00 | 19,900.00 | 1.1781 | 2,344.42 | 23,444.19 |
18.7(7) | Structural Steel Work | l.s. | ||||||
18.7(8) | Miscellaneous Metals | l.s. | ||||||
18.7(9) | Painting | sq.m. | ||||||
18.7(9).1 | Disable Signage | ea. | 2.00 | 4,611.00 | 9,222.00 | 1.1781 | 5,432.22 | 10,864.44 |
18.7(10) | Site Electrical | |||||||
18.7(10).1 | Floodlight 50 W. | ea. | 16.00 | 3,200.00 | 51,200.00 | 1.1781 | 3,769.92 | 60,318.72 |
18.8 | Tree, Plants and Ground Covers | ea. | ||||||
18.9 | Metal Locker | |||||||
18.9(1) | Metal Locker | ea. | ||||||
18.12 | Furniture | |||||||
18.12(1) 18.12(1).1 18.12(1).2 18.12(1).3 18.12(1).4 18.12(1).5 | Built-In Furniture Station Control Room & Ticket Office Counter Ticket Office Counter Telephone Booth Police & Security Room Counter First Aid Counter | Ls. Ls. Ls. Ls. Ls. | 1.00 1.00 1.00 1.00 1.00 | 628,712.00 432,240.00 100,500.00 66,980.00 32,750.00 | 628,712.00 432,240.00 100,500.00 66,980.00 32,750.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 740,685.61 509,221.94 118,399.05 78,909.14 38,582.78 | 740,685.61 509,221.94 118,399.05 78,909.14 38,582.78 |
18.12(2) | Furniture | |||||||
18.12(2).1 18.12(2).2 18.12(2).3 18.12(2).4 | Working Chair (1.35 x 0.80 x 0.74 m.) CH-01 Working Chair (1.50 x 0.80 x 0.74 m.) CH-02 Table (1.50 x 0.80 x 0.74 m.) Bed (1.00 x 2.00 x 0.75 m.) | ea. ea. ea. ea. | 9.00 2.00 1.00 | 15,856.00 9,800.00 28,687.00 | 142,704.00 19,600.00 28,687.00 | 1.1781 1.1781 1.1781 | 18,679.95 11,545.38 33,796.15 | 168,119.58 23,090.76 33,796.15 |
TOTAL BILL NO.5 CARRIED TO CONTRACT 2 SUMMARY | 114,567,415.99 | 135,149,512.77 | ||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Xxxx Xx.5 | ARCHITECTURAL WORKS N22 : ROYAL THAI AIR FORCE MUSEUM STATION | |||||||
9 | FLOOR FINISHES | |||||||
9.2 | Exposed Aggregate Concrete Toppings (Washed Gravel) | |||||||
9.2(1) 9.2(2) 9.2.(3) | Cement Screed, Steel Trowel Finish Washed Gravel Fluid-Appiled Waterproofing At Lift Pit | sq.m. sq.m. sq.m | 171.00 47.00 100.00 | 182.00 461.00 392.00 | 31,122.00 21,667.00 39,200.00 | 1.1781 1.1781 1.1781 | 214.41 543.10 461.82 | 36,664.83 25,525.89 46,181.52 |
9.3 | Precast Architectural Concrete | |||||||
9.3(1) | Edge Paver Exposed Concrete | m. | 270.00 | 2,470.00 | 666,900.00 | 1.1781 | 2,909.91 | 785,674.89 |
9.4 | Architectural Concrete Flooring (Not Used) | |||||||
9.5 | Floor Hardener | |||||||
9.5(1) | Floor Hardener | sq.m. | 220.00 | 432.00 | 95,040.00 | 1.1781 | 508.94 | 111,966.62 |
9.6 | Epoxy Resin | |||||||
9.6(1) 9.6(2) | Epoxy Resin Coating Anti-Dust Epoxy Resin Coating | sq.m. sq.m. | 48.00 10.00 | 339.00 932.00 | 16,272.00 9,320.00 | 1.1781 1.1781 | 399.38 1,097.99 | 19,170.04 10,979.89 |
9.7 | Concrete Paving | |||||||
9.7(1) | Obstructing Block | sq.m. | 258.00 | 1,143.00 | 294,894.00 | 1.1781 | 1,346.57 | 347,414.62 |
9.8 | Stone Flooring and Facing (Granite Tile) | |||||||
9.8(1) | 300 x 300 x 25 mm. Grey Granite Waterjet Finish | sq.m. | 3,691.03 | 1,378.00 | 5,086,233.00 | 1.1781 | 1,623.42 | 5,992,091.10 |
9.9 | Ceramic / Mosaic Tile (Homogeneous Tile) | |||||||
9.9(1) | Nonslip Ceramic Tiles 200 x 200 mm. | sq.m. | 65.00 | 440.00 | 28,600.00 | 1.1781 | 518.36 | 33,693.66 |
9.10 | Terrazzo (Not Used) | |||||||
9.11 | Carpet (Not Used) | |||||||
9.12 | Resilient Floor Tile | |||||||
9.12(1) | PVC. Floor Tile 300 x 300 mm. | sq.m. | 130.00 | 495.00 | 64,350.00 | 1.1781 | 583.16 | 75,810.74 |
9.13 | Raised Access Flooring | |||||||
9.13(1) 9.13(2) | , - - Static Abraision Resistance (600 x 600 x 3 mm ) Steel Raised Floor W/Hot Dipped Galvanized | sq.m. sq.m. | 125.00 80.00 | 2,803.00 2,722.00 | 350,375.00 217,760.00 | 1.1781 1.1781 | 3,302.21 3,206.79 | 412,776.79 256,543.06 |
9.14 | Architectural Joint Systems (Width = 50mm.) | |||||||
9.14(1) | Architectural Joint Systems | m. | 40.00 | 5,300.00 | 212,000.00 | 1.1781 | 6,243.93 | 249,757.20 |
9.15 | Metal Gratings (Not Used) | |||||||
9.16 | Metal Deck (Not Used) | |||||||
9.17 | Metal Flooring (Architectural Metal Works) | |||||||
9.17(1) | Stainless Steel Gutter Covers | m. | 211.00 | 6,086.00 | 1,284,146.00 | 1.1781 | 7,169.92 | 1,512,852.40 |
9.18 | Floor Mats and Frames (Not Used) | |||||||
9.19 | Floor Tape | |||||||
9.19(1) | Floor Tape | m. | 280.00 | 120.00 | 33,600.00 | 1.1781 | 141.37 | 39,584.16 |
9.20 9.20.1 | Floor Marking (Not Used) Arrow, Stainless Steel Plate | ea | 96.00 | 411.00 | 39,456.00 | 1.1781 | 484.20 | 46,483.11 |
10 | WALL BASE | |||||||
10.1 10.1(1) | Resilient Wall Base 150 mm. PVC Rubber Base | m. | 109.00 | 82.00 | 8,938.00 | 1.1781 | 96.60 | 10,529.86 |
10.2 | Metal Wall Base | |||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
10.2(1) 10.2(2) | Stainless Steel Strip Stainless Steel Baseboard | m. m. | 165.00 447.00 | 1,063.00 1,158.00 | 175,395.00 517,626.00 | 1.1781 1.1781 | 1,252.32 1,364.24 | 206,632.85 609,815.19 |
10.3 | Stone Wall Base (Not Used) | |||||||
10.4 | Anti-Dust Expoxy Resin | |||||||
10.4(1) | Anti-Dust Epoxy Resin Coating 150 mm. H. | m. | 220.00 | 702.00 | 154,440.00 | 1.1781 | 827.03 | 181,945.76 |
10.5 | Ceramic Wall Base Tile | |||||||
10.5(1) | Ceramic Wall Base Tile | m. | 25.00 | 81.00 | 2,025.00 | 1.1781 | 95.43 | 2,385.65 |
11 | WALL FINISHES | |||||||
11.1 | Cast-In-Place Architectural Concrete (Not Used) | |||||||
11.2 11.2.1 | Exposed Aggregate Concrete Washed Gravel | sq.m. | 40.00 | 471.00 | 18,840.00 | 1.1781 | 554.89 | 22,195.40 |
11.3 | Precast Architectural Concrete (Not Used) | |||||||
11.4 | Unit Masonry Assemblies | |||||||
11.4(1) 11.4(2) 11.4(3) | Light Weight Blockwork Plastering 100 mm. Light Weight Blockwork Plastering 120 - 125 mm. Light Weight Blockwork Plastering 200 mm. | sq.m. sq.m. sq.m. | 209.00 225.00 882.00 | 418.00 481.00 668.00 | 87,362.00 108,225.00 589,176.00 | 1.1781 1.1781 1.1781 | 492.45 566.67 786.97 | 102,921.17 127,499.87 694,108.25 |
11.5 | Dry Wall Systems (Not Used) | |||||||
11.6 | Metal Wall Panel | |||||||
11.6(1) | Aluminium Composite Cladding thk. 4 mm. | sq.m. | 4,600.00 | 2,450.00 | 11,270,000.00 | 1.1781 | 2,886.35 | 13,277,187.00 |
11.7 | Profiled Corrugated Metal Siding | |||||||
11.7(1) | Metal Sheet Panel | sq.m. | 800.00 | 645.00 | 516,000.00 | 1.1781 | 759.87 | 607,899.60 |
11.8 | Stone Facing (Not Used) | |||||||
11.9 | Ceramic (Homogeneous Tile) | |||||||
11.9(1) 11.9(2) | Ceramic Tile 200 x 200 mm. Mosaic Tile 1" x 1" | sq.m. sq.m. | 77.00 600.00 | 393.00 1,137.00 | 30,261.00 682,200.00 | 1.1781 1.1781 | 462.99 1,339.50 | 35,650.48 803,699.82 |
11.10 | Painting | |||||||
11.10(1) 11.10(2) 11.10(3) 11.10(4) | Painting-Exterior Painting-Interior Polyurethene Paint Rust Protection Paint | sq.m. sq.m. sq.m. sq.m. | 1,123.00 1,518.00 4,000.00 4,000.00 | 82.00 82.00 248.00 248.00 | 92,086.00 124,476.00 992,000.00 992,000.00 | 1.1781 1.1781 1.1781 1.1781 | 96.60 96.60 292.17 292.17 | 108,486.52 146,645.18 1,168,675.20 1,168,675.20 |
11.11 | Ornamental Railing | |||||||
11.11(1) 11.11(2) 11.11(3) 11.11(4) | Stainless Steel Handrail with Compact High Pressure Laminated High 1.20 m. Panel Steel Pipe Railing Flat Bar Steel Railing | m. m. m. m. | 500.00 111.00 150.00 106.00 | 22,000.00 7,432.00 3,688.00 3,688.00 | 11,000,000.00 824,952.00 553,200.00 390,928.00 | 1.1781 1.1781 1.1781 1.1781 | 25,918.20 8,755.64 4,344.83 4,344.83 | 12,959,100.00 971,875.95 651,724.92 460,552.28 |
11.12 | Glazing (Glass and Glazing) | |||||||
11.12(1) | 10 mm. thk. Tempered Glass | sq.m. | 56.00 | 15,800.00 | 884,800.00 | 1.1781 | 18,613.98 | 1,042,382.88 |
11.13 | Architectural Joint Systems | |||||||
11.13(1) | Expansion Joint (Width = 50mm.) | m. | 136.00 | 4,200.00 | 571,200.00 | 1.1781 | 4,948.02 | 672,930.72 |
11.14 | Metal Gratings (Not Used) | |||||||
11.15 | Wire Mesh Partition (Not Used) | |||||||
11.16 | Metal Fabrication (Miscellaneous Metal) | |||||||
11.16(1) | Expanded Metal W/Powder Coating | sq.m. | 202.00 | 6,688.00 | 1,350,976.00 | 1.1781 | 7,879.13 | 1,591,584.83 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
11.17 | Chain Link Partition (Not Used) | |||||||
11.18 | Xxxxxxx and Vents | |||||||
11.18(1) 11.18(2) | Aluminium Louver Width 150 mm. Aluminium Louver (Ticket Office Room) | sq.m. sq.m. | 11.00 65.00 | 3,800.00 3,800.00 | 41,800.00 247,000.00 | 1.1781 1.1781 | 4,476.78 4,476.78 | 49,244.58 290,990.70 |
11.19 | Fixed Aluminium Solar Shading | |||||||
11.19(1) | Aluminium Shading | sq.m. | 1,032.47 | 5,000.00 | 5,162,344.23 | 1.1781 | 5,890.50 | 6,081,757.74 |
11.20 | Glass Fiber Reinforced Concrete (Not Used) | |||||||
11.21 | Translucent Panel (Not Used) | |||||||
11.22 | High Pressure Laminated | |||||||
11.22(1) | High Pressure Laminated | sq.m. | 200.00 | 3,292.00 | 658,400.00 | 1.1781 | 3,878.31 | 775,661.04 |
11.23 | Plastering | |||||||
11.23(1) | Plastering Light Weight Blockwork | sq.m. | 2,954.00 | 153.00 | 451,962.00 | 1.1781 | 180.25 | 532,456.43 |
11.24 | Structural Steel Finishes (Not Used) | sq.m. | ||||||
11.25 | Caulking (Not Used) | m. | ||||||
12 | CEILING | |||||||
12.1 | Cast-In-Place Architectural Concrete | |||||||
12.1(1) | Exposed Ceiling Concrete Smooth | sq.m. | 900.00 | 165.00 | 148,500.00 | 1.1781 | 194.39 | 174,947.85 |
12.2 | Gypsum Board | |||||||
12.2(1) | Gypsum Board/Alum.T-Bar | sq.m. | 300.00 | 282.00 | 84,600.00 | 1.1781 | 332.22 | 99,667.26 |
12.3 | Acoustic Treatment (Not Used) | 1.1781 | 779.90 | 1,130,858.19 | ||||
12.3.1 | Sound Absorbtion | sq.m | 1,450.00 | 662.00 | 959,900.00 | |||
12.4 | Metal Ceilings | |||||||
12.4.1 12.4.2 12.4.3 12.4.4 12.4.5 | Metal Plank W/Powder Coating, 0.6mm.thk. Aluminium Plank W/Powder (Perforated),0.9mm.thk. Aluminium Linear W/Powder (Perforated),0.6mm.thk. Aluminium Linear W/Powder (Coating),0.6mm.thk. Aluminium Plank W/Powder (Perforated),1mm.thk. | sq.m. sq.m. sq.m. sq.m. sq.m. | 750.00 1,230.00 53.00 85.00 1,450.00 | 1,800.00 2,700.00 2,150.00 1,750.00 2,820.00 | 1,350,000.00 3,321,000.00 113,950.00 148,750.00 4,089,000.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 2,120.58 3,180.87 2,532.92 2,061.68 3,322.24 | 1,590,435.00 3,912,470.10 134,244.50 175,242.38 4,817,250.90 |
12.5 | Metal Fabric Ceiling | |||||||
12.5(1) | Wire Mesh | sq.m. | 330.00 | 1,274.00 | 420,420.00 | 1.1781 | 1,500.90 | 495,296.80 |
12.6 | Metal Composite Ceiling | |||||||
12.6(1) 12.6(2) | Aluminium Composite Panel Aluminium Shading | sq.m. sq.m. | 817.00 80.00 | 2,550.00 2,550.00 | 2,083,350.00 204,000.00 | 1.1781 1.1781 | 3,004.16 3,004.16 | 2,454,394.64 240,332.40 |
12.7 | Translucent Ceiling (Not Used) | |||||||
12.8 | Wood Concrete Board | |||||||
12.8(1) | Fiber Cement Board | sq.m. | 187.00 | 757.00 | 141,559.00 | 1.1781 | 891.82 | 166,770.66 |
13 | ROOFING | |||||||
13.1 | Metal Roofing | |||||||
13.1(1) 13.1(2) 13.1(3) | Metal Sheet Roofing Roofing Service Safety Rail | sq.m. set m. | 3,573.00 4.00 318.00 | 645.00 40,000.00 3,000.00 | 2,304,585.00 160,000.00 954,000.00 | 1.1781 1.1781 1.1781 | 759.87 47,124.00 3,534.30 | 2,715,031.59 188,496.00 1,123,907.40 |
13.2 | Flashing and Trim | |||||||
13.2(1) | Flashing | m. | 368.00 | 457.00 | 168,176.00 | 1.1781 | 538.39 | 198,128.15 |
13.3 | Polycarbonate-Panel Assemblies (Not Used) | |||||||
13.4 | Glazed Skylight | |||||||
13.4(1) | Skylight Roofing | sq.m. | 150.00 | 1,122.01 | 168,301.50 | 1.1781 | 1,321.84 | 198,276.00 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
13.5 | Roof Gutter | |||||||
13.5(1) | Stainless Steel Gutter | m. | 347.00 | 3,872.00 | 1,343,584.00 | 1.1781 | 4,561.60 | 1,582,876.31 |
13.6 | Thermal Insulation | |||||||
13.6(1) | Ceramic Coating | sq.m. | 3,200.00 | 180.00 | 576,000.00 | 1.1781 | 212.06 | 678,585.60 |
14 | TOILET AND ACCESSORIES | |||||||
14.1 14.1.1 14.1.2 14.1.3 14.1.4 14.1.5 14.1.6 14.1.7 14.1.8 14.1.9 14.1.10 14.1.11 14.1.12 14.1.13 14.1.14 14.1.15 14.1.16 14.1.17 14.1.18 14.1.19 14.1.20 14.1.21 14.1.22 | Toilet Fixtures and Accessories Under counter lavatory Flush valve water closet Rinsing hand Spray Faucet Wall hange urinal Shower Paper Holder Soap Holder Towel Bar Wall Tap Floor Drain Robe hook w/stopper Aluminium framed mirror - 0.50x0.60 m. - 0.80x1.60 m. Ball vale tap Wall hange lavatory Swingable handrail(Lift up) Floor Mounted Urinal With Sensor Handrail for watercloset Handrail for urinal Wall handrail L=1.20 m. Wall handrail L=0.60 m. Light box - L= 1.60 m. | Sum set set set set set set set set set set set set set set set set set set set set set set set | 5.00 5.00 5.00 5.00 1.00 2.00 5.00 2.00 2.00 3.00 3.00 5.00 1.00 2.00 12.00 4.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 | 5,778.00 13,958.00 1,010.00 1,340.00 12,008.00 2,720.00 623.00 603.00 1,560.00 378.00 410.00 470.00 1,010.00 3,160.00 200.00 2,188.00 12,635.00 40,725.00 15,545.00 3,135.00 3,815.00 1,915.00 5,000.00 | 28,890.00 69,790.00 5,050.00 6,700.00 12,008.00 5,440.00 3,115.00 1,206.00 3,120.00 1,134.00 1,230.00 2,350.00 1,010.00 6,320.00 2,400.00 8,752.00 12,635.00 40,725.00 15,545.00 3,135.00 3,815.00 1,915.00 15,000.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 6,807.06 16,443.92 1,189.88 1,578.65 14,146.62 3,204.43 733.96 710.39 1,837.84 445.32 483.02 553.71 1,189.88 3,722.80 235.62 2,577.68 14,885.29 47,978.12 18,313.56 3,693.34 4,494.45 2,256.06 5,890.50 | 34,035.31 82,219.60 5,949.41 7,893.27 14,146.62 6,408.86 3,669.78 1,420.79 3,675.67 1,335.97 1,449.06 2,768.54 1,189.88 7,445.59 2,827.44 10,310.73 14,885.29 47,978.12 18,313.56 3,693.34 4,494.45 2,256.06 17,671.50 |
14.2 | Toilet Compartment (Not Used) | |||||||
15 | STAIRS AND RAILING | |||||||
15.1 | Concrete Stairs Finishes | |||||||
15.1(1) 15.1(2) 15.1(3) | Stairs-Granite Stairs-Granite (Skywalk) Granite at Skywalk | sq.m. sq.m. sq.m. | 98.00 | 1,378.00 | 135,044.00 | 1.1781 | 1,623.42 | 159,095.34 |
15.2 | Metal Structural Stairs | |||||||
15.2(1) 15.2(2) 15.2(3) 15.2(4) 15.2(5) | Stair - Granite at Ground to Concourse Stair - Granite at Concourse to Platform "I" Stair - Granite at Concourse to Platform "L" Stair - Granite at Skywalk Granite at Skywalk | set set set set sq.m. | 4.00 6.00 4.00 220.00 | 128,426.00 104,346.00 134,767.00 1,378.00 | 513,704.00 626,076.00 539,068.00 303,160.00 | 1.1781 1.1781 1.1781 1.1781 | 151,298.67 122,930.02 158,769.00 1,623.42 | 605,194.68 737,580.14 635,076.01 357,152.80 |
15.3 | Railing | |||||||
15.3(1) 15.3(2) 15.3(3) | Stainless Steel Handrail with Compact High Pressure Laminated Panel Stainless Steel Handrail with Stainless Steel Pipe Panel Stairs Stainless Steel Pipe | m. m. set | 900.00 60.00 4.00 | 22,000.00 17,202.10 14,500.00 | 19,800,000.00 1,032,126.00 58,000.00 | 1.1781 1.1781 1.1781 | 25,918.20 20,265.79 17,082.45 | 23,326,380.00 1,215,947.64 68,329.80 |
16 | CONVEYING SYSTEMS (SEE BES.) | |||||||
16.1 | Escalators | |||||||
16.2 | Elevators for Stations | |||||||
16.3 | Elevators for Park & Ride Buildings and Depot | |||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
17 | DOORS AND WINDOWS (Hardware Set Included) | |||||||
17.1 | Doors and Frames | |||||||
17.1.1 17.1.2 17.1.3 17.1.4 17.1.5 17.1.6 17.1.7 17.1.8 17.1.9 17.1.10 17.1.11 17.1.12 17.1.13 17.1.14 17.1.15 17.1.16 17.1.17 17.1.18 17.1.19 17.1.20 17.1.21 17.1.22 17.1.23 17.1.24 17.1.25 17.1.26 17.1.27 17.1.28 17.1.29 17.1.30 17.1.31 17.1.32 17.1.33 17.1.34 | Door And Frame Type D1 Door And Frame Type D2 Door And Frame Type D3 Door And Frame Type D4 Door And Frame Type D5 Door And Frame Type D5a Door And Frame Type D6 Door And Frame Type D7 Door And Frame Type D8 Door And Frame Type D9 Door And Frame Type D10 Door And Frame Type D11 Door And Frame Type D12 Door And Frame Type D13 Door And Frame Type D14 Door And Frame Type D15 Door And Frame Type D16 Door And Frame Type D17 Door And Frame Type D18 Door And Frame Type D19 Door And Frame Type D20 Door And Frame Type D21 Door And Frame Type D22 Door And Frame Type D23 Door And Frame Type D24 Door And Frame Type D25 Door And Frame Type D26 Door And Frame Type D27 Door And Frame Type D28 Door And Frame Type D29 Door And Frame Type D30 Door And Frame Type D31 Door And Frame Type D32 Door And Frame Type D33 | ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea | 10.00 4.00 6.00 2.00 4.00 1.00 3.00 2.00 2.00 2.00 1.00 1.00 2.00 4.00 2.00 4.00 2.00 3.00 5.00 1.00 1.00 1.00 2.00 2.00 4.00 4.00 4.00 4.00 4.00 4.00 3.00 2.00 2.00 4.00 | 28,500.00 28,500.00 5,000.00 28,500.00 29,020.00 45,275.00 76,045.00 62,440.00 28,500.00 27,290.00 28,500.00 28,500.00 50,110.00 48,900.00 130,040.00 44,972.00 10,000.00 74,340.00 20,612.00 54,940.00 54,940.00 22,216.00 50,710.00 23,120.00 17,274.00 17,274.00 20,697.00 20,697.00 15,126.00 20,000.00 15,169.00 49,152.00 20,000.00 8,000.00 | 285,000.00 114,000.00 30,000.00 57,000.00 116,080.00 45,275.00 228,135.00 124,880.00 57,000.00 54,580.00 28,500.00 28,500.00 100,220.00 195,600.00 260,080.00 179,888.00 20,000.00 223,020.00 103,060.00 54,940.00 54,940.00 22,216.00 101,420.00 46,240.00 69,096.00 69,096.00 82,788.00 82,788.00 60,504.00 80,000.00 45,507.00 98,304.00 40,000.00 32,000.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 33,575.85 33,575.85 5,890.50 33,575.85 34,188.46 53,338.48 89,588.61 73,560.56 33,575.85 32,150.35 33,575.85 33,575.85 59,034.59 57,609.09 153,200.12 52,981.51 11,781.00 87,579.95 24,283.00 64,724.81 64,724.81 26,172.67 59,741.45 27,237.67 20,350.50 20,350.50 24,383.14 24,383.14 17,819.94 23,562.00 17,870.60 57,905.97 23,562.00 9,424.80 | 335,758.50 134,303.40 35,343.00 67,151.70 136,753.85 53,338.48 268,765.84 147,121.13 67,151.70 64,300.70 33,575.85 33,575.85 118,069.18 230,436.36 306,400.25 211,926.05 23,562.00 262,739.86 121,414.99 64,724.81 64,724.81 26,172.67 119,482.90 54,475.34 81,402.00 81,402.00 97,532.54 97,532.54 71,279.76 94,248.00 53,611.80 115,811.94 47,124.00 37,699.20 |
17.2 | Access Doors and Frames (Not Used) | |||||||
17.3 | Roll-up Shutter Doors | |||||||
17.3.1 17.3.2 17.3.3 17.3.4 17.3.5 17.3.6 17.3.7 17.3.8 17.3.9 | Roll-up Shutter Door Type SD1 Roll-up Shutter Door Type SD2 Roll-up Shutter Door Type SD3 Roll-up Shutter Door Type SD3a Roll-up Shutter Door Type SD4 Roll-up Shutter Door Type SD5 Roll-up Shutter Door Type SD6 Roll-up Shutter Door Type SD7 Roll-up Shutter Door Type SD8 | ea ea ea ea ea ea ea ea ea | 4.00 2.00 2.00 2.00 1.00 | 200,000.00 200,000.00 128,562.52 114,076.60 90,536.99 | 800,000.00 400,000.00 257,125.04 228,153.20 90,536.99 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 235,620.00 235,620.00 151,459.50 134,393.64 106,661.62 | 942,480.00 471,240.00 302,919.01 268,787.29 106,661.62 |
17.4 | Door Hardware | ea. | ||||||
18 | MISCELLANEOUS ARCHITECTURAL WORKS | |||||||
18.1 | Intumescent Fireproofing | |||||||
18.1(1) | Intumescent Fireproofing | sq.m. | 3,000.00 | 765.00 | 2,295,000.00 | 1.1781 | 901.25 | 2,703,739.50 |
18.2 | Cementitious Fireproofing | |||||||
18.2(1) 18.2(2) | Spray Fiber Tissue (2 hrs. Fire Rated) Spray Fiber Tissue (3 hrs. Fire Rated) | sq.m. sq.m. | 410.00 221.00 | 515.00 690.00 | 211,150.00 152,490.00 | 1.1781 1.1781 | 606.72 812.89 | 248,755.82 179,648.47 |
18.3 | Sheet Membrane Waterproofing (See Structural Work) | |||||||
18.4 | Cementitious Waterproofing (See Structural Work) | |||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
18.5 | Signage | |||||||
18.5.1 18.5.2 18.5.3 18.5.4 18.5.5 18.5.6 18.5.7 18.5.8 18.5.9 18.5.10 18.5.11 18.5.12 18.5.13 18.5.14 18.5.15 18.5.16 18.5.17 18.5.18 18.5.19 18.5.20 18.5.21 18.5.22 18.5.23 18.5.24 18.5.25 18.5.26 18.5.27 18.5.28 18.5.29 18.5.30 18.5.31 18.5.32 18.5.33 18.5.34 18.5.35 18.5.36 18.5.37 18.5.38 18.5.39 18.5.40 18.5.41 18.5.42 18.5.43 18.5.44 18.5.45 18.5.46 18.5.47 18.5.48 18.5.49 18.5.50 18.5.51 18.5.52 18.5.53 18.5.54 18.5.55 18.5.56 18.5.57 18.5.58 | Signage Type ID - 01 Signage Type ID - 02 Signage Type ID - 03 Signage Type ID - 04 Signage Type ID - 05 Signage Type ID - 06 Signage Type ID - 07 Signage Type ID - 08 Signage Type ID - 09 Signage Type ID - 10 Signage Type ID - 11 Signage Type ID - 12 Signage Type ID - 13 Signage Type ID - 14 Signage Type ID - 15 Signage Type ID - 16 Signage Type INF - 1 Signage Type INF - 2 Signage Type INF - 3 Signage Type INF - 4 Signage Type SW - 1 Signage Type SW - 2 Signage Type SW - 3 Signage Type SW - 4 Signage Type SW - 5 Signage Type SW - 6 Signage Type SW - 7 Signage Type DIR - 1 Signage Type DIR - 2 Signage Type DIR - 3 Signage Type DIR - 4 Signage Type DIR - 5 Signage Type DIR - 6 Signage Type DIR - 7 Signage Type DIR - 8 Signage Type DIR - 9 Signage Type DIR - 10 Signage Type DIR - 11 Signage Type DIR - 12 Signage Type DIR - 13 Signage Type DIR - 14 Signage Type DIR - 15 Signage Type DIR - 15 A Signage Type DIR - 16 Signage Type DIR - 17 Signage Type DIR - 18 Signage Type DIR - 18A Signage Type DIR - 19 Signage Type DIR - 19 A Signage Type DIR - 20 Signage Type DIR - 21 Signage Type DIR - 22 Signage Type DIR - 23 Signage Type DIR - 24 Signage Type DIR - 25 Signage Type DIR - 26 Signage Type DIR - 27 Signage Type DIR - 28 | l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. | 2.00 7.00 7.00 2.00 3.00 2.00 2.00 11.00 8.00 4.00 28.00 1.00 1.00 1.00 1.00 3.00 9.00 3.00 2.00 1.00 7.00 2.00 9.00 4.00 8.00 6.00 8.00 2.00 1.00 1.00 1.00 5.00 1.00 1.00 1.00 1.00 13.00 4.00 1.00 1.00 1.00 7.00 4.00 4.00 4.00 1.00 2.00 | 117,810.00 20,617.00 23,562.00 23,562.00 28,274.00 20,617.00 44,179.00 13,548.00 13,548.00 41,823.00 13,548.00 13,548.00 13,548.00 13,548.00 13,548.00 40,544.00 73,631.00 73,631.00 73,631.00 73,631.00 14,726.00 13,548.00 11,781.00 13,254.00 13,548.00 16,493.00 16,493.00 41,234.00 82,467.00 82,467.00 23,562.00 41,234.00 41,234.00 41,234.00 41,234.00 41,234.00 41,234.00 41,234.00 82,467.00 82,467.00 82,467.00 41,234.00 41,234.00 41,234.00 41,234.00 82,467.00 82,467.00 | 235,620.00 144,319.00 164,934.00 47,124.00 84,822.00 41,234.00 88,358.00 149,028.00 108,384.00 167,292.00 379,344.00 13,548.00 13,548.00 13,548.00 13,548.00 121,632.00 662,679.00 220,893.00 147,262.00 73,631.00 103,082.00 27,096.00 106,029.00 53,016.00 108,384.00 98,958.00 131,944.00 82,468.00 82,467.00 82,467.00 23,562.00 206,170.00 41,234.00 41,234.00 41,234.00 41,234.00 536,042.00 164,936.00 82,467.00 82,467.00 82,467.00 288,638.00 164,936.00 164,936.00 164,936.00 82,467.00 164,934.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 138,791.96 24,288.89 27,758.39 27,758.39 33,309.60 24,288.89 52,047.28 15,960.90 15,960.90 49,271.68 15,960.90 15,960.90 15,960.90 15,960.90 15,960.90 47,764.89 86,744.68 86,744.68 86,744.68 86,744.68 17,348.70 15,960.90 13,879.20 15,614.54 15,960.90 19,430.40 19,430.40 48,577.78 97,154.37 97,154.37 27,758.39 48,577.78 48,577.78 48,577.78 48,577.78 48,577.78 48,577.78 48,577.78 97,154.37 97,154.37 97,154.37 48,577.78 48,577.78 48,577.78 48,577.78 97,154.37 97,154.37 | 277,583.92 170,022.21 194,308.75 55,516.78 99,928.80 48,577.78 104,094.56 175,569.89 127,687.19 197,086.71 446,905.17 15,960.90 15,960.90 15,960.90 15,960.90 143,294.66 780,702.13 260,234.04 173,489.36 86,744.68 121,440.90 31,921.80 124,912.76 62,458.15 127,687.19 116,582.42 155,443.23 97,155.55 97,154.37 97,154.37 27,758.39 242,888.88 48,577.78 48,577.78 48,577.78 48,577.78 631,511.08 194,311.10 97,154.37 97,154.37 97,154.37 340,044.43 194,311.10 194,311.10 194,311.10 97,154.37 194,308.75 |
18.6 | Street Furniture | |||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
18.6(1) 18.6(2) | Bicycle Parking Vine Support Frame | ea. ea. | 4.00 4.00 | 3,298.00 52,095.00 | 13,192.00 208,380.00 | 1.1781 1.1781 | 3,885.37 61,373.12 | 15,541.50 245,492.48 |
18.7 | Landscaping | |||||||
18.7(1) 18.7(1).1 18.7(2) 18.7(2).1 18.7(2).2 18.7(2).3 18.7(2).4 18.7(2).5 18.7(2).6 18.7(2).7 18.7(3) 18.7(4) 18.7(4).1 18.7(4).2 18.7(4).3 18.7(4).4 18.7(4).5 18.7(4).6 18.7(4).7 18.7(4).8 18.7(4).9 18.7(4).10 18.7(4).11 18.7(4).12 18.7(4).13 18.7(4).14 18.7(4).15 18.7(4).16 18.7(4).17 18.7(5) 18.7(6) 18.7(6).1 18.7(9) 18.7(9).1 18.7(10) 18.7(10).1 | Excavation and Backfill, Fill and Grading Soil Paving Paving Pattern 1 0.30 x 0.30 x 0.06 m. Paving Pattern 2 0.198 x 0.198 x 0.06 m. Paving Pattern 3 0.20 x 0.10 x 0.06 m. Curb Concrete 0.15 m. 0.10 m. Compacted Sand Soil Cover Sheet Concrete Disable Block Landscape Drainage Softscape Cassia fistula L. 4" H 3.00 m. Wood Stake Chamaedorea seifrizii H. 150 m. Rhapis excelsa (Thunb.) A. Xxxxx X. 150 m. Dracaena deremensis "Xxxxxxxxx" W. 0.15 x H. 0.20 . . 0 30 x H 0 50 Sansevieria trifasciata hort. ex. Prain W. 0.30 x H. 0.50 Aglaonema modestum Schott. W. 0.15 x H. 0.20 Ophiopogon jaburan (Kunth) Lodd. W. 0.20 x H. 0.20 Scindapsus aureus W. 0.15 x H. 0.40 Sasseveria "Futura" X. 0.15 x H. 0.15 Cordia sebestena L. 3" H 3.00 m. Chrysalidocarpus lutescens (Bory) X.X.Xxxxx. H. 2.50 Pandanus pygmaeus Thouars X. 0.15 x H. 0.15 Ficus microcarpa X.x.xx. 'Golden Leaves' W. 0.20 x H. 0 Ehretia microphylla Lamk. W. 0.30 x H. 0.50 Dieffenbachia maculate (Lodd.) Bunting cv. Jenmanii Reinforced Concrete Site Concrete Ramp Painting Disable Signage Site Electrical Floodlight 50 W. | cu.m. sq.m. sq.m. sq.m. m. cu.m. ea. l.s. ea. set ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. ea. cu.m. ea. sq.m. ea. ea. | 156.00 3,567.00 1,150.00 357.00 46.00 46.00 10.00 800.00 46.00 20.00 3,312.00 1,885.00 385.00 1,024.00 4.00 2.00 | 825.00 461.10 325.00 595.00 3,125.00 1,991.81 725.00 1,176.98 45.27 3,840.00 750.00 15.00 120.00 120.00 120.00 1,990.00 4,611.00 | 128,700.00 1,644,743.70 373,750.00 212,415.00 143,750.00 33,350.00 11,769.80 36,216.00 176,640.00 15,000.00 49,680.00 226,200.00 46,200.00 122,880.00 7,960.00 9,222.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 971.93 543.22 382.88 700.97 3,681.56 854.12 1,386.60 53.33 4,523.90 883.58 17.67 141.37 141.37 141.37 2,344.42 5,432.22 | 151,621.47 1,937,672.55 440,314.88 250,246.11 169,351.88 39,289.64 13,866.00 42,666.07 208,099.58 17,671.50 58,528.01 266,486.22 54,428.22 144,764.93 9,377.68 10,864.44 |
18.12 | Furniture | |||||||
18.12(1) 18.12(1).1 18.12(1).2 18.12(1).3 18.12(1).4 18.12(1).5 | Built-In Furniture Station Control Room & Ticket Office Counter Ticket Office Counter Telephone Booth Police & Security Room Counter First Aid Counter | Ls. Ls. Ls. Ls. Ls. | 1.00 1.00 1.00 1.00 1.00 | 628,712.00 432,240.00 100,500.00 66,980.00 32,750.00 | 628,712.00 432,240.00 100,500.00 66,980.00 32,750.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 740,685.61 509,221.94 118,399.05 78,909.14 38,582.78 | 740,685.61 509,221.94 118,399.05 78,909.14 38,582.78 |
18.12(2) | Furniture | |||||||
18.12(2).1 18.12(2).2 18.12(2).3 18.12(2).4 | Working Chair (1.35 x 0.80 x 0.74 m.) CH-01 Working Chair (1.50 x 0.80 x 0.74 m.) CH-02 Table (1.50 x 0.80 x 0.74 m.) Bed (1.00 x 2.00 x 0.75 m.) | ea. ea. ea. ea. | 9.00 2.00 1.00 | 15,856.00 9,800.00 28,687.00 | 142,704.00 19,600.00 28,687.00 | 1.1781 1.1781 1.1781 | 18,679.95 11,545.38 33,796.15 | 168,119.58 23,090.76 33,796.15 |
TOTAL BILL NO.5 CARRIED TO CONTRACT 2 SUMMARY | 107,665,572.46 | 126,840,810.91 | ||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No.5 | ARCHITECTURAL WORKS N23 : KM.25 STATION | |||||||
9 | FLOOR FINISHES | |||||||
9.2 | Exposed Aggregate Concrete Toppings (Washed Gravel) | |||||||
9.2(1) 9.2(2) 9.2.(3) | Cement Screed, Steel Trowel Finish Washed Gravel Fluid-Appiled Waterproofing At Lift Pit | sq.m. sq.m. sq.m | 315.00 47.00 100.00 | 182.00 461.00 392.00 | 57,330.00 21,667.00 39,200.00 | 1.1781 1.1781 1.1781 | 214.41 543.10 461.82 | 67,540.47 25,525.89 46,181.52 |
9.3 | Precast Architectural Concrete | |||||||
9.3(1) | Edge Paver Exposed Concrete | m. | 270.00 | 2,470.00 | 666,900.00 | 1.1781 | 2,909.91 | 785,674.89 |
9.4 | Architectural Concrete Flooring (Not Used) | |||||||
9.5 | Floor Hardener | |||||||
9.5(1) | Floor Hardener | sq.m. | 250.00 | 432.00 | 108,000.00 | 1.1781 | 508.94 | 127,234.80 |
9.6 | Epoxy Resin | |||||||
9.6(1) 9.6(2) | Epoxy Resin Coating Anti-Dust Epoxy Resin Coating | sq.m. sq.m. | 24.00 18.00 | 339.00 932.00 | 8,136.00 16,776.00 | 1.1781 1.1781 | 399.38 1,097.99 | 9,585.02 19,763.81 |
9.7 | Concrete Paving | |||||||
9.7(1) | Obstructing Block | sq.m. | 258.00 | 1,143.00 | 294,894.00 | 1.1781 | 1,346.57 | 347,414.62 |
9.8 | Stone Flooring and Facing (Granite Tile) | |||||||
9.8(1) | 300 x 300 x 25 mm. Grey Granite Waterjet Finish | sq.m. | 3,671.19 | 1,378.00 | 5,058,906.00 | 1.1781 | 1,623.42 | 5,959,897.16 |
9.9 | Ceramic / Mosaic Tile (Homogeneous Tile) | |||||||
9.9(1) | Nonslip Ceramic Tiles 200 x 200 mm. | sq.m. | 61.00 | 440.00 | 26,840.00 | 1.1781 | 518.36 | 31,620.20 |
9.12 | Resilient Floor Tile | |||||||
9.12(1) | PVC. Floor Tile 300 x 300 mm. | sq.m. | 137.00 | 495.00 | 67,815.00 | 1.1781 | 583.16 | 79,892.85 |
9.13 | Raised Access Flooring | |||||||
9.13(1) 9.13(2) | , - - Static Abraision Resistance (600 x 600 x 3 mm ) Steel Raised Floor W/Hot Dipped Galvanized | sq.m. sq.m. | 100.00 85.00 | 2,803.00 2,722.00 | 280,300.00 231,370.00 | 1.1781 1.1781 | 3,302.21 3,206.79 | 330,221.43 272,577.00 |
9.14 | Architectural Joint Systems | |||||||
9.14(1) | Architectural Joint Systems (Width = 50mm.) | m. | 257.00 | 5,300.00 | 1,362,100.00 | 1.1781 | 6,243.93 | 1,604,690.01 |
9.17 | Metal Flooring (Architectural Metal Works) | |||||||
9.17(1) | Stainless Steel Gutter Covers | m. | 211.00 | 6,086.00 | 1,284,146.00 | 1.1781 | 7,169.92 | 1,512,852.40 |
9.18 | Floor Mats and Frames (Not Used) | |||||||
9.19 | Floor Tape | |||||||
9.19(1) | Floor Tape | m. | 280.00 | 120.00 | 33,600.00 | 1.1781 | 141.37 | 39,584.16 |
9.20 | Floor Marking (Not Used) | |||||||
10 | WALL BASE | |||||||
10.1 10.1(1) | Resilient Wall Base 150 mm. PVC Rubber Base | m. | 120.00 | 82.00 | 9,840.00 | 1.1781 | 96.60 | 11,592.50 |
10.2 | Metal Wall Base | |||||||
10.2(1) 10.2(2) | Stainless Steel Strip Stainless Steel Baseboard | m. m. | 165.00 447.00 | 1,063.00 1,158.00 | 175,395.00 517,626.00 | 1.1781 1.1781 | 1,252.32 1,364.24 | 206,632.85 609,815.19 |
10.3 | Stone Wall Base (Not Used) | |||||||
10.4 | Anti-Dust Expoxy Resin | |||||||
10.4(1) | Anti-Dust Epoxy Resin Coating 150 mm. H. | m. | 220.00 | 702.00 | 154,440.00 | 1.1781 | 827.03 | 181,945.76 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No.5 | ARCHITECTURAL WORKS N23 : KM.25 STATION | |||||||
10.5 | Ceramic Wall Base Tile | |||||||
10.5(1) | Ceramic Wall Base Tile | m. | 24.00 | 81.00 | 1,944.00 | 1.1781 | 95.43 | 2,290.23 |
11 | WALL FINISHES | |||||||
11.1 | Cast-In-Place Architectural Concrete (Not Used) | |||||||
11.2 11.2.1 | Exposed Aggregate Concrete Washed Gravel | sq.m. | 40.00 | 471.00 | 18,840.00 | 1.1781 | 554.89 | 22,195.40 |
11.3 | Precast Architectural Concrete (Not Used) | |||||||
11.4 | Unit Masonry Assemblies | |||||||
11.4(1) 11.4(2) 11.4(3) | Light Weight Blockwork Plastering 100 mm. Light Weight Blockwork Plastering 120 - 125 mm. Light Weight Blockwork Plastering 200 mm. | sq.m. sq.m. sq.m. | 104.00 225.00 1,099.00 | 418.00 481.00 668.00 | 43,472.00 108,225.00 734,132.00 | 1.1781 1.1781 1.1781 | 492.45 566.67 786.97 | 51,214.36 127,499.87 864,880.91 |
11.5 | Dry Wall Systems (Not Used) | |||||||
11.6 | Metal Wall Panel | |||||||
11.6(1) | Aluminium Composite Cladding thk. 4 mm. | sq.m. | 5,000.00 | 2,450.00 | 12,250,000.00 | 1.1781 | 2,886.35 | 14,431,725.00 |
11.7 | Profiled Corrugated Metal Siding | |||||||
11.7(1) | Metal Sheet Panel | sq.m. | 800.00 | 645.00 | 516,000.00 | 1.1781 | 759.87 | 607,899.60 |
11.8 | Stone Facing (Not Used) | |||||||
11.9 | Ceramic (Homogeneous Tile) | |||||||
11.9(1) 11.9(2) | Ceramic Tile 200 x 200 mm. Mosaic Tile 1" x 1" | sq.m. sq.m. | 130.00 407.00 | 393.00 1,137.00 | 51,090.00 462,759.00 | 1.1781 1.1781 | 462.99 1,339.50 | 60,189.13 545,176.38 |
11.10 | Painting | |||||||
11.10(1) 11.10(2) 11.10(3) 11.10(4) | Painting-Exterior Painting-Interior Polyurethene Paint Rust Protection Paint | sq.m. sq.m. sq.m. sq.m. | 1,123.00 1,518.00 5,000.00 5,000.00 | 82.00 82.00 248.00 248.00 | 92,086.00 124,476.00 1,240,000.00 1,240,000.00 | 1.1781 1.1781 1.1781 1.1781 | 96.60 96.60 292.17 292.17 | 108,486.52 146,645.18 1,460,844.00 1,460,844.00 |
11.11 | Ornamental Railing | |||||||
11.11(1) 11.11(2) 11.11(3) 11.11(4) | Laminated High 1 20 m Panel Steel Pipe Railing Flat Bar Steel Railing | m. m. m. m. | 500.00 111.00 150.00 106.00 | 22,000.00 7,432.00 3,688.00 3,688.00 | 11,000,000.00 824,952.00 553,200.00 390,928.00 | 1.1781 1.1781 1.1781 1.1781 | 25,918.20 8,755.64 4,344.83 4,344.83 | 12,959,100.00 971,875.95 651,724.92 460,552.28 |
11.12 | Glazing (Glass and Glazing) | |||||||
11.12(1) | 10 mm. thk. Tempered Glass | sq.m. | 56.00 | 15,800.00 | 884,800.00 | 1.1781 | 18,613.98 | 1,042,382.88 |
11.13 | Architectural Joint Systems | |||||||
11.13(1) | Expansion Joint (Width = 50mm.) | m. | 276.00 | 4,200.00 | 1,159,200.00 | 1.1781 | 4,948.02 | 1,365,653.52 |
11.14 | Metal Gratings (Not Used) | |||||||
11.15 | Wire Mesh Partition (Not Used) | |||||||
11.16 | Metal Fabrication (Miscellaneous Metal) | |||||||
11.16(1) | Expanded Metal W/Powder Coating | sq.m. | 202.00 | 6,688.00 | 1,350,976.00 | 1.1781 | 7,879.13 | 1,591,584.83 |
11.17 | Chain Link Partition (Not Used) | |||||||
11.18 | Xxxxxxx and Vents | |||||||
11.18(1) 11.18(2) | Aluminium Louver Width 150 mm. Aluminium Louver (Ticket Office Room) | sq.m. sq.m. | 21.00 65.00 | 3,800.00 3,800.00 | 79,800.00 247,000.00 | 1.1781 1.1781 | 4,476.78 4,476.78 | 94,012.38 290,990.70 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No.5 | ARCHITECTURAL WORKS N23 : KM.25 STATION | |||||||
11.19 | Fixed Aluminium Solar Shading | |||||||
11.19(1) | Aluminium Shading | sq.m. | 520.00 | 5,000.00 | 2,600,000.00 | 1.1781 | 5,890.50 | 3,063,060.00 |
11.22 | High Pressure Laminated | |||||||
11.22(1) | High Pressure Laminated | sq.m. | 200.00 | 3,292.00 | 658,400.00 | 1.1781 | 3,878.31 | 775,661.04 |
11.23 | Plastering | |||||||
11.23(1) | Plastering Light Weight Blockwork | sq.m. | 2,954.00 | 153.00 | 451,962.00 | 1.1781 | 180.25 | 532,456.43 |
11.24 | Structural Steel Finishes (Not Used) | sq.m. | ||||||
11.25 | Caulking (Not Used) | m. | ||||||
12 | CEILING | |||||||
12.1 | Cast-In-Place Architectural Concrete | |||||||
12.1(1) | Exposed Ceiling Concrete Smooth | sq.m. | 673.00 | 165.00 | 111,045.00 | 1.1781 | 194.39 | 130,822.11 |
12.2 | Gypsum Board | |||||||
12.2(1) | Gypsum Board/Alum.T-Bar | sq.m. | 31.00 | 282.00 | 8,742.00 | 1.1781 | 332.22 | 10,298.95 |
12.3 | Acoustic Treatment (Not Used) | |||||||
12.3.1 | Sound Absorbtion | sq.m | 1,980.00 | 662.00 | 1,310,760.00 | 1.1781 | 779.90 | 1,544,206.36 |
12.4 | Metal Ceilings | |||||||
12.4.1 12.4.2 12.4.3 12.4.4 12.4.5 | Metal Plank W/Powder Coating, 0.6mm.thk. Aluminium Plank W/Powder (Perforated),0.9mm.thk. Aluminium Linear W/Powder (Perforated),0.6mm.thk. Aluminium Linear W/Powder (Coating),0.6mm.thk. Aluminium Plank W/Powder (Perforated),1mm.thk. | sq.m. sq.m. sq.m. sq.m. sq.m. | 750.00 1,200.00 46.00 85.00 1,980.00 | 1,800.00 2,700.00 2,150.00 1,750.00 2,820.00 | 1,350,000.00 3,240,000.00 98,900.00 148,750.00 5,583,600.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 2,120.58 3,180.87 2,532.92 2,061.68 3,322.24 | 1,590,435.00 3,817,044.00 116,514.09 175,242.38 6,578,039.16 |
12.5 | Metal Fabric Ceiling | |||||||
12.5(1) | Wire Mesh | sq.m. | 330.00 | 1,274.00 | 420,420.00 | 1.1781 | 1,500.90 | 495,296.80 |
12.6 | Metal Composite Ceiling | |||||||
12.6(1) 12.6(2) | Aluminium Composite Panel Aluminium Shading | sq.m. sq.m. | 817.00 75.00 | 2,550.00 2,550.00 | 2,083,350.00 191,250.00 | 1.1781 1.1781 | 3,004.16 3,004.16 | 2,454,394.64 225,311.63 |
12.7 | Translucent Ceiling (Not Used) | |||||||
12.8 | Wood Concrete Board | |||||||
12.8(1) | Fiber Cement Board | sq.m. | 178.00 | 757.00 | 134,746.00 | 1.1781 | 891.82 | 158,744.26 |
13 | ROOFING | |||||||
13.1 | Metal Roofing | |||||||
13.1(1) 13.1(2) 13.1(3) | Metal Sheet Roofing Roofing Service Safety Rail | sq.m. set m. | 3,987.00 4.00 318.00 | 645.00 40,000.00 3,000.00 | 2,571,615.00 160,000.00 954,000.00 | 1.1781 1.1781 1.1781 | 759.87 47,124.00 3,534.30 | 3,029,619.63 188,496.00 1,123,907.40 |
13.2 | Flashing and Trim | |||||||
13.2(1) | Flashing | m. | 383.00 | 457.00 | 175,031.00 | 1.1781 | 538.39 | 206,204.02 |
13.4 | Glazed Skylight | |||||||
13.4(1) | Skylight Roofing | sq.m. | ||||||
13.5 | Roof Gutter | |||||||
13.5(1) | Stainless Steel Gutter | m. | 347.00 | 3,872.00 | 1,343,584.00 | 1.1781 | 4,561.60 | 1,582,876.31 |
13.6 | Thermal Insulation | |||||||
13.6(1) | Ceramic Coating | sq.m. | 3,200.00 | 180.00 | 576,000.00 | 1.1781 | 212.06 | 678,585.60 |
14 | TOILET AND ACCESSORIES | |||||||
14.1 14.1.1 | Toilet Fixtures and Accessories Under counter lavatory | Sum set | 5.00 | 5,778.00 | 28,890.00 | 1.1781 | 6,807.06 | 34,035.31 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No.5 | ARCHITECTURAL WORKS N23 : KM.25 STATION | |||||||
14.1.2 14.1.3 14.1.4 14.1.5 14.1.6 14.1.7 14.1.8 14.1.9 14.1.10 14.1.11 14.1.12 14.1.13 14.1.14 14.1.15 14.1.16 14.1.17 14.1.18 14.1.19 14.1.20 14.1.21 14.1.22 | Flush valve water closet Rinsing hand Spray Faucet Wall hange urinal Shower Paper Holder Soap Holder Towel Bar Wall Tap Floor Drain Robe hook w/stopper Aluminium framed mirror - 0.50x0.60 m. - 0.80x1.60 m. Ball vale tap Wall hange lavatory Swingable handrail(Lift up) Floor Mounted Urinal With Sensor Handrail for watercloset Handrail for urinal Wall handrail L=1.20 m. Wall handrail L=0.60 m. Light box - L= 1.60 m. | set set set set set set set set set set set set set set set set set set set set set set | 5.00 5.00 5.00 1.00 2.00 5.00 2.00 2.00 3.00 3.00 5.00 1.00 2.00 12.00 4.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 | 13,958.00 1,010.00 1,340.00 12,008.00 2,720.00 623.00 603.00 1,560.00 378.00 410.00 470.00 1,010.00 3,160.00 200.00 2,188.00 12,635.00 40,725.00 15,545.00 3,135.00 3,815.00 1,915.00 5,000.00 | 69,790.00 5,050.00 6,700.00 12,008.00 5,440.00 3,115.00 1,206.00 3,120.00 1,134.00 1,230.00 2,350.00 1,010.00 6,320.00 2,400.00 8,752.00 12,635.00 40,725.00 15,545.00 3,135.00 3,815.00 1,915.00 15,000.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 16,443.92 1,189.88 1,578.65 14,146.62 3,204.43 733.96 710.39 1,837.84 445.32 483.02 553.71 1,189.88 3,722.80 235.62 2,577.68 14,885.29 47,978.12 18,313.56 3,693.34 4,494.45 2,256.06 5,890.50 | 82,219.60 5,949.41 7,893.27 14,146.62 6,408.86 3,669.78 1,420.79 3,675.67 1,335.97 1,449.06 2,768.54 1,189.88 7,445.59 2,827.44 10,310.73 14,885.29 47,978.12 18,313.56 3,693.34 4,494.45 2,256.06 17,671.50 |
15 | STAIRS AND RAILING | |||||||
15.1 | Concrete Stairs Finishes | |||||||
15.1(1) | Stairs-Granite | sq.m. | 110.00 | 1,378.00 | 151,580.00 | 1.1781 | 1,623.42 | 178,576.40 |
15.2 | Metal Structural Stairs | |||||||
15.2(1) 15.2(2) 15.2(3) 15.2(4) 15.2(5) | Stair - Granite at Ground to Concourse Stair - Granite at Concourse to Platform "I" Stair - Granite at Concourse to Platform "L" Stair - Granite at Skywalk Granite at Skywalk | set set set set sq.m. | 4.00 6.00 4.00 882.84 | 128,426.00 104,346.00 134,767.00 1,378.00 | 513,704.00 626,076.00 539,068.00 1,216,549.40 | 1.1781 1.1781 1.1781 1.1781 | 151,298.67 122,930.02 158,769.00 1,623.42 | 605,194.68 737,580.14 635,076.01 1,433,216.85 |
15.3 | Railing | |||||||
15.3(1) 15.3(2) 15.3(3) | Stainless Steel Handrail with Compact High Pressure Laminated Panel Stainless Steel Handrail with Stainless Steel Pipe Panel Stairs Stainless Steel Pipe | m. m. set | 905.00 34.00 4.00 | 22,000.00 17,202.10 14,500.00 | 19,910,000.00 584,871.40 58,000.00 | 1.1781 1.1781 1.1781 | 25,918.20 20,265.79 17,082.45 | 23,455,971.00 689,037.00 68,329.80 |
17 | DOORS AND WINDOWS (Hardware Set Included) | |||||||
17.1 | Doors and Frames | |||||||
17.1.1 17.1.2 17.1.3 17.1.4 17.1.5 17.1.6 17.1.7 17.1.8 17.1.9 17.1.10 17.1.11 17.1.12 17.1.13 17.1.14 17.1.15 17.1.16 17.1.17 | Door And Frame Type D1 Door And Frame Type D2 Door And Frame Type D3 Door And Frame Type D4 Door And Frame Type D5 Door And Frame Type D5a Door And Frame Type D6 Door And Frame Type D7 Door And Frame Type D8 Door And Frame Type D9 Door And Frame Type D10 Door And Frame Type D11 Door And Frame Type D12 Door And Frame Type D13 Door And Frame Type D14 Door And Frame Type D15 Door And Frame Type D16 | ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea | 10.00 4.00 6.00 2.00 4.00 1.00 3.00 2.00 2.00 2.00 1.00 1.00 2.00 4.00 2.00 4.00 | 28,500.00 28,500.00 5,000.00 28,500.00 29,020.00 45,275.00 76,045.00 62,440.00 28,500.00 27,290.00 28,500.00 28,500.00 50,110.00 48,900.00 130,040.00 44,972.00 | 285,000.00 114,000.00 30,000.00 57,000.00 116,080.00 45,275.00 228,135.00 124,880.00 57,000.00 54,580.00 28,500.00 28,500.00 100,220.00 195,600.00 260,080.00 179,888.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 33,575.85 33,575.85 5,890.50 33,575.85 34,188.46 53,338.48 89,588.61 73,560.56 33,575.85 32,150.35 33,575.85 33,575.85 59,034.59 57,609.09 153,200.12 52,981.51 | 335,758.50 134,303.40 35,343.00 67,151.70 136,753.85 53,338.48 268,765.84 147,121.13 67,151.70 64,300.70 33,575.85 33,575.85 118,069.18 230,436.36 306,400.25 211,926.05 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No.5 | ARCHITECTURAL WORKS N23 : KM.25 STATION | |||||||
17.1.18 17.1.19 17.1.20 17.1.21 17.1.22 17.1.23 17.1.24 17.1.25 17.1.26 17.1.27 17.1.28 17.1.29 17.1.30 17.1.31 17.1.32 17.1.33 17.1.34 | Door And Frame Type D17 Door And Frame Type D18 Door And Frame Type D19 Door And Frame Type D20 Door And Frame Type D21 Door And Frame Type D22 Door And Frame Type D23 Door And Frame Type D24 Door And Frame Type D25 Door And Frame Type D26 Door And Frame Type D27 Door And Frame Type D28 Door And Frame Type D29 Door And Frame Type D30 Door And Frame Type D31 Door And Frame Type D32 Door And Frame Type D33 | ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea ea | 3.00 1.00 1.00 1.00 2.00 2.00 4.00 4.00 4.00 4.00 4.00 4.00 3.00 2.00 2.00 4.00 | 74,340.00 54,940.00 54,940.00 22,216.00 50,710.00 23,120.00 17,274.00 17,274.00 20,697.00 20,697.00 15,126.00 20,000.00 15,169.00 49,152.00 20,000.00 8,000.00 | 223,020.00 54,940.00 54,940.00 22,216.00 101,420.00 46,240.00 69,096.00 69,096.00 82,788.00 82,788.00 60,504.00 80,000.00 45,507.00 98,304.00 40,000.00 32,000.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 87,579.95 64,724.81 64,724.81 26,172.67 59,741.45 27,237.67 20,350.50 20,350.50 24,383.14 24,383.14 17,819.94 23,562.00 17,870.60 57,905.97 23,562.00 9,424.80 | 262,739.86 64,724.81 64,724.81 26,172.67 119,482.90 54,475.34 81,402.00 81,402.00 97,532.54 97,532.54 71,279.76 94,248.00 53,611.80 115,811.94 47,124.00 37,699.20 |
17.2 | Access Doors and Frames (Not Used) | |||||||
17.3 | Roll-up Shutter Doors | |||||||
17.3.1 17.3.2 17.3.3 17.3.4 17.3.5 17.3.6 17.3.7 17.3.8 17.3.9 | Roll-up Shutter Door Type SD1 Roll-up Shutter Door Type SD2 Roll-up Shutter Door Type SD3 Roll-up Shutter Door Type SD3a Roll-up Shutter Door Type SD4 Roll-up Shutter Door Type SD5 Roll-up Shutter Door Type SD6 Roll-up Shutter Door Type SD7 Roll-up Shutter Door Type SD8 | ea ea ea ea ea ea ea ea ea | 4.00 2.00 2.00 2.00 1.00 | 200,000.00 200,000.00 128,562.52 114,076.60 90,536.99 | 800,000.00 400,000.00 257,125.04 228,153.20 90,536.99 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 235,620.00 235,620.00 151,459.50 134,393.64 106,661.62 | 942,480.00 471,240.00 302,919.01 268,787.29 106,661.62 |
17.4 | Door Hardware | ea. | ||||||
18 | MISCELLANEOUS ARCHITECTURAL WORKS | |||||||
18.1 | Intumescent Fireproofing | |||||||
18.1(1) | Intumescent Fireproofing | sq.m. | 4,500.00 | 765.00 | 3,442,500.00 | 1.1781 | 901.25 | 4,055,609.25 |
18.2 | Cementitious Fireproofing | |||||||
18.2(1) 18.2(2) | Spray Fiber Tissue (2 hrs. Fire Rated) Spray Fiber Tissue (3 hrs. Fire Rated) | sq.m. sq.m. | 410.00 221.00 | 515.00 690.00 | 211,150.00 152,490.00 | 1.1781 1.1781 | 606.72 812.89 | 248,755.82 179,648.47 |
18.3 | Sheet Membrane Waterproofing (See Structural Work) | |||||||
18.4 | Cementitious Waterproofing (See Structural Work) | |||||||
18.5 | Signage | |||||||
18.5.1 18.5.2 18.5.3 18.5.4 18.5.5 18.5.6 18.5.7 18.5.8 18.5.9 18.5.10 18.5.11 18.5.12 18.5.13 18.5.14 18.5.15 | Signage Type ID - 01 Signage Type ID - 02 Signage Type ID - 03 Signage Type ID - 04 Signage Type ID - 05 Signage Type ID - 06 Signage Type ID - 07 Signage Type ID - 08 Signage Type ID - 09 Signage Type ID - 10 Signage Type ID - 11 Signage Type ID - 12 Signage Type ID - 13 Signage Type ID - 14 Signage Type ID - 15 | l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. | 2.00 7.00 7.00 2.00 3.00 2.00 2.00 11.00 8.00 4.00 28.00 1.00 1.00 1.00 1.00 | 117,810.00 20,617.00 23,562.00 23,562.00 28,274.00 20,617.00 44,179.00 13,548.00 13,548.00 41,823.00 13,548.00 13,548.00 13,548.00 13,548.00 13,548.00 | 235,620.00 144,319.00 164,934.00 47,124.00 84,822.00 41,234.00 88,358.00 149,028.00 108,384.00 167,292.00 379,344.00 13,548.00 13,548.00 13,548.00 13,548.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 138,791.96 24,288.89 27,758.39 27,758.39 33,309.60 24,288.89 52,047.28 15,960.90 15,960.90 49,271.68 15,960.90 15,960.90 15,960.90 15,960.90 15,960.90 | 277,583.92 170,022.21 194,308.75 55,516.78 99,928.80 48,577.78 104,094.56 175,569.89 127,687.19 197,086.71 446,905.17 15,960.90 15,960.90 15,960.90 15,960.90 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No.5 | ARCHITECTURAL WORKS N23 : KM.25 STATION | |||||||
18.5.16 18.5.17 18.5.18 18.5.19 18.5.20 18.5.21 18.5.22 18.5.23 18.5.24 18.5.25 18.5.26 18.5.27 18.5.28 18.5.29 18.5.30 18.5.31 18.5.32 18.5.33 18.5.34 18.5.35 18.5.36 18.5.37 18.5.38 18.5.39 18.5.40 18.5.41 18.5.42 18.5.43 18.5.44 18.5.45 18.5.46 18.5.47 18.5.48 18.5.49 18.5.50 18.5.51 18.5.52 18.5.53 18.5.54 18.5.55 18.5.56 18.5.57 18.5.58 | Signage Type ID - 16 Signage Type INF - 1 Signage Type INF - 2 Signage Type INF - 3 Signage Type INF - 4 Signage Type SW - 1 Signage Type SW - 2 Signage Type SW - 3 Signage Type SW - 4 Signage Type SW - 5 Signage Type SW - 6 Signage Type SW - 7 Signage Type DIR - 1 Signage Type DIR - 2 Signage Type DIR - 3 Signage Type DIR - 4 Signage Type DIR - 5 Signage Type DIR - 6 Signage Type DIR - 7 Signage Type DIR - 8 Signage Type DIR - 9 Signage Type DIR - 10 Signage Type DIR - 11 Signage Type DIR - 12 Signage Type DIR - 13 Signage Type DIR - 14 Signage Type DIR - 15 Signage Type DIR - 15 A Signage Type DIR - 16 Signage Type DIR - 17 Signage Type DIR - 18 Signage Type DIR - 18A Signage Type DIR - 19 Signage Type DIR - 19 A Signage Type DIR - 20 Signage Type DIR - 21 Signage Type DIR - 22 Signage Type DIR - 23 Signage Type DIR - 24 Signage Type DIR - 25 Signage Type DIR - 26 Signage Type DIR - 27 Signage Type DIR - 28 | l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. l.s. | 3.00 9.00 3.00 2.00 1.00 7.00 2.00 9.00 4.00 8.00 6.00 8.00 2.00 1.00 1.00 1.00 5.00 1.00 1.00 1.00 1.00 13.00 4.00 1.00 1.00 1.00 7.00 4.00 4.00 4.00 1.00 2.00 | 40,544.00 73,631.00 73,631.00 73,631.00 73,631.00 14,726.00 13,548.00 11,781.00 13,254.00 13,548.00 16,493.00 16,493.00 41,234.00 82,467.00 82,467.00 23,562.00 41,234.00 41,234.00 41,234.00 41,234.00 41,234.00 41,234.00 41,234.00 82,467.00 82,467.00 82,467.00 41,234.00 41,234.00 41,234.00 41,234.00 82,467.00 82,467.00 | 121,632.00 662,679.00 220,893.00 147,262.00 73,631.00 103,082.00 27,096.00 106,029.00 53,016.00 108,384.00 98,958.00 131,944.00 82,468.00 82,467.00 82,467.00 23,562.00 206,170.00 41,234.00 41,234.00 41,234.00 41,234.00 536,042.00 164,936.00 82,467.00 82,467.00 82,467.00 288,638.00 164,936.00 164,936.00 164,936.00 82,467.00 164,934.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 47,764.89 86,744.68 86,744.68 86,744.68 86,744.68 17,348.70 15,960.90 13,879.20 15,614.54 15,960.90 19,430.40 19,430.40 48,577.78 97,154.37 97,154.37 27,758.39 48,577.78 48,577.78 48,577.78 48,577.78 48,577.78 48,577.78 48,577.78 97,154.37 97,154.37 97,154.37 48,577.78 48,577.78 48,577.78 48,577.78 97,154.37 97,154.37 | 143,294.66 780,702.13 260,234.04 173,489.36 86,744.68 121,440.90 31,921.80 124,912.76 62,458.15 127,687.19 116,582.42 155,443.23 97,155.55 97,154.37 97,154.37 27,758.39 242,888.88 48,577.78 48,577.78 48,577.78 48,577.78 631,511.08 194,311.10 97,154.37 97,154.37 97,154.37 340,044.43 194,311.10 194,311.10 194,311.10 97,154.37 194,308.75 |
00.0 | Xxxxxx Furniture | |||||||
18.6(1) 18.6(2) | Bicycle Parking Vine Support Frame | ea. ea. | 4.00 1.00 | 3,298.00 52,095.00 | 13,192.00 52,095.00 | 1.1781 1.1781 | 3,885.37 61,373.12 | 15,541.50 61,373.12 |
18.7 | Landscaping | |||||||
18.7(1) 18.7(1).1 18.7(2) 18.7(2).1 18.7(2).2 18.7(2).3 18.7(2).4 18.7(2).5 18.7(2).6 18.7(2).7 | Excavation and Backfill, Fill and Grading Soil Paving Paving Pattern 1 0.30 x 0.30 x 0.06 m. Paving Pattern 2 0.198 x 0.198 x 0.06 m. Paving Pattern 3 0.20 x 0.10 x 0.06 m. Curb Concrete 0.15 m. 0.10 m. Compacted Sand Soil Cover Sheet Concrete Disable Block | cu.m. sq.m. sq.m. sq.m. m. cu.m. ea. l.s. | 185.00 7,384.00 2,114.00 739.00 42.00 | 825.00 461.10 325.00 595.00 3,125.00 | 152,625.00 3,404,762.40 687,050.00 439,705.00 131,250.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 971.93 543.22 382.88 700.97 3,681.56 | 179,807.51 4,011,150.58 809,413.61 518,016.46 154,625.63 |
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Bill No.5 | ARCHITECTURAL WORKS N23 : KM.25 STATION | |||||||
18.7(3) | Landscape Drainage | |||||||
18.7(4) 18.7(4).1 18.7(4).2 18.7(4).3 18.7(4).4 18.7(4).5 18.7(4).6 18.7(4).7 18.7(4).8 18.7(4).9 | Softscape Cassia fistula L. 4" H 3.00 m. Wood Stake Chamaedorea seifrizii H. 150 m. Rhapis excelsa (Thunb.) A. Xxxxx X. 150 m. Dracaena deremensis "Xxxxxxxxx" W. 0.15 x H. 0.20 . . 0 30 x H 0 50 Sansevieria trifasciata hort. ex. Prain W. 0.30 x H. 0.50 Aglaonema modestum Schott. W. 0.15 x H. 0.20 Ophiopogon jaburan (Kunth) Lodd. W. 0.20 x H. 0.20 | ea. set ea. ea. ea. ea. ea. ea. ea. | 42.00 42.00 52.00 10.00 2,303.94 1,872.00 984.00 2,304.00 800.00 | 1,991.81 725.00 724.30 1,176.98 45.27 72.43 72.43 54.32 45.27 | 83,656.02 30,450.00 37,663.60 11,769.80 104,299.40 135,588.96 71,271.12 125,153.28 36,216.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 1.1781 | 2,346.55 854.12 853.30 1,386.60 53.33 85.33 85.33 63.99 53.33 | 98,555.16 35,873.15 44,371.49 13,866.00 122,875.12 159,737.35 83,964.51 147,443.08 42,666.07 |
18.7(5) | Reinforced Concrete | cu.m. | ||||||
18.7(6) | Site Concrete | |||||||
18.7(6).1 | Ramp | ea. | 10.00 | 1,990.00 | 19,900.00 | 1.1781 | 2,344.42 | 23,444.19 |
18.7(7) | Structural Steel Work | l.s. | ||||||
18.7(8) | Miscellaneous Metals | l.s. | ||||||
18.7(9) | Painting | sq.m. | ||||||
18.7(9).1 | Disable Signage | ea. | 2.00 | 4,611.00 | 9,222.00 | 1.1781 | 5,432.22 | 10,864.44 |
18.7(10) | Site Electrical | |||||||
18.7(10).1 | Floodlight 50 W. | ea. | ||||||
18.8 | Tree, Plants and Ground Covers | ea. | ||||||
18.9 | Metal Locker | |||||||
18.9(1) | Metal Locker | ea. | ||||||
18.12 | Furniture | |||||||
18.12(1) 18.12(1).1 18.12(1).2 18.12(1).3 18.12(1).4 18.12(1).5 | Built-In Furniture Station Control Room & Ticket Office Counter Ticket Office Counter Telephone Booth Police & Security Room Counter First Aid Counter | Ls. Ls. Ls. Ls. Ls. | 1.00 1.00 1.00 1.00 1.00 | 628,712.00 432,240.00 100,500.00 66,980.00 32,750.00 | 628,712.00 432,240.00 100,500.00 66,980.00 32,750.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 740,685.61 509,221.94 118,399.05 78,909.14 38,582.78 | 740,685.61 509,221.94 118,399.05 78,909.14 38,582.78 |
18.12(2) | Furniture | |||||||
18.12(2).1 18.12(2).2 18.12(2).3 18.12(2).4 | Working Chair (1.35 x 0.80 x 0.74 m.) CH-01 Working Chair (1.50 x 0.80 x 0.74 m.) CH-02 Table (1.50 x 0.80 x 0.74 m.) Bed (1.00 x 2.00 x 0.75 m.) | ea. ea. ea. ea. | 9.00 2.00 1.00 | 15,856.00 9,800.00 28,687.00 | 142,704.00 19,600.00 28,687.00 | 1.1781 1.1781 1.1781 | 18,679.95 11,545.38 33,796.15 | 168,119.58 23,090.76 33,796.15 |
TOTAL BILL NO.5 CARRIED TO CONTRACT 2 SUMMARY | 113,600,597.60 | 133,832,864.04 | ||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
Xxxx Xx.5 | ARCHITECTURAL WORKS N24 : KHU KHOT STATION | |||||||
9 | FLOOR FINISHES | |||||||
9.2 | Exposed Aggregate Concrete Toppings (Washed Gravel) | |||||||
9.2(1) 9.2(2) 9.2.(3) | Cement Screed, Steel Trowel Finish Washed Gravel Fluid-Appiled Waterproofing At Lift Pit | sq.m. sq.m. sq.m | 450.00 47.00 100.00 | 182.00 461.00 392.00 | 81,900.00 21,667.00 39,200.00 | 1.1781 1.1781 1.1781 | 214.41 543.10 461.82 | 96,486.39 25,525.89 46,181.52 |
9.3 | Precast Architectural Concrete | |||||||
9.3(1) | Edge Paver Exposed Concrete | m. | 270.00 | 2,470.00 | 666,900.00 | 1.1781 | 2,909.91 | 785,674.89 |
9.4 | Architectural Concrete Flooring (Not Used) | |||||||
9.5 | Floor Hardener | |||||||
9.5(1) | Floor Hardener | sq.m. | 750.00 | 432.00 | 324,000.00 | 1.1781 | 508.94 | 381,704.40 |
9.6 | Epoxy Resin | |||||||
9.6(1) 9.6(2) | Epoxy Resin Coating Anti-Dust Epoxy Resin Coating | sq.m. sq.m. | 70.00 22.00 | 339.00 932.00 | 23,730.00 20,504.00 | 1.1781 1.1781 | 399.38 1,097.99 | 27,956.31 24,155.76 |
9.7 | Concrete Paving | |||||||
9.7(1) | Obstructing Block | sq.m. | 258.00 | 1,143.00 | 294,894.00 | 1.1781 | 1,346.57 | 347,414.62 |
9.8 | Stone Flooring and Facing (Granite Tile) | |||||||
9.8(1) | 300 x 300 x 25 mm. Grey Granite Waterjet Finish | sq.m. | 4,052.08 | 1,378.00 | 5,583,767.00 | 1.1781 | 1,623.42 | 6,578,235.90 |
9.9 | Ceramic / Mosaic Tile (Homogeneous Tile) | |||||||
9.9(1) | Nonslip Ceramic Tiles 200 x 200 mm. | sq.m. | 55.00 | 440.00 | 24,200.00 | 1.1781 | 518.36 | 28,510.02 |
9.10 | Terrazzo (Not Used) | |||||||
9.11 | Carpet (Not Used) | |||||||
9.12 | Resilient Floor Tile | |||||||
9.12(1) | PVC. Floor Tile 300 x 300 mm. | sq.m. | 131.00 | 495.00 | 64,845.00 | 1.1781 | 583.16 | 76,393.89 |
9.13 | Raised Access Flooring | |||||||
9.13(1) 9.13(2) | , - Static Abraision Resistance (600 x 600 x 3 mm Steel Raised Floor W/Hot Dipped Galvanized | sq.m. sq.m. | 110.00 80.00 | 2,803.00 2,722.00 | 308,330.00 217,760.00 | 1.1781 1.1781 | 3,302.21 3,206.79 | 363,243.57 256,543.06 |
9.14 | Architectural Joint Systems (Width = 50mm.) | |||||||
9.14(1) | Architectural Joint Systems | m. | 155.00 | 5,300.00 | 821,500.00 | 1.1781 | 6,243.93 | 967,809.15 |
9.15 | Metal Gratings (Not Used) | |||||||
9.16 | Metal Deck (Not Used) | |||||||
9.17 | Metal Flooring (Architectural Metal Works) | |||||||
9.17(1) | Stainless Steel Gutter Covers | m. | 211.00 | 6,086.00 | 1,284,146.00 | 1.1781 | 7,169.92 | 1,512,852.40 |
9.18 | Floor Mats and Frames (Not Used) | |||||||
9.19 | Floor Tape | |||||||
9.19(1) | Floor Tape | m. | 280.00 | 120.00 | 33,600.00 | 1.1781 | 141.37 | 39,584.16 |
9.20 | Floor Marking (Not Used) | |||||||
10 | WALL BASE | |||||||
10.1 10.1(1) | Resilient Wall Base 150 mm. PVC Rubber Base | m. | 141.00 | 82.00 | 11,562.00 | 1.1781 | 96.60 | 13,621.19 |
10.2 | Metal Wall Base | |||||||
10.2(1) 10.2(2) | Stainless Steel Strip Stainless Steel Baseboard | m. m. | 348.00 447.00 | 1,063.00 1,158.00 | 369,924.00 517,626.00 | 1.1781 1.1781 | 1,252.32 1,364.24 | 435,807.46 609,815.19 |
10.3 | Stone Wall Base (Not Used) | |||||||
10.4 | Anti-Dust Expoxy Resin | |||||||
10.4(1) | Anti-Dust Epoxy Resin Coating 150 mm. H. | m. | 350.00 | 702.00 | 245,700.00 | 1.1781 | 827.03 | 289,459.17 |
10.5 | Ceramic Wall Base Tile | |||||||
10.5(1) | Ceramic Wall Base Tile | m. | 24.00 | 81.00 | 1,944.00 | 1.1781 | 95.43 | 2,290.23 |
11 | WALL FINISHES | |||||||
11.1 | Cast-In-Place Architectural Concrete (Not Used) | |||||||
11.2 11.2.1 | Exposed Aggregate Concrete Washed Gravel | sq.m. | 40.00 | 471.00 | 18,840.00 | 1.1781 | 554.89 | 22,195.40 |
11.3 | Precast Architectural Concrete (Not Used) | |||||||
11.4 | Unit Masonry Assemblies | |||||||
11.4(1) 11.4(2) 11.4(3) | Light Weight Blockwork Plastering 100 mm. Light Weight Blockwork Plastering 120 - 125 mm. Light Weight Blockwork Plastering 200 mm. | sq.m. sq.m. sq.m. | 408.00 268.00 1,838.00 | 418.00 481.00 668.00 | 170,544.00 128,908.00 1,227,784.00 | 1.1781 1.1781 1.1781 | 492.45 566.67 786.97 | 200,917.89 151,866.51 1,446,452.33 |
11.6 | Metal Wall Panel | |||||||
11.6(1) | Aluminium Composite Cladding thk. 4 mm. | sq.m. | 5,058.00 | 2,450.00 | 12,392,100.00 | 1.1781 | 2,886.35 | 14,599,133.01 |
11.7 | Profiled Corrugated Metal Siding | |||||||
Item No | Descriptions | Unit | Quantity | Direct Cost | Factor F | Estimated Cost | ||
Unit Cost | Amount | Unit Cost × Factor F | Amount | |||||
11.7(1) | Metal Sheet Panel | sq.m. | 800.00 | 645.00 | 516,000.00 | 1.1781 | 759.87 | 607,899.60 |
11.8 | Stone Facing (Not Used) | |||||||
11.9 | Ceramic (Homogeneous Tile) | |||||||
11.9(1) 11.9(2) | Ceramic Tile 200 x 200 mm. Mosaic Tile 1" x 1" | sq.m. sq.m. | 122.00 1,360.00 | 393.00 1,137.00 | 47,946.00 1,546,320.00 | 1.1781 1.1781 | 462.99 1,339.50 | 56,485.18 1,821,719.59 |
11.10 | Painting | |||||||
11.10(1) 11.10(2) 11.10(3) 11.10(4) | Painting-Exterior Painting-Interior Polyurethene Paint Rust Protection Paint | sq.m. sq.m. sq.m. sq.m. | 200.00 3,608.00 5,000.00 5,000.00 | 82.00 82.00 248.00 248.00 | 16,400.00 295,856.00 1,240,000.00 1,240,000.00 | 1.1781 1.1781 1.1781 1.1781 | 96.60 96.60 292.17 292.17 | 19,320.84 348,547.95 1,460,844.00 1,460,844.00 |
11.11 | Ornamental Railing | |||||||
11.11(1) 11.11(2) 11.11(3) 11.11(4) | Stainless Steel Handrail with Compact High Pressure Laminated High 1.20 m Pane Steel Pipe Railing Flat Bar Steel Railing | m. m. m. m. | 500.00 111.00 150.00 106.00 | 22,000.00 7,432.00 3,688.00 3,688.00 | 11,000,000.00 824,952.00 553,200.00 390,928.00 | 1.1781 1.1781 1.1781 1.1781 | 25,918.20 8,755.64 4,344.83 4,344.83 | 12,959,100.00 971,875.95 651,724.92 460,552.28 |
11.12 | Glazing (Glass and Glazing) | |||||||
11.12(1) | 10 mm. thk. Tempered Glass | sq.m. | 56.00 | 15,800.00 | 884,800.00 | 1.1781 | 18,613.98 | 1,042,382.88 |
11.13 | Architectural Joint Systems | |||||||
11.13(1) | Expansion Joint (Width = 50mm.) | m. | 275.00 | 4,200.00 | 1,155,000.00 | 1.1781 | 4,948.02 | 1,360,705.50 |
11.14 | Metal Gratings (Not Used) | |||||||
11.15 | Wire Mesh Partition (Not Used) | |||||||
11.16 | Metal Fabrication (Miscellaneous Metal) | |||||||
11.16(1) | Expanded Metal W/Powder Coating | sq.m. | 202.00 | 6,688.00 | 1,350,976.00 | 1.1781 | 7,879.13 | 1,591,584.83 |
11.17 | Chain Link Partition (Not Used) | |||||||
11.18 | Xxxxxxx and Vents | |||||||
11.18(1) 11.18(2) | Aluminium Louver Width 150 mm. Aluminium Louver (Ticket Office Room) | sq.m. sq.m. | 21.00 72.00 | 3,800.00 3,800.00 | 79,800.00 273,600.00 | 1.1781 1.1781 | 4,476.78 4,476.78 | 94,012.38 322,328.16 |
11.19 | Fixed Aluminium Solar Shading | |||||||
11.19(1) | Aluminium Shading | sq.m. | ||||||
11.20 | Glass Fiber Reinforced Concrete (Not Used) | |||||||
11.21 | Translucent Panel (Not Used) | |||||||
11.22 | High Pressure Laminated | |||||||
11.22(1) | High Pressure Laminated | sq.m. | 321.00 | 3,292.00 | 1,056,732.00 | 1.1781 | 3,878.31 | 1,244,935.97 |
11.23 | Plastering | |||||||
11.23(1) | Plastering Light Weight Blockwork | sq.m. | 2,954.00 | 153.00 | 451,962.00 | 1.1781 | 180.25 | 532,456.43 |
11.24 | Structural Steel Finishes (Not Used) | sq.m. | ||||||
11.25 | Caulking (Not Used) | m. | ||||||
12 | CEILING | |||||||
12.1 | Cast-In-Place Architectural Concrete | |||||||
12.1(1) | Exposed Ceiling Concrete Smooth | sq.m. | 900.00 | 165.00 | 148,500.00 | 1.1781 | 194.39 | 174,947.85 |
12.2 | Gypsum Board | |||||||
12.2(1) | Gypsum Board/Alum.T-Bar | sq.m. | 555.00 | 282.00 | 156,510.00 | 1.1781 | 332.22 | 184,384.43 |
12.3 | Acoustic Treatment (Not Used) | |||||||
12.3.1 | Sound Absorbtion | sq.m | 2,228.00 | 662.00 | 1,474,936.00 | 1.1781 | 779.90 | 1,737,622.10 |
12.4 | Metal Ceilings | |||||||
12.4.1 12.4.2 12.4.3 12.4.4 12.4.5 | Metal Plank W/Powder Coating, 0.6mm.thk. Aluminium Plank W/Powder (Perforated),0.9mm.thk. Aluminium Linear W/Powder (Perforated),0.6mm.thk. Aluminium Linear W/Powder (Coating),0.6mm.thk. Aluminium Plank W/Powder (Perforated),1mm.thk. | sq.m. sq.m. sq.m. sq.m. sq.m. | 811.00 1,200.00 41.00 85.00 2,228.00 | 1,800.00 2,700.00 2,150.00 1,750.00 2,820.00 | 1,459,800.00 3,240,000.00 88,150.00 148,750.00 6,282,960.00 | 1.1781 1.1781 1.1781 1.1781 1.1781 | 2,120.58 3,180.87 2,532.92 2,061.68 3,322.24 | 1,719,790.38 3,817,044.00 103,849.52 175,242.38 7,401,955.18 |
12.5 | Metal Fabric Ceiling | |||||||
12.5(1) | Wire Mesh | sq.m. | ||||||