Top Banner
ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN PA 6.1. 1 m' Pagar Sementara dari kayu tinggi 2 meter 6.1.1. Bahan - Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp - Semen Portland 2.500 Kg x Rp 1,300 = Rp - Pasir Beton 0.005 M3 x Rp 87,800 = Rp - Koral Beton 0.009 M3 x Rp 170,900 = Rp - Kayu 5/7 0.038 M3 x Rp 3,107,500 = Rp - Paku Biasa 2" - 5" 0.060 Kg x Rp 14,520 = Rp - Residu/colter 0.400 Lt x Rp 6,530 = Rp Jumlah (1) = Rp 6.1.2. Tenaga - Tukang kayu 0.200 Oh x Rp 130,000 = Rp - Pekerja 0.400 Oh x Rp 100,000 = Rp - Kepala tukang 0.020 Oh x Rp 150,000 = Rp - Mandor 0.020 Oh x Rp 130,000 = Rp Jumlah (2) = Rp Jumlah (1) + (2) = Rp PA 6.2. 1 m' Pagar sementara dari seng gelombang tinggi 2 meter 6.2.1. Bahan - Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp - Semen Portland 2.500 Kg x Rp 1,300 = Rp - Seng Gelombang 1.200 Lbr x Rp 59,640 = Rp - Pasir beton 0.005 M3 x Rp 87,800 = Rp - Koral beton 0.009 M3 x Rp 170,900 = Rp - Kayu 5/7 0.012 M3 x Rp 3,107,500 = Rp - Paku biasa 2" - 0.060 Kg x Rp 14,520 = Rp - Meni besi 0.450 Kg x Rp 25,410 = Rp Jumlah (1) = Rp 6.2.2. Tenaga - Tukang kayu 0.200 Oh x Rp 130,000 = Rp - Pekerja 0.400 Oh x Rp 100,000 = Rp - Kepala tukang 0.020 Oh x Rp 150,000 = Rp - Mandor 0.020 Oh x Rp 130,000 = Rp Jumlah (2) = Rp Jumlah (1) + (2) = Rp
240

RAB Paving Block

Dec 08, 2014

Download

Documents

Zul Ulya

PEKERJAAN LANTAI
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Page 1: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN PERSIAPAN

PA 6.1. 1 m' Pagar Sementara dari kayu tinggi 2 meter

6.1.1. Bahan- Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp 24,062.50- Semen Portland 2.500 Kg x Rp 1,300 = Rp 3,250.00- Pasir Beton 0.005 M3 x Rp 87,800 = Rp 439.00- Koral Beton 0.009 M3 x Rp 170,900 = Rp 1,538.10- Kayu 5/7 0.038 M3 x Rp 3,107,500 = Rp 118,085.00- Paku Biasa 2" - 5" 0.060 Kg x Rp 14,520 = Rp 871.20- Residu/colter 0.400 Lt x Rp 6,530 = Rp 2,612.00

Jumlah (1) = Rp 150,857.80

6.1.2. Tenaga- Tukang kayu 0.200 Oh x Rp 130,000 = Rp 26,000.00- Pekerja 0.400 Oh x Rp 100,000 = Rp 40,000.00- Kepala tukang 0.020 Oh x Rp 150,000 = Rp 3,000.00- Mandor 0.020 Oh x Rp 130,000 = Rp 2,600.00

Jumlah (2) = Rp 71,600.00Jumlah (1) + (2) = Rp 222,457.80

PA 6.2. 1 m' Pagar sementara dari seng gelombang tinggi 2 meter

6.2.1. Bahan- Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp 24,062.50- Semen Portland 2.500 Kg x Rp 1,300 = Rp 3,250.00- Seng Gelombang 1.200 Lbr x Rp 59,640 = Rp 71,568.00- Pasir beton 0.005 M3 x Rp 87,800 = Rp 439.00- Koral beton 0.009 M3 x Rp 170,900 = Rp 1,538.10- Kayu 5/7 0.012 M3 x Rp 3,107,500 = Rp 37,290.00- Paku biasa 2" - 5" 0.060 Kg x Rp 14,520 = Rp 871.20- Meni besi 0.450 Kg x Rp 25,410 = Rp 11,434.50

Jumlah (1) = Rp 150,453.30

6.2.2. Tenaga- Tukang kayu 0.200 Oh x Rp 130,000 = Rp 26,000.00- Pekerja 0.400 Oh x Rp 100,000 = Rp 40,000.00- Kepala tukang 0.020 Oh x Rp 150,000 = Rp 3,000.00- Mandor 0.020 Oh x Rp 130,000 = Rp 2,600.00

Jumlah (2) = Rp 71,600.00Jumlah (1) + (2) = Rp 222,053.30

Page 2: RAB Paving Block

PA 6.3 1 M' Pagar sementara dari kawat duri tinggi 1,8 meter

6.3.1. Bahan- Kayu Laut/Dolken 1.000 Btg x Rp 19,250 = Rp 19,250.00- Semen Portland 2.000 Kg x Rp 1,300 = Rp 2,600.00- Kawat duri 1.625 Kg x Rp 4,030 = Rp 6,548.75- Pasir beton 0.005 M3 x Rp 87,800 = Rp 439.00- Koral beton 0.009 M3 x Rp 170,900 = Rp 1,538.10- Paku biasa 2" - 5" 0.060 Kg x Rp 14,520 = Rp 871.20

Jumlah (1) = Rp 31,247.05

6.3.2. Tenaga- Tukang kayu 0.200 Oh x Rp 130,000 = Rp 26,000.00- Pekerja 0.400 Oh x Rp 100,000 = Rp 40,000.00- Kepala tukang 0.020 Oh x Rp 150,000 = Rp 3,000.00- Mandor 0.020 Oh x Rp 130,000 = Rp 2,600.00

Jumlah (2) = Rp 71,600.00Jumlah (1) + (2) = Rp 102,847.05

PA 6.4 Pengukuran dan Pemasangan bouplank

6.4.1. Bahan- Kayu 5/7 0.012 M3 x Rp 3,107,500 = Rp 37,290.00- Paku biasa 2" - 5" 0.020 Kg x Rp 14,520 = Rp 290.40- Kayu papan 3/20 0.007 M3 x Rp 3,107,500 = Rp 21,752.50

Jumlah (1) = Rp 59,332.90

6.4.2. Tenaga- Tukang kayu 0.100 Oh x Rp 130,000 = Rp 13,000.00- Pekerja 0.100 Oh x Rp 100,000 = Rp 10,000.00- Kepala tukang 0.010 Oh x Rp 150,000 = Rp 1,500.00- Mandor 0.005 Oh x Rp 130,000 = Rp 650.00

Jumlah (2) = Rp 25,150.00Jumlah (1) + (2) = Rp 84,482.90

PA 6.5 1 m2 Pembuatan Kantor Sementara dengan Lantai Plesteran

6.5.1. Bahan- Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp 24,062.50- Kayu 0.180 M3 x Rp 37,400 = Rp 6,732.00- Batu Belah/Kali 15 - 20 cm 0.850 Kg x Rp 125,900 = Rp 138,490.00- Besi Strip 1.100 Kg x Rp 87,800 = Rp 3,073,000.00- Semen Portland 35.000 Kg x Rp 1,300 = Rp 195.00- Pasir pasang 0.150 M3 x Rp 150,200 = Rp 15,020.00- Pasir beton 0.100 M3 x Rp 165,200 = Rp 24,780.00- Koral beton 0.150 M3 x Rp 185,900 = Rp 5,577,000.00- Bata merah 30.000 Bh x Rp 64,400 = Rp 16,100.00- Seng plat 0.250 Lbr x Rp 4,180 = Rp 8,360.00- Jendela nako 2.000 Bh x Rp 13,590 = Rp 1,087.20- Kaca polos 0.080 M2 x Rp 145,200 = Rp 21,780.00- Kunci tanam 0.150 Bh x Rp 170,900 = Rp 10,254.00- Plywood 4 mm 0.060 Lbr x Rp 202,700 = Rp 0.00

Jumlah (1) = Rp 8,916,860.706.5.2. Tenaga

- Tukang kayu 2.000 Oh x Rp 130,000 = Rp 260,000.00

Page 3: RAB Paving Block

- Tukang batu 1.000 Oh x Rp 130,000 = Rp 130,000.00- Pekerja 2.000 Oh x Rp 100,000 = Rp 200,000.00- Kepala tukang 0.300 Oh x Rp 150,000 = Rp 45,000.00- Mandor 0.050 Oh x Rp 130,000 = Rp 6,500.00

Jumlah (2) = Rp 641,500.00Jumlah (1) + (2) = Rp 9,558,360.70

PA 6.6. 1 M² Pembuatan gudang semen dan alat - alat

6.6.1. Bahan- Kayu Laut/Dolken 1.700 Btg x Rp 19,250 = Rp 32,725.00- Kayu 0.210 M3 x Rp 37,400 = Rp 7,854.00- Paku biasa 0.300 Kg x Rp 125,900 = Rp 37,770.00- Semen Portland 10.500 Kg x Rp 1,300 = Rp 13,650.00- Pasir beton 0.030 M3 x Rp 165,200 = Rp 4,956.00- Koral beton 0.050 M3 x Rp 185,900 = Rp 9,295.00- Seng gelombang bjls 20 - 7" 1.500 Lbr x Rp 59,640 = Rp 89,460.00

Jumlah (1) = Rp 195,710.00

6.2.2. Tenaga- Tukang kayu 0.200 Oh x Rp 130,000 = Rp 26,000.00- Pekerja 0.400 Oh x Rp 100,000 = Rp 40,000.00- Kepala tukang 0.020 Oh x Rp 150,000 = Rp 3,000.00- Mandor 0.020 Oh x Rp 130,000 = Rp 2,600.00

Jumlah (2) = Rp 71,600.00Jumlah (1) + (2) = Rp 267,310.00

PA 6.7 1m² Pembuatan rumah jaga / kontruksi kayu

6.7.1 Bahan - Kayu Laut/Dolken 3.000 Btg x Rp 19,250 = Rp 57,750.00- Kayu 0.276 M³ x Rp 37,400 = Rp 10,322.40- Paku biasa 0.700 Kg x Rp 125,900 = Rp 88,130.00- Seng gelombang bjls 20 - 7" 1.500 Lbr x Rp 59,640 = Rp 89,460.00

Jumlah (1) = Rp 245,662.40

6.7.2 Tenaga- Tukang kayu 1.500 Oh x Rp 130,000 = Rp 195,000.00- Pekerja 1.000 Oh x Rp 100,000 = Rp 100,000.00- Kepala Tukang 0.150 Oh x Rp 150,000 = Rp 22,500.00- Mandor 0.050 Oh x Rp 130,000 = Rp 6,500.00

Jumlah (2) = Rp 324,000.00Jumlah (1) + (2) = Rp 569,662.40

PA 6.8 1 m² Membersihkan lapangan dan perataan

6.8.1 Tenaga- Pekerja 0.100 Oh x Rp 100,000 = Rp 10,000.00- Mandor 0.050 Oh x Rp 130,000 = Rp 6,500.00

Jumlah = Rp 16,500.00PA 6.9 1 m² Pembuatan bedeng buruh

6.9.1 Bahan- Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp 24,062.50

Page 4: RAB Paving Block

- Kayu 0.186 M³ x Rp 37,400 = Rp 6,956.40- Paku biasa 0.300 Kg x Rp 125,900 = Rp 37,770.00- Semen portland 18.000 Kg x Rp 1,300 = Rp 23,400.00- Pasir beton 0.030 M³ x Rp 165,200 = Rp 4,956.00- Koral beton 0.050 M³ x Rp 185,900 = Rp 9,295.00- Seng gelombang bjls 20 - 7" 1.500 Lbr x Rp 59,640 = Rp 89,460.00- Plywood 4mm 1.350 Lbr x Rp 202,700 = Rp 273,645.00

Jumlah (1) = Rp 469,544.90

6.9.2 Tenaga- Tukang kayu 2.000 Oh x Rp 130,000 = Rp 260,000.00- Pekerja 1.000 Oh x Rp 100,000 = Rp 100,000.00- Kepala tukang 0.200 Oh x Rp 150,000 = Rp 30,000.00- Mandor 0.050 Oh x Rp 130,000 = Rp 6,500.00

Jumlah (2) = Rp 396,500.00Jumlah (1) + (2) = Rp 866,044.90

PA 6.10. 1 m² Pembuatan bak adukan ukuran ( 40 x 50 x 20 ) cm

6.10.1. Bahan- Waterfroof 0.036 M3 x Rp 52,300 = Rp 1,882.80- Paku biasa 0.080 Kg x Rp 125,900 = Rp 10,072.00- Kaso 5/7 1.000 Btg x Rp 1,300 = Rp 1,300.00

Jumlah (1) = Rp 13,254.80

6.10.2 Tenaga- Tukang kayu 0.300 Oh x Rp 130,000 = Rp 39,000.00- Mandor 0.002 Oh x Rp 130,000 = Rp 195.00

Jumlah (2) = Rp 39,195.00Jumlah (1) + (2) = Rp 52,449.80

PA 6.11. 1 m² Pembuatan Stegger dari bambu, ukuran ( 40 x 50 x 20 ) cm

6.11.1 Bahan- Bambu ø 6 - 8 / 600 cm 1.000 Btg x Rp 62,900 = Rp 62,900.00- Tali ijuk 0.250 Kg x Rp #REF! = Rp #REF!

Jumlah (1) = Rp #REF!

6.11.2 Tenaga- Tukang kayu 0.017 Oh x Rp 130,000 = Rp 2,210.00- Kepala tukang 0.002 Oh x Rp 150,000 = Rp 300.00- Pekerja 0.250 Oh x Rp 100,000 = Rp 25,000.00- Mandor 0.013 Oh x Rp 130,000 = Rp 1,690.00

Jumlah (2) = Rp 29,200.00Jumlah (1) + (2) = Rp #REF!

PA 6.12 1 m² Pembuatan jalan sementara

6. 12.1 Bahan- Batu belah 15/20 0.150 M³ x Rp 125,900 = Rp 18,885.00- Batu pecah 5/7 0.090 M³ x Rp 150,200 = Rp 13,518.00- Pasir pasang 0.010 M³ x Rp 76,500 = Rp 765.00

Page 5: RAB Paving Block

Jumlah (1) = Rp 33,168.00

6.12.2 Tenaga- Pekerja 1.000 Oh x Rp 100,000 = Rp 100,000.00- Mandor 0.050 Oh x Rp 130,000 = Rp 6,500.00

Jumlah (2) = Rp 106,500.00 Jumlah (1) + (2) = Rp 139,668.00

PA 6.13 1 m³ Bongkaran beton betulang

6.13.1 Tenaga- Pekerja 6.667 Oh x Rp 100,000 = Rp 666,700.00- Mandor 0.333 Oh x Rp 130,000 = Rp 43,290.00

Jumlah = Rp 709,990.00

PA 6.14 1m³ Bongkaran dinding tembok bata merah

6.14.1 Tenaga- Pekerja 5.000 Oh x Rp 100,000 = Rp 500,000.00- Mandor 0.250 Oh x Rp 130,000 = Rp 32,500.00

Jumlah = Rp 532,500.00

PA 6.15 1m´ Pasangan pagar kawat jaring galvanis, tinggi 1.00 m

6.15.1 Bahan- Kawat jaring galvanis/BRC 0.434 Lbr x Rp 235,950 = Rp 102,402.30

Jumlah (1) = Rp 102,402.30

6.15.2. Tenaga- Pekerja 0.042 Oh x Rp 100,000 = Rp 4,200.00- Kepala tukang 0.004 Oh x Rp 150,000 = Rp 600.00- Tukang 0.042 Oh x Rp 130,000 = Rp 5,460.00- Mandor 0.002 Oh x Rp 130,000 = Rp 260.00

Jumlah (2) = Rp 10,520.00Jumlah (1) + (2) = Rp 112,922.30

PA 6.16 1 m' Pasang pagar beton pracetak (5 x 50 x 213) cm

6.16.1. Bahan- Panel beton pracetak 0.986 Lbr x Rp 177,700 = Rp 175,212.20- Kolom beton pracetak 0.525 Btg x Rp 0 = Rp 0.00- Pasir beton 0.074 M³ x Rp 165,200 = Rp 12,224.80- Koral 2/3 0.146 M³ x Rp 0 = Rp 0.00- Batu Bata biasa 5x10x20 cm 45.000 Kg x Rp 1,300 = Rp 58,500.00

Jumlah (1) = Rp 245,937.00

6.16.2. Tenaga- Pekerja 0.042 Oh x Rp 100,000 = Rp 4,200.00- Kepala tukang 0.004 Oh x Rp 150,000 = Rp 600.00- Tukang 0.042 Oh x Rp 130,000 = Rp 5,460.00- Mandor 0.002 Oh x Rp 130,000 = Rp 260.00

Jumlah (2) = Rp 10,520.00Jumlah (1) + (2) = Rp 256,457.00

Page 6: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN TANAH

PT 6.1. 1 m³ Galian tanah biasa sedalam 1 meter

6.1.1. Tenaga- Pekerja 0.400 Oh x Rp. 100,000 = Rp. 40,000.00- Mandor 0.040 Oh x Rp. 130,000 = Rp. 5,200.00

Jumlah (1) = Rp. 45,200.00

PT 6.2. 1 m³ Galian tanah biasa sedalam 2 meter

6.2.1. Tenaga- Pekerja 0.526 Oh x Rp. 100,000 = Rp. 52,600.00- Mandor 0.0526 Oh x Rp. 130,000 = Rp. 6,838.00

Jumlah (1) = Rp. 59,438.00

PT 6.3. 1 m³ Galian tanah biasa sedalam 3 meter

6.3.1. Tenaga- Pekerja 0.735 Oh x Rp. 100,000 = Rp. 73,500.00- Mandor 0.0735 Oh x Rp. 130,000 = Rp. 9,555.00

Jumlah (1) = Rp. 83,055.00

PT 6.4. 1 m³ Galian tanah keras sedalam 1 meter

6.4. Tenaga - Pekerja 0.625 Oh x Rp. 100,000 = Rp. 62,500.00- Mandor 0.062 Oh x Rp. 130,000 = Rp. 8,060.00

Jumlah = Rp. 70,560.00

PT 6.5. 1 m³ Galian tanah cadas sedalam 1 meter

6.5.1. Tenaga- Pekerja 1.250 Oh x Rp. 100,000 = Rp. 125,000.00- Mandor 0.125 Oh x Rp. 130,000 = Rp. 16,250.00

Jumlah = Rp. 141,250.00

PT 6.6.. 1 m³ Galian tanah lumpur sedalam 1 meter

6.6.1. Tenaga- Pekerja 0.823 Oh x Rp. 100,000 = Rp. 82,300.00- Mandor 0.083 Oh x Rp. 130,000 = Rp. 10,790.00

Jumlah = Rp. 93,090.00

PT 6.7. 1 m² Pekerjaan stripping setinggi 1 meter

6.7.1. Tenaga- Pekerja 0.050 Oh x Rp. 100,000 = Rp. 5,000.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00

Jumlah (1) = Rp. 5,650.00

PT 6.8. 1 m³ Pembuangan tanah sejauh 150 meter

6.8.1. Tenaga - Pekerja 0.515 Oh x Rp. 100,000 = Rp. 51,500.00- Mandor 0.0515 Oh x Rp. 130,000 Rp. 6,695.00

Page 7: RAB Paving Block

Jumlah = Rp. 58,195.00

Page 8: RAB Paving Block

PT 6.9. 1 m³ Urugan kembali

6.9.1. Tenaga - Pekerja 0.192 Oh x Rp. 100,000 = Rp. 19,200.00- Mandor 0.019 Oh x Rp. 130,000 = Rp. 2,470.00

Jumlah = Rp. 21,670.00

PT 6.10. 1 m³ Pemadatan tanah

6.10.1. Tenaga- Pekerja 0.500 Oh x Rp. 100,000 = Rp. 50,000.00- Mandor 0.050 Oh x Rp. 130,000 = Rp. 6,500.00

Jumlah = Rp. 56,500.00

PT 6.11. 1 m³ Urugan pasir

6.11.1. Bahan- Pasir urug 1.200 M³ x Rp. 64,400 = Rp. 77,280.00

Jumlah (1) = Rp. 77,280.00

6.11.2. Tenaga- Pekerja 0.300 Oh x Rp. 100,000 = Rp. 30,000.00- Mandor 0.015 Oh x Rp. 130,000 = Rp. 1,950.00

Jumlah (2) = Rp. 31,950.00Jumlah (1) + (2) = Rp. 109,230.00

Page 9: RAB Paving Block

PT 6.12. 1 m³ Lapisan pudel campuran 1 Kp : 3 Ps : 7 TL

6.12.1. Bahan- Pasir urug 0.330 M³ x Rp. 64,400 = Rp. 21,252.00- Kapur padam 0.109 M³ x Rp. 1,840 = Rp. 200.56- Tanah liat 0.763 M³ x Rp. 62,900 = Rp. 47,992.70

Jumlah (1) = Rp. 69,445.26

6.12.2. Tenaga- Pekerja 0.500 Oh x Rp. 100,000 = Rp. 50,000.00- Mandor 0.050 Oh x Rp. 130,000 = Rp. 6,500.00

Jumlah (2) = Rp. 56,500.00Jumlah (1) + (2) = Rp. 125,945.26

PT 6.13. 1 m³ Lapisan pudel campuran 1 Kp : 5 TL

6.13.1. Bahan- Kapur padam 0.200 M³ x Rp. 1,840 = Rp. 368.00- Tanah liat 1.000 M³ x Rp. 62,900 = Rp. 62,900.00

Jumlah (1) = Rp. 63,268.00

6.13.2. Tenaga- Pekerja 0.500 Oh x Rp. 100,000 = Rp. 50,000.00- Mandor 0.050 Oh x Rp. 130,000 = Rp. 6,500.00

Jumlah (2) = Rp. 56,500.00Jumlah (1) + (2) = Rp. 119,768.00

PT 6.16. 1 m³ Pembuatan jalan sementara, tebal 25 cm

6.16.1. Bahan- Batu belah 10/15 0.275 M³ x Rp. 140,900 = Rp. 38,747.50- Batu koral 5/7 0.030 M³ x Rp. 170,900 = Rp. 5,127.00- Pasir pasang 0.050 M³ x Rp. 76,500 = Rp. 3,825.00

Jumlah (1) = Rp. 47,699.50

6.16.2. Tenaga

- Pekerja 0.500 Oh x Rp. 100,000 = Rp. 50,000.00- Mandor 0.050 Oh x Rp. 130,000 = Rp. 6,500.00

Jumlah (2) = Rp. 56,500.00Jumlah (1) + (2) = Rp. 104,199.50

Page 10: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN PONDASI

PP 6.1. 1 M³ Pasangan pondasi batu kali, 1 Pc : 1 Ps

6.1.1. Bahan :- Batu belah 15/20 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 392.000 Kg x Rp. 1,300.00 = Rp. 509,600.00- Pasir pasang 0.314 M³ x Rp. 76,500.00 = Rp. 24,021.00

Jumlah (1) = Rp. 672,111.00

6.1.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00Jumlah (1) + (2) = Rp. 918,861.00

PP 6.2. 1 M³ Pasang pondasi batu kali 1 Pc : 2 Ps

6.2.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 267.000 Kg x Rp. 1,300.00 = Rp. 347,100.00- Pasir Pasang 0.427 M³ x Rp. 76,500.00 = Rp. 32,665.50

Jumlah (1) = Rp. 518,255.50

6.2.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 765,005.50

PP 6.3. 1 M³ Pasang pondasi batu kali, 1 Pc : 2,5 Ps

6.3.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 392.000 Kg x Rp. 1,300.00 = Rp. 509,600.00- Pasir Pasang 0.314 M³ x Rp. 76,500.00 = Rp. 24,021.00

Jumlah (1) = Rp. 672,111.00

6.3.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 918,861.00

Page 11: RAB Paving Block

PP 6.4. 1 M³ Pasang pondasi batu kali, 1 Pc : 3 Ps

6.4.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 202.000 Kg x Rp. 1,300.00 = Rp. 262,600.00- Pasir Pasang 0.485 M³ x Rp. 76,500.00 = Rp. 37,102.50

Jumlah (1) = Rp. 438,192.50

6.4.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 684,942.50

PP 6.5. 1 M³ Pasang pondasi batu kali, 1 Pc : 4 Ps.

6.5.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 163.000 Kg x Rp. 1,300.00 = Rp. 211,900.00- Pasir Pasang 0.520 M³ x Rp. 76,500.00 = Rp. 39,780.00

Jumlah (1) = Rp. 390,170.00

6.5.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 636,920.00

PP 6.6. 1 M³ Pasang pondasi batu kali, 1 Pc : 5 Ps

6.6.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 136.000 Kg x Rp. 1,300.00 = Rp. 176,800.00- Pasir Pasang 0.544 M³ x Rp. 76,500.00 = Rp. 41,616.00

Jumlah (1) = Rp. 356,906.00

6.6.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) 246,750.00Jumlah (1) +(2) 603,656.00

PP 6.7. 1 M³ Pasang pondasi batu kali, 1 Pc : 6 Ps

6.7.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 117.000 Kg x Rp. 1,300.00 = Rp. 152,100.00- Pasir Pasang 0.561 M³ x Rp. 76,500.00 = Rp. 42,916.50

Jumlah (1) = Rp. 333,506.506.7.2. Tenaga

Page 12: RAB Paving Block

- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 580,256.50

PP 6.8. 1 M³ Pasang pondasi batu kali, Pc : 8 Ps

6.8.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 91.000 Kg x Rp. 1,300.00 = Rp. 118,300.00- Pasir Pasang 0.561 M³ x Rp. 76,500.00 = Rp. 42,916.50

Jumlah (1) = Rp. 299,706.50

6.8.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 546,456.50

PP 6.9. 1 M³ Pasang pondasi batu kali, 1 Kp : 1 Sm : 1 Ps

6.9.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Kapur pasang 0.229 Kg x Rp. 187,000.00 = Rp. 42,823.00- Batu Bata biasa 5x10x20 cm 0.229 M³ x Rp. 25,080.00 = Rp. 5,743.32- Pasir Pasang 0.544 M³ x Rp. 6,270.00 = Rp. 3,410.88

Jumlah (1) = Rp. 190,467.20

6.9.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00

Jumlah (1) +(2) = Rp. 437,217.20

PP 6.10. 1 M³ Pasang pondasi batu kali, 1 Kp : 1 SM : 2 Ps

6.10.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Kapur pasang 0.170 Kg x Rp. 187,000.00 = Rp. 31,790.00- Batu Bata biasa 5x10x20 cm 0.170 M³ x Rp. 25,080.00 = Rp. 4,263.60- Pasir Pasang 0.340 M³ x Rp. 6,270.00 = Rp. 2,131.80

Jumlah (1) = Rp. 176,675.40

6.10.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 423,425.40

PP 6.11. 1 M³ Pasangan pondasi batu kali, 1 Pc : 1/4 Kp : 4 Ps

6.11.1. Bahan

Page 13: RAB Paving Block

- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Kayu Profil 4" 156.000 Kg x Rp. 25,080.00 = Rp. 3,912,480.00- Kapur pasang 0.032 M³ x Rp. 187,000.00 = Rp. 5,984.00- Pasir Pasang 0.584 M³ x Rp. 6,270.00 = Rp. 3,661.68

Jumlah (1) = Rp. 4,060,615.68

6.11.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 4,307,365.68

PP 6.12. 1 M³ Pasang pondasi batu kali, 1 Pc : 3 Kp : 10 Ps

6.12.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Kayu Profil 4" 61.000 Kg x Rp. 25,080.00 = Rp. 1,529,880.00- Kapur pasang 0.147 M³ x Rp. 187,000.00 = Rp. 27,489.00- Pasir Pasang 0.492 M³ x Rp. 6,270.00 = Rp. 3,084.84

Jumlah (1) = Rp. 1,698,943.84

6.12.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 1,945,693.84

PP 6.13. 1 M³ Pasang pondasi batu kali, 1/4 Pc : 1 Kp : 4 Ps

6.13.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Kayu Profil 4" 41.000 Kg x Rp. 25,080.00 = Rp. 1,028,280.00- Kapur pasang 0.131 M³ x Rp. 187,000.00 = Rp. 24,497.00- Pasir Pasang 0.523 M³ x Rp. 6,270.00 = Rp. 3,279.21

Jumlah (1) = Rp. 1,194,546.21

6.13.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 1,441,296.21

PP 6.14. 1 M³ Pasang pondasi batu kosong

6.14.1. Bahan- Batu belah 10/15 cm 1.200 M³ x Rp. 140,900.00 = Rp. 169,080.00- Pasir pasang 0.300 M³ x Rp. 76,500.00 = Rp. 22,950.00

Jumlah (1) = Rp. 192,030.006.14.2. Tenaga

- Pekerja 0.780 Oh x Rp. 100,000.00 = Rp. 78,000.00- Tukang batu 0.390 Oh x Rp. 130,000.00 = Rp. 50,700.00- Kepala tukang 0.039 Oh x Rp. 150,000.00 = Rp. 5,850.00

Page 14: RAB Paving Block

- Mandor 0.039 Oh x Rp. 130,000.00 = Rp. 5,070.00Jumlah (2) = Rp. 139,620.00Jumlah (1) +(2) = Rp. 331,650.00

Page 15: RAB Paving Block

PP 6.15. 1 M³ Pasang pondasi siklop 40 % batu kali

6.15.1. Bahan- Besi beton 75.000 Kg x Rp. 14,410.00 = Rp. 1,080,750.00- Semen portland 202.000 Kg x Rp. 1,300.00 = Rp. 262,600.00- Pasir beton 0.320 Kg x Rp. 87,800.00 = Rp. 28,096.00- Koral beton 0.490 M³ x Rp. 185,900.00 = Rp. 91,091.00- Kawat beton 0.800 Kg x Rp. 16,830.00 = Rp. 13,464.00

Jumlah (1) = Rp. 1,476,001.00

6.15.2. Tenaga- Pekerja 3.000 Oh x Rp. 100,000.00 = Rp. 300,000.00- Tukang batu 0.850 Oh x Rp. 130,000.00 = Rp. 110,500.00- Kepala tukang 0.085 Oh x Rp. 150,000.00 = Rp. 12,750.00- Mandor 0.150 Oh x Rp. 130,000.00 = Rp. 19,500.00

Jumlah (2) = Rp. 442,750.00Jumlah (1) +(2) = Rp. 1,918,751.00

PP 6.16. 1 M³ Pasang pondasi sumuran diameter 100 Cm

6.16.1. Bahan- Batu belah 15/20 cm 0.450 M³ x Rp. 125,900.00 = Rp. 56,655.00- Semen portland 280.000 Kg x Rp. 1,300.00 = Rp. 364,000.00- Pasir Pasang 0.670 M³ x Rp. 76,500.00 = Rp. 51,255.00

Jumlah (1) = Rp. 471,910.00

6.16.2. Tenaga- Pekerja 2.380 Oh x Rp. 100,000.00 = Rp. 238,000.00- Tukang batu 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00- Kepala tukang 0.030 Oh x Rp. 150,000.00 = Rp. 4,500.00- Mandor 0.080 Oh x Rp. 130,000.00 = Rp. 10,400.00

Jumlah (2) = Rp. 291,900.00Jumlah (1) +(2) = Rp. 763,810.00

PP 6.17. 1 M³ Pembuatan tiang pancang (40 x 40) Cm, beton bertulang

6.17.1. Bahan- Pasir urug darat 0.019 M³ x Rp. 64,400.00 = Rp. 1,223.60- Pasir beton 0.094 M³ x Rp. 87,800.00 = Rp. 8,253.20- Koral beton 0.150 M³ x Rp. 185,900.00 = Rp. 27,885.00- Semen porland 60.500 Kg x Rp. 1,300.00 = Rp. 78,650.00- Besi beton 45.000 Kg x Rp. 14,410.00 = Rp. 648,450.00- Kawat beton 0.900 Kg x Rp. 16,830.00 = Rp. 15,147.00- Kayu kaso 5/7 0.032 M³ x Rp. 3,107,500.00 = Rp. 99,440.00- Paku 0.120 Kg x Rp. 14,520.00 = Rp. 1,742.40- Minyak bekisting 0.090 Lt x Rp. 6,290.00 = Rp. 566.10- Plamur tembok 0.240 Kg x Rp. 15,730.00 = Rp. 3,775.20

Jumlah (1) = Rp. 885,132.506.17.2. Tenaga

- Pekerja 1.000 Oh x Rp. 100,000.00 = Rp. 100,000.00- Tukang batu 0.670 Oh x Rp. 130,000.00 = Rp. 87,100.00- Kepala tukang 0.067 Oh x Rp. 150,000.00 = Rp. 10,050.00- Mandor 0.050 Oh x Rp. 130,000.00 = Rp. 6,500.00

Jumlah (2) = Rp. 203,650.00Jumlah (1) +(2) = Rp. 1,088,782.50

Page 16: RAB Paving Block

PP 6.18. 1 M³ Pembuatan tiang pancang (35 x 35) Cm, beton bertulang

6.18.1. Bahan- Pasir urug darat 0.016 M³ x Rp. 64,400.00 = Rp. 1,030.40- Pasir beton 0.080 M³ x Rp. 87,800.00 = Rp. 7,024.00- Koral beton 0.125 M³ x Rp. 185,900.00 = Rp. 23,237.50- Semen porland 49.000 Kg x Rp. 1,300.00 = Rp. 63,700.00- Besi beton 34.500 Kg x Rp. 14,410.00 = Rp. 497,145.00- Kawat beton 0.700 Kg x Rp. 16,830.00 = Rp. 11,781.00- Kayu kaso 5/7 0.027 M³ x Rp. 3,107,500.00 = Rp. 83,902.50- Paku 0.120 Kg x Rp. 14,520.00 = Rp. 1,742.40- Minyak bekisting 0.090 Lt x Rp. 6,290.00 = Rp. 566.10- Plamur tembok 0.200 Kg x Rp. 15,730.00 = Rp. 3,146.00

Jumlah (1) = Rp. 693,274.90

6.18.2. Tenaga- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang batu 0.500 Oh x Rp. 130,000.00 = Rp. 65,000.00- Kepala tukang 0.050 Oh x Rp. 150,000.00 = Rp. 7,500.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00

Jumlah (2) = Rp. 157,700.00Jumlah (1) +(2) = Rp. 850,974.90

Page 17: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN DINDING

PD 6.1. 1 M² Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps

6.1.1. Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 64.030 Kg x Rp. 1,300 = Rp 83,239.00- Pasir pasang 0.059 M³ x Rp. 76,500 = Rp 4,513.50

Jumlah (1) = Rp 188,552.50

6.1.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00

Jumlah (2) = Rp 97,900.00Jumlah (1) + (2) = Rp 286,452.50

PD 6.2 1m² Pasangan bata merah tebal 1 bata, 1Pc : 2 Ps

6.2.1 Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 43.500 Kg x Rp. 1,300 = Rp 56,550.00- Pasir pasang 0.080 M³ x Rp. 76,500 = Rp 6,120.00

Jumlah (1) = Rp 163,470.00

6.2.2 Tenaga - Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00

Jumlah (2) = Rp 97,900.00Jumlah (1) + (2) = Rp 261,370.00

PD 6.3 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 3 Ps

6.3.1 Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 32.950 Kg x Rp. 1,300 = Rp 42,835.00- Pasir pasang 0.091 M³ x Rp. 76,500 = Rp 6,961.50

Jumlah (1) = Rp 150,596.50

6.3.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00

Jumlah (2) = Rp 97,900.00Jumlah (1) + (2) = Rp 248,496.50

PD 6.4 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 4 Ps

6.4.1 Bahan

Page 18: RAB Paving Block

- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 26.550 Kg x Rp. 1,300 = Rp 34,515.00- Pasir pasang 0.093 M³ x Rp. 76,500 = Rp 7,114.50

Jumlah (1) = Rp 142,429.50

6.4.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 65,000.00

Jumlah (2) = Rp 94,000.00Jumlah (1) + (2) = Rp 236,429.50

PD 6.5 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 5 Ps

6.5.1 Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 22.200 Kg x Rp. 1,300 = Rp 28,860.00- Pasir pasang 0.102 M³ x Rp. 76,500 = Rp 7,803.00

Jumlah (1) = Rp 137,463.00

6.5.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 0.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 0.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00

Jumlah (2) = Rp 68,900.00

Jumlah (1) + (2) = Rp 206,363.00

PD 6.6 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 6 Ps

6.6.1 Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 22.200 Kg x Rp. 1,300 = Rp 28,860.00- Pasir pasang 0.102 M³ x Rp. 76,500 = Rp 7,803.00

Jumlah (1) = Rp 137,463.00

6.6.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00

Jumlah (2) = Rp 97,900.00Jumlah (1) + (2) = Rp 235,363.00

Page 19: RAB Paving Block

PD 6.7 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 3 Kp : 10 Ps

6.7.1 Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 10.080 Kg x Rp. 1,300 = Rp 13,104.00- Pasir pasang 0.0925 M³ x Rp. 76,500 = Rp 7,076.25

Jumlah (1) = Rp 20,180.25

6.7.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00

Jumlah (2) = Rp 97,900.00Jumlah (1) + (2) = Rp 118,080.25

PD 6.8 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 1 Ps

6.8.1 Bahan- Bata merah 5 x 10 x 20 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 27.800 Kg x Rp. 1,300 = Rp 36,140.00- Pasir pasang 0.028 M³ x Rp. 76,500 = Rp 2,142.00

Jumlah (1) = Rp 88,682.00

6.8.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 137,132.00

PD 6.9 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 2 Ps

6.9.1 Bahan- Bata merah 5 x 10 x 20 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 18.950 Kg x Rp. 1,300 = Rp 24,635.00- Pasir pasang 0.038 M³ x Rp. 76,500 = Rp 2,907.00

Jumlah (1) = Rp 77,942.00

6.9.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 126,392.00

Page 20: RAB Paving Block

PD 6.10 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 3 Ps

6.10.1 Bahan- Bata merah 5 x 10 x 20 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 14.370 Kg x Rp. 1,300 = Rp 18,681.00- Pasir pasang 0.040 M³ x Rp. 76,500 = Rp 3,060.00

Jumlah (1) = Rp 72,141.00

6.10.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 120,591.00

PD 6.11 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 4 Ps

6.11.1 Bahan- Bata merah 5 x 10 x 20 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 11.500 Kg x Rp. 1,300 = Rp 14,950.00- Pasir pasang 0.043 M³ x Rp. 76,500 = Rp 3,289.50

Jumlah (1) = Rp 68,639.50

6.11.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 117,089.50

PD 6.12 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 5 Ps

6.12.1 Bahan- Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 9.680 Kg x Rp. 1,300 = Rp 12,584.00- Pasir pasang 0.045 M³ x Rp. 76,500 = Rp 3,442.50

Jumlah (1) = Rp 66,426.50

6.12.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 114,876.50

Page 21: RAB Paving Block

PD 6.13 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 6 Ps

6.13.1 Bahan- Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 8.320 Kg x Rp. 1,300 = Rp 10,816.00- Pasir pasang 0.049 M³ x Rp. 76,500 = Rp 3,748.50

Jumlah (1) = Rp 64,964.50

6.13.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 113,414.50

PD 6.14 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 8 Ps

6.14.1 Bahan- Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 6.500 Kg x Rp. 1,300 = Rp 8,450.00- Pasir pasang 0.050 M³ x Rp. 76,500 = Rp 3,825.00

Jumlah (1) = Rp 62,675.00

6.14.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 111,125.00

PD 6.15 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 3 Kp : 10 Ps

6.15.1 Bahan - Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 4.500 Kg x Rp. 1,300 = Rp 5,850.00- Pasir pasang 0.050 M³ x Rp. 76,500 = Rp 3,825.00- Kapur pasang 0.015 M³ x Rp. 0 = Rp 0.00

Jumlah (1) = Rp 60,075.00

6.15.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 108,525.00

Page 22: RAB Paving Block

PD 6.16 1 m² Pasangan bata merah tebal 1/2 bata, 1Kp : 1 Sm : 1 Ps

6.16.1 Bahan - Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Kawat Duri 0.018 M³ x Rp. 4,030 = Rp 72.54- Pasir pasang 0.018 M³ x Rp. 76,500 = Rp 1,377.00- Kapur padam 0.018 M³ x Rp. 68,290 = Rp 1,229.22

Jumlah (1) = Rp 53,078.76

6.16.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 101,528.76

PD 6.17 1 m² Pasangan bata merah tebal 1/2 bata, 1Kp : 1 Sm : 2 Ps

6.17.1 Bahan - Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Kawat Duri 0.014 Kg x Rp. 1,300 = Rp 18.20- Pasir pasang 0.028 M³ x Rp. 76,500 = Rp 2,142.00- Kapur padam 0.014 M³ x Rp. 68,290 = Rp 956.06

Jumlah (1) = Rp 53,516.26

6.17.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 101,966.26

PD 6.18 1 m² Pasangan dinding holowblock (HB.20)

6.18.1 Bahan- Hollow block (HB.20) 12.500 Bh x Rp. 17,070 = Rp 213,375.00- Semen portland 13.500 Kg x Rp. 1,300 = Rp 17,550.00- Pasir pasang 0.048 M³ x Rp. 76,500 = Rp 3,672.00- Besi beton polos 1.950 M³ x Rp. 168,250 = Rp 328,087.50

Jumlah (1) = Rp 562,684.50

6.18.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp 2,250.00- Mandor 0.017 Oh x Rp. 130,000 = Rp 2,210.00

Jumlah (2) = Rp 55,960.00Jumlah (1) + (2) = Rp 618,644.50

Page 23: RAB Paving Block

PD 6.19 1 m² Pasangan dinding holowblock (HB.15)

6.19.1 Bahan- Hollow block (HB.15) 12.500 Bh x Rp. 8,540 = Rp 106,750.00- Semen portland 10.450 Kg x Rp. 1,300 = Rp 13,585.00- Pasir pasang 0.038 M³ x Rp. 76,500 = Rp 2,907.00- Besi beton polos 1.950 M³ x Rp. 168,250 = Rp 328,087.50

Jumlah (1) = Rp 451,329.50

6.19.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.120 Oh x Rp. 130,000 = Rp 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000 = Rp 1,800.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 51,350.00Jumlah (1) + (2) = Rp 502,679.50

PD 6.20 1 m² Pasangan dinding holowblock (HB.10)

6.20.1 Bahan- Hollow block (HB.10) 12.500 Bh x Rp. 17,330 = Rp 216,625.00- Semen portland 7.500 Kg x Rp. 1,300 = Rp 9,750.00- Pasir pasang 0.027 M³ x Rp. 76,500 = Rp 2,065.50- Besi beton polos 1.950 M³ x Rp. 168,250 = Rp 328,087.50

Jumlah (1) = Rp 556,528.00

6.20.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 604,978.00

PD 6.21 1 m² Pasangan dinding conblock (CB.20)

6.21.1 Bahan- Concrete block (CB 20) 12.500 Bh x Rp. 2,920 = Rp 36,500.00- Semen portland 14.050 Kg x Rp. 1,300 = Rp 18,265.00- Pasir beton 0.004 M³ x Rp. 87,800 = Rp 351.20- Pasir pasang 0.042 M³ x Rp. 76,500 = Rp 3,213.00- Besi beton polos 3.870 Bh x Rp. 14,410 = Rp 55,766.70- Paku biasa 2" - 5" 0.006 Kg x Rp. 14,520 = Rp 87.12- Kayu sembarang 0.001 M³ x Rp. 3,107,500 = Rp 3,107.50- Kawat beton 0.030 M³ x Rp. 16,830 = Rp 504.90- Koral beton 0.005 M³ x Rp. 185,900 = Rp 929.50

Jumlah (1) = Rp 118,724.92

Page 24: RAB Paving Block

6.21.2 Tenaga- Pekerja 0.370 Oh x Rp. 100,000 = Rp 37,000.00- Tukang batu 0.157 Oh x Rp. 130,000 = Rp 20,410.00- Tukang besi 0.007 Oh x Rp. 130,000 = Rp 910.00- Kepala tukang 0.0164 Oh x Rp. 150,000 = Rp 2,460.00- Mandor 0.0185 Oh x Rp. 130,000 = Rp 2,405.00

Jumlah (2) = Rp 63,185.00Jumlah (1) + (2) = Rp 181,909.92

PD 6.22 1 m² Pasangan dinding Conblock (CB.15)

6.22.1 Bahan- Concrete block (CB 15) 12.500 Bh x Rp. 1,600 = Rp 20,000.00- Semen portland 10.460 Kg x Rp. 1,300 = Rp 13,598.00- Pasir beton 0.003 M³ x Rp. 87,800 = Rp 263.40- Pasir pasang 0.032 M³ x Rp. 76,500 = Rp 2,448.00- Besi beton polos ø 8 mm 2.870 Bh x Rp. 14,410 = Rp 41,356.70- Paku biasa 2" - 5" 0.004 Kg x Rp. 14,520 = Rp 58.08- Kayu sembarang 0.001 M³ x Rp. 3,107,500 = Rp 3,107.50- Kawat beton 0.020 M³ x Rp. 16,830 = Rp 336.60- Koral beton 0.004 M³ x Rp. 185,900 = Rp 743.60

Jumlah (1) = Rp 81,911.88

6.22.2 Tenaga- Pekerja 0.340 Oh x Rp. 100,000 = Rp 34,000.00- Tukang batu 0.130 Oh x Rp. 130,000 = Rp 16,900.00- Tukang besi 0.007 Oh x Rp. 130,000 = Rp 910.00- Kepala tukang 0.0137 Oh x Rp. 150,000 = Rp 2,055.00- Mandor 0.017 Oh x Rp. 130,000 = Rp 2,210.00

Jumlah (2) = Rp 56,075.00Jumlah (1) + (2) = Rp 137,986.88

PD 6.23 1 m² Pasangan dinding Conblock (CB.10)

6.23.1 Bahan- Concrete block (CB 10) 12.500 Bh x Rp. 740 = Rp 9,250.00- Semen portland 7.200 Kg x Rp. 1,300 = Rp 9,360.00- Pasir beton 0.002 M³ x Rp. 87,800 = Rp 175.60- Pasir pasang 0.021 M³ x Rp. 76,500 = Rp 1,606.50- Besi beton polos 2.540 Bh x Rp. 14,410 = Rp 36,601.40- Paku biasa 2" - 5" 0.003 Kg x Rp. 14,520 = Rp 43.56- Kayu sembarang 0.001 M³ x Rp. 3,107,500 = Rp 3,107.50- Kawat beton 0.015 M³ x Rp. 16,830 = Rp 252.45- Koral beton 0.003 M³ x Rp. 185,900 = Rp 557.70

Jumlah (1) = Rp 60,954.71

6.23.2 Tenaga- Pekerja 0.340 Oh x Rp. 100,000 = Rp 34,000.00- Tukang batu 0.107 Oh x Rp. 130,000 = Rp 13,910.00- Tukang besi 0.007 Oh x Rp. 130,000 = Rp 910.00- Kepala tukang 0.0114 Oh x Rp. 150,000 = Rp 1,710.00- Mandor 0.017 Oh x Rp. 130,000 = Rp 2,210.00

Jumlah (2) = Rp 52,740.00Jumlah (1) + (2) = Rp 113,694.71

Page 25: RAB Paving Block

PD 6.24 1 m² Pasang dinding lantai

6.24.1 Bahan- Bondbeam 40 x 20 x 20 cm 2.500 Bh x Rp. 30,250 = Rp 75,625.00- Semen portland 5.100 Kg x Rp. 1,300 = Rp 6,630.00- Pasir beton 0.080 M³ x Rp. 87,800 = Rp 7,024.00- Besi beton polos 1.500 Kg x Rp. 14,410 = Rp 21,615.00- Koral beton 0.150 M³ x Rp. 185,900 = Rp 27,885.00

Jumlah (1) = Rp 138,779.00

6.24.2 Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp 10,000.00- Tukang batu 0.030 Oh x Rp. 130,000 = Rp 3,900.00- Tukang besi 0.030 Oh x Rp. 130,000 = Rp 3,900.00- Kepala tukang 0.006 Oh x Rp. 150,000 = Rp 900.00- Mandor 0.005 Oh x Rp. 130,000 = Rp 650.00

Jumlah (2) = Rp 19,350.00Jumlah (1) + (2) = Rp 158,129.00

PD 6.25 1 m² Pasang dinding roster / terawang

6.25.1 Bahan- Roster/terawang 36.000 Bh x Rp. 3,030 = Rp 109,080.00- Semen portland 12.800 Kg x Rp. 1,300 = Rp 16,640.00- Pasir pasang 0.035 M³ x Rp. 76,500 = Rp 2,677.50

Jumlah (1) = Rp 128,397.50

6.25.2 Tenaga- Pekerja 0.300 Oh x Rp. 100,000 = Rp 30,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 46,450.00Jumlah (1) + (2) = Rp 174,847.50

PD 6.26 1 m² Pasang bata berongga ukuran ( 5 x 10 x 20 ) cm

6.26.1 Bahan- Batu berongga 80.000 Bh x Rp. 610 = Rp 48,800.00- Semen portland 23.650 Kg x Rp. 1,300 = Rp 30,745.00- Pasir pasang 0.570 M³ x Rp. 76,500 = Rp 43,605.00

Jumlah (1) = Rp 123,150.00

6.26.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp 2,250.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00

Jumlah (2) = Rp 55,700.00Jumlah (1) + (2) = Rp 178,850.00

Page 26: RAB Paving Block

PD 6.27 1 m² Pasang dinding anyaman bambu, rangka kayu

6.27.1 Bahan- Bilik bambu 1.500 M² x Rp. 16,340 = Rp 24,510.00- Kayu 5/7 0.014 M³ x Rp. 5,225,000 = Rp 73,150.00- Paku 0.012 Kg x Rp. 14,520 = Rp 174.24- List kayu 2/4 0.003 M³ x Rp. 5,225,000 = Rp 15,675.00

Jumlah (1) = Rp 113,509.24

6.27.2 Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp 10,000.00- Tukang batu 0.050 Oh x Rp. 130,000 = Rp 6,500.00- Kepala tukang 0.005 Oh x Rp. 150,000 = Rp 750.00- Mandor 0.002 Oh x Rp. 130,000 = Rp 260.00

Jumlah (2) = Rp 17,510.00Jumlah (1) + (2) = Rp 131,019.24

Page 27: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN PLESTERAN

PPL 6.1. 1 M² Plesteran 1 Pc : 1 Ps, tebal 15 mm

6.1.1. Bahan- Semen portland 12.920 Kg x Rp. 1,300 = Rp. 16,796.00- Pasir pasang 0.013 M³ x Rp. 76,500 = Rp. 994.50

Jumlah (1) = Rp. 17,790.506.1.2. Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 43,050.00Jumlah (1) + (2) = Rp. 60,840.50

PPL 6.2. 1 M² Plesteran 1 Pc : 2 Ps, tebal 15 mm

6.2.1. Bahan- Semen portland 8.520 Kg x Rp. 1,300 = Rp. 11,076.00- Pasir pasang 0.017 M³ x Rp. 76,500 = Rp. 1,300.50

Jumlah (1) = Rp. 12,376.506.2.2. Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 43,050.00Jumlah (1) + (2) = Rp. 55,426.50

PPL 6.3. 1 M² Plesteran 1 Pc : 3 Ps, tebal 15 mm

6.3.1. Bahan- Semen portland 6.480 Kg x Rp. 1,300 = Rp. 8,424.00- Pasir pasang 0.019 M³ x Rp. 76,500 = Rp. 1,453.50

Jumlah (1) = Rp. 9,877.506.3.2. Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 43,050.00Jumlah (1) + (2) = Rp. 52,927.50

PPL 6.4. 1 M² Plesteran 1 Pc : 4 Ps, tebal 15 mm

6.4.1. Bahan- Semen portland 5.200 Kg x Rp. 1,300 = Rp. 6,760.00- Pasir pasang 0.020 M³ x Rp. 76,500 = Rp. 1,530.00

Jumlah (1) = Rp. 8,290.00

Page 28: RAB Paving Block

6.4.2. Tenaga- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 43,050.00Jumlah (1) + (2) = Rp. 51,340.00

PPL 6.5. 1 M² Plesteran 1 Pc : 5 Ps, tebal 15 mm

6.5.1. Bahan- Semen portland 4.320 Kg x Rp. 1,300 = Rp. 5,616.00- Pasir pasang 0.022 M³ x Rp. 76,500 = Rp. 1,683.00

Jumlah (1) = Rp. 7,299.006.5.2. Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 43,050.00Jumlah (1) + (2) = Rp. 50,349.00

PPL 6.6. 1 M² Plesteran 1 Pc : 6 Ps, tebal 15 mm

6.6.1. Bahan- Semen portland 3.680 Kg x Rp. 1,300 = Rp. 4,784.00- Pasir pasang 0.023 M³ x Rp. 76,500 = Rp. 1,759.50

Jumlah (1) = Rp. 6,543.506.6.2. Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 43,050.00Jumlah (1) + (2) = Rp. 49,593.50

PPL 6.7. 1 M² Plesteran 1 Pc : 8 Ps, tebal 15 mm

6.7.1. Bahan- Semen portland 2.880 Kg x Rp. 1,300 = Rp. 3,744.00- Pasir pasang 0.024 M³ x Rp. 76,500 = Rp. 1,836.00

Jumlah (1) = Rp. 5,580.006.7.2. Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 43,050.00Jumlah (1) + (2) = Rp. 48,630.00

Page 29: RAB Paving Block

PPL 6.8. 1 M² Plesteran 1 Pc : 0,5 Kp : 3 Ps, tebal 15 mm

6.8.1. Bahan- Semen portland 5.760 Kg x Rp. 1,300 = Rp. 7,488.00- Kapur padam 0.003 M³ x Rp. 8,470 = Rp. 25.41- Pasir pasang 0.013 M³ x Rp. 76,500 = Rp. 994.50

Jumlah (1) = Rp. 8,507.916.8.2. Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 43,050.00Jumlah (1) + (2) = Rp. 51,557.91

PPL 6.9. 1 M² Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm

6.9.1. Bahan- Semen portland 1.840 Kg x Rp. 1,300 = Rp. 2,392.00- Kapur padam 0.006 M³ x Rp. 8,470 = Rp. 50.82- Pasir pasang 0.014 M³ x Rp. 76,500 = Rp. 1,071.00

Jumlah (1) = Rp. 3,513.826.9.2. Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 43,050.00Jumlah (1) + (2) = Rp. 46,563.82

PPL 6.12. 1 M² Plesteran 1 Kp : 1 Sm : 2 Ps, tebal 15 mm

6.12.1. Bahan- Bingkai Naco Niki Hita 0.007 Kg x Rp. 1,300 = Rp. 9.10- Kapur padam 0.007 M³ x Rp. 8,470 = Rp. 59.29- Pasir pasang 0.015 M³ x Rp. 76,500 = Rp. 1,147.50

Jumlah (1) = Rp. 1,215.896.12.2. Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 43,050.00Jumlah (1) + (2) = Rp. 44,265.89

PPL 6.13. 1 M² Plesteran 1 Pc : 2 Ps, tebal 20 mm

6.13.1. Bahan- Semen Portland 14.280 Kg x Rp. 1,300 = Rp. 18,564.00- Pasir pasang 0.023 M³ x Rp. 76,500 = Rp. 1,759.50

Jumlah (1) = Rp. 20,323.50

Page 30: RAB Paving Block

6.13.2. Tenaga- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.0125 Oh x Rp. 130,000 = Rp. 1,625.00

Jumlah (2) = Rp. 55,625.00Jumlah (1) + (2) = Rp. 75,948.50

PPL 6.14. 1 M² Plesteran 1 Pc : 3 Ps, tebal 20 mm

6.14.1. Bahan- Semen Portland 10.800 Kg x Rp. 1,300 = Rp. 14,040.00- Pasir pasang 0.026 M³ x Rp. 76,500 = Rp. 1,989.00

Jumlah (1) = Rp. 16,029.006.14.2. Tenaga

- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.0125 Oh x Rp. 130,000 = Rp. 1,625.00

Jumlah (2) = Rp. 55,625.00Jumlah (1) + (2) = Rp. 71,654.00

PPL 6.15. 1 M² Plesteran 1 Pc : 4 Ps, tebal 20 mm

6.15.1. Bahan- Semen Portland 8.680 Kg x Rp. 1,300 = Rp. 11,284.00- Pasir pasang 0.028 M³ x Rp. 76,500 = Rp. 2,142.00

Jumlah (1) = Rp. 13,426.006.15.2. Tenaga

- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.0125 Oh x Rp. 130,000 = Rp. 1,625.00

Jumlah (2) = Rp. 55,625.00Jumlah (1) + (2) = Rp. 69,051.00

PPL 6.16. 1 M² Plesteran 1 Pc : 5 Ps, tebal 20 mm

6.16.1. Bahan- Semen Portland 7.290 Kg x Rp. 1,300 = Rp. 9,477.00- Pasir pasang 0.028 M³ x Rp. 76,500 = Rp. 2,142.00

Jumlah (1) = Rp. 11,619.006.16.2. Tenaga

- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.0125 Oh x Rp. 130,000 = Rp. 1,625.00

Jumlah (2) = Rp. 55,625.00Jumlah (1) + (2) = Rp. 67,244.00

PPL 6.17. 1 M² Plesteran 1 Pc : 6 Ps, tebal 20 mm

6.17.1. Bahan- Semen Portland 6.240 Kg x Rp. 1,300 = Rp. 8,112.00- Pasir pasang 0.030 M³ x Rp. 76,500 = Rp. 2,295.00

Jumlah (1) = Rp. 10,407.00

6.17.2. Tenaga

Page 31: RAB Paving Block

- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.0125 Oh x Rp. 130,000 = Rp. 1,625.00

Jumlah (2) = Rp. 55,625.00Jumlah (1) + (2) = Rp. 66,032.00

PPL 6.18. 1 M² Plesteran 1 Kp : 1 Sm : 2 Ps, tebal 20 mm

6.18.1. Bahan- Bingkai Naco Niki Hita 0.009 M³ x Rp. 1,300 = Rp. 11.70- Kapur padam 0.009 M³ x Rp. 8,470 = Rp. 76.23- Pasir pasang 0.018 M³ x Rp. 76,500 = Rp. 1,377.00

Jumlah (1) = Rp. 1,464.936.18.2. Tenaga

- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.0125 Oh x Rp. 130,000 = Rp. 1,625.00

Jumlah (2) = Rp. 55,625.00Jumlah (1) + (2) = Rp. 57,089.93

PPL 6.19. 1 M² Plesteran 1 Pc : 2 Ps, tebal 25 mm

6.19.1. Bahan- Semen Portland 15.500 Kg x Rp. 1,300 = Rp. 20,150.00- Pasir pasang 0.013 M³ x Rp. 76,500 = Rp. 994.50

Jumlah (1) = Rp. 21,144.506.19.2. Tenaga

- Pekerja 0.300 Oh x Rp. 100,000 = Rp. 30,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.013 Oh x Rp. 130,000 = Rp. 1,625.00

Jumlah (2) = Rp. 60,625.00Jumlah (1) + (2) = Rp. 81,769.50

PPL 6.20. 1 M² Plesteran 1 Pc : 3 Ps, tebal 25 mm

6.20.1. Bahan- Semen Portland 11.750 Kg x Rp. 1,300 = Rp. 15,275.00- Pasir pasang 0.035 M³ x Rp. 76,500 = Rp. 2,677.50

Jumlah (1) = Rp. 17,952.506.20.2. Tenaga

- Pekerja 0.300 Oh x Rp. 100,000 = Rp. 30,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.013 Oh x Rp. 130,000 = Rp. 1,690.00

Jumlah (2) = Rp. 60,690.00Jumlah (1) + (2) = Rp. 78,642.50

PPL 6.21. 1 M² Plesteran 1 Pc : 4 Ps, tebal 25 mm

Page 32: RAB Paving Block

6.21.1. Bahan- Semen Portland 9.480 Kg x Rp. 1,300 = Rp. 12,324.00- Pasir pasang 0.038 M³ x Rp. 76,500 = Rp. 2,907.00

Jumlah (1) = Rp. 15,231.006.21.2. Tenaga

- Pekerja 0.300 Oh x Rp. 100,000 = Rp. 30,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.013 Oh x Rp. 130,000 = Rp. 1,690.00

Jumlah (2) = Rp. 60,690.00Jumlah (1) + (2) = Rp. 75,921.00

PPL 6.22. 1 M² Plesteran 1 Pc : 5 Ps, tebal 25 mm

6.22.1. Bahan- Semen Portland 7.940 Kg x Rp. 1,300 = Rp. 10,322.00- Pasir pasang 0.039 M³ x Rp. 76,500 = Rp. 2,983.50

Jumlah (1) = Rp. 13,305.506.22.2. Tenaga

- Pekerja 0.300 Oh x Rp. 100,000 = Rp. 30,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.013 Oh x Rp. 130,000 = Rp. 1,690.00

Jumlah (2) = Rp. 60,690.00Jumlah (1) + (2) = Rp. 73,995.50

PPL 6.23. 1 M² Plesteran 1 Pc : 2 Ps, tebal 30 mm

6.23.1. Bahan- Semen Portland 18.650 Kg x Rp. 1,300 = Rp. 24,245.00- Pasir pasang 0.035 M³ x Rp. 76,500 = Rp. 2,677.50

Jumlah (1) = Rp. 26,922.506.23.2. Tenaga

- Pekerja 0.320 Oh x Rp. 100,000 = Rp. 32,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.015 Oh x Rp. 130,000 = Rp. 1,950.00

Jumlah (2) = Rp. 70,200.00Jumlah (1) + (2) = Rp. 97,122.50

PPL 6.24. 1 M² Plesteran 1 Pc : 3 Ps, tebal 30 mm

6.24.1. Bahan- Semen Portland 14.150 Kg x Rp. 1,300 = Rp. 18,395.00- Pasir pasang 0.039 M³ x Rp. 76,500 = Rp. 2,983.50

Jumlah (1) = Rp. 21,378.506.24.2. Tenaga

- Pekerja 0.320 Oh x Rp. 100,000 = Rp. 32,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.015 Oh x Rp. 130,000 = Rp. 1,950.00

Jumlah (2) = Rp. 70,200.00Jumlah (1) + (2) = Rp. 91,578.50

PPL 6.25. 1 M² Plesteran 1 Pc : 4 Ps, tebal 30 mm

6.25.1. Bahan

Page 33: RAB Paving Block

- Semen Portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 M³ x Rp. 76,500 = Rp. 3,213.00

Jumlah (1) = Rp. 18,007.006.25.2. Tenaga

- Pekerja 0.320 Oh x Rp. 100,000 = Rp. 32,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.015 Oh x Rp. 130,000 = Rp. 1,950.00

Jumlah (2) = Rp. 70,200.00Jumlah (1) + (2) = Rp. 88,207.00

PPL 6.26. 1 M² Plesteran 1 Pc : 4 Ps, tebal 30 mm

6.26.1. Bahan- Semen Portland 8.190 Kg x Rp. 1,300 = Rp. 10,647.00- Pasir pasang 0.045 M³ x Rp. 76,500 = Rp. 3,442.50

Jumlah (1) = Rp. 14,089.506.26.2. Tenaga

- Pekerja 0.320 Oh x Rp. 100,000 = Rp. 32,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.015 Oh x Rp. 130,000 = Rp. 1,950.00

Jumlah (2) = Rp. 70,200.00Jumlah (1) + (2) = Rp. 84,289.50

PPL 6.27. 1 M² Berapen 1 Pc : 3 Ps, tebal 30 mm

6.27.1. Bahan- Semen Portland 7.070 Kg x Rp. 1,300 = Rp. 9,191.00- Pasir pasang 0.021 M³ x Rp. 76,500 = Rp. 1,606.50

Jumlah (1) = Rp. 10,797.506.27.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang batu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.008 Oh x Rp. 130,000 = Rp. 1,040.00

Jumlah (2) = Rp. 26,190.00Jumlah (1) + (2) = Rp. 36,987.50

PPL 6.28. 1 M² Berapen 1 Pc : 5 Ps, tebal 30 mm

6.28.1. Bahan- Semen Portland 5.670 Kg x Rp. 1,300 = Rp. 7,371.00- Pasir pasang 0.023 M³ x Rp. 76,500 = Rp. 1,759.50

Jumlah (1) = Rp. 9,130.506.28.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang batu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.008 Oh x Rp. 130,000 = Rp. 1,040.00

Jumlah (2) = Rp. 26,190.00Jumlah (1) + (2) = Rp. 35,320.50

Page 34: RAB Paving Block

PPL 6.29. 1 M² Plesteran Beton 1 Pc : 2 Ps, tebal 15 mm

6.29.1. Bahan- Semen Portland 9.300 Kg x Rp. 1,300 = Rp. 12,090.00- Pasir pasang 0.018 M³ x Rp. 76,500 = Rp. 1,377.00

Jumlah (1) = Rp. 13,467.006.29.2. Tenaga

- Pekerja 0.260 Oh x Rp. 100,000 = Rp. 26,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.013 Oh x Rp. 130,000 = Rp. 1,690.00

Jumlah (2) = Rp. 56,690.00Jumlah (1) + (2) = Rp. 70,157.00

PPL 6.30. 1 M² Plesteran Beton 1 Pc : 3 Ps, tebal 15 mm

6.30.1. Bahan- Semen Portland 7.070 Kg x Rp. 1,300 = Rp. 9,191.00- Pasir pasang 0.021 M³ x Rp. 76,500 = Rp. 1,606.50

Jumlah (1) = Rp. 10,797.506.30.2. Tenaga

- Pekerja 0.260 Oh x Rp. 100,000 = Rp. 26,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.013 Oh x Rp. 130,000 = Rp. 1,690.00

Jumlah (2) = Rp. 56,690.00Jumlah (1) + (2) = Rp. 67,487.50

PPL 6.31. 1 M² Plesteran Skoning 1 Pc : 2 Ps

6.31.1. Bahan- Semen Portland 0.500 Kg x Rp. 1,300 = Rp. 650.00- Pasir pasang 0.002 M³ x Rp. 76,500 = Rp. 153.00

Jumlah (1) = Rp. 803.006.31.2. Tenaga

- Pekerja 0.057 Oh x Rp. 100,000 = Rp. 5,700.00- Tukang batu 0.038 Oh x Rp. 130,000 = Rp. 4,940.00- Kepala tukang 0.038 Oh x Rp. 150,000 = Rp. 5,700.00- Mandor 0.002 Oh x Rp. 130,000 = Rp. 260.00

Jumlah (2) = Rp. 16,600.00Jumlah (1) + (2) = Rp. 17,403.00

PPL 6.32. 1 M² Plesteran Granito, 1 Pc warna : 2 Granito, tebal 10 mm

6.32.1. Bahan- PC warna 0.144 Kg x Rp. = Rp. 0.00- Batu granito 15.000 Kg x Rp. = Rp. 0.00

Jumlah (1) = Rp. 0.006.32.2. Tenaga

- Pekerja 0.050 Oh x Rp. 100,000 = Rp. 5,000.00- Tukang batu 0.020 Oh x Rp. 130,000 = Rp. 2,600.00- Kepala tukang 0.002 Oh x Rp. 150,000 = Rp. 300.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00

Jumlah (2) = Rp. 8,550.00Jumlah (1) + (2) = Rp. 8,550.00

Page 35: RAB Paving Block

PPL 6.33. 1 M² Plesteran Teraso, 1 Pc warna : 2 Batu Teraso, tebal 10 mm

6.33.1. Bahan- PC warna 0.440 Kg x Rp. = Rp. 0.00- Batu teraso 11.500 Kg x Rp. = Rp. 0.00

Jumlah (1) = Rp. 0.006.33.2. Tenaga

- Pekerja 0.450 Oh x Rp. 100,000 = Rp. 45,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.025 Oh x Rp. 130,000 = Rp. 3,250.00

Jumlah (2) = Rp. 77,250.00Jumlah (1) + (2) = Rp. 77,250.00

PPL 6.34. 1 M² Plesteran Ciprat, 1 Pc : 2 Ps, tebal 10 mm

6.34.1. Bahan- Semen portland 4.320 Kg x Rp. 1,300 = Rp. 5,616.00- Pasir pasang 0.016 M³ x Rp. 76,500 = Rp. 1,224.00

Jumlah (1) = Rp. 6,840.006.34.2. Tenaga

- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp. 1,950.00

Jumlah (2) = Rp. 41,450.00Jumlah (1) + (2) = Rp. 48,290.00

PPL 6.35. 1 M² Plesteran Siar adukan, 1 Pc : 2 Ps

6.35.1. Bahan- Semen portland 4.320 Kg x Rp. 1,300 = Rp. 5,616.00- Pasir pasang 0.016 M³ x Rp. 76,500 = Rp. 1,224.00

Jumlah (1) = Rp. 6,840.006.35.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang batu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.008 Oh x Rp. 130,000 = Rp. 1,040.00

Jumlah (2) = Rp. 26,190.00Jumlah (1) + (2) = Rp. 33,030.00

PPL 6.36. 1 M² Plesteran waterfroof bata cote 3 lapis

6.36.1. Bahan- Semen portland 0.500 Kg x Rp. 1,300 = Rp. 650.00- Kosen Pintu / Jendela 2.900 Kg x Rp. 66,550 = Rp. 192,995.00- Pasir pasang 0.006 M³ x Rp. 76,500 = Rp. 459.00

Jumlah (1) = Rp. 194,104.006.36.2. Tenaga

- Pekerja 0.300 Oh x Rp. 100,000 = Rp. 30,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.015 Oh x Rp. 130,000 = Rp. 1,950.00

Jumlah (2) = Rp. 60,950.00Jumlah (1) + (2) = Rp. 255,054.00

Page 36: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN KAYU

PK 6.1. 1 M³ Pasang kusen pintu dan jendela kayu jati :

6.1.1. Bahan- Kayu jati, balok 1.100 M³ x Rp. 23,925,000.00 = Rp. 26,317,500.00

Jumlah (1) = Rp. 26,317,500.00

6.1.2. Tenaga- Pekerja 6.000 Oh x Rp. 100,000.00 = Rp. 600,000.00- Tukang kayu 20.000 Oh x Rp. 130,000.00 = Rp. 2,600,000.00- Kepala tukang 2.000 Oh x Rp. 150,000.00 = Rp. 300,000.00- Mandor 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00

Jumlah (2) = Rp. 3,539,000.00Jumlah (1) +(2) = Rp. 29,856,500.00

PK 6.2. 1 M³ Pasang kusen pintu dan jendela kayu damar laut :

6.2.1. Bahan- Kayu meranti, balok 1.200 M³ x Rp. 9,075,000.00 = Rp. 10,890,000.00

Jumlah (1) = Rp. 10,890,000.00

6.2.2. Tenaga- Pekerja 6.000 Oh x Rp. 100,000.00 = Rp. 600,000.00- Tukang kayu 18.000 Oh x Rp. 130,000.00 = Rp. 2,340,000.00- Kepala tukang 2.000 Oh x Rp. 150,000.00 = Rp. 300,000.00- Mandor 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00

Jumlah (2) = Rp. 3,279,000.00Jumlah (1) +(2) = Rp. 14,169,000.00

PK 6.3. 1 M³ Pasang kusen pintu dan jendela kayu meranti :

6.3.1. Bahan- Kayu kapur, balok 1.200 M³ x Rp. 6,490,000.00 = Rp. 7,788,000.00

Jumlah (1) = Rp. 7,788,000.00

6.3.2. Tenaga- Pekerja 6.000 Oh x Rp. 100,000.00 = Rp. 600,000.00- Tukang kayu 18.000 Oh x Rp. 130,000.00 = Rp. 2,340,000.00- Kepala tukang 2.000 Oh x Rp. 150,000.00 = Rp. 300,000.00- Mandor 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00

Jumlah (2) = Rp. 3,279,000.00Jumlah (1) +(2) = Rp. 11,067,000.00

PK 6.4. 1 M³ Pasang kusen pintu dan jendela kayu damar laut :

6.4.1. Bahan- Kayu damar laut, balok 1.200 M³ x Rp. 9,350,000.00 = Rp. 11,220,000.00

Jumlah (1) = Rp. 11,220,000.00

6.4.2. Tenaga

Page 37: RAB Paving Block

- Pekerja 6.000 Oh x Rp. 100,000.00 = Rp. 600,000.00- Tukang kayu 18.000 Oh x Rp. 130,000.00 = Rp. 2,340,000.00- Kepala tukang 2.000 Oh x Rp. 150,000.00 = Rp. 300,000.00- Mandor 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00

Jumlah (2) = Rp. 3,279,000.00Jumlah (1) +(2) = Rp. 14,499,000.00

PK 6.5. 1 M² Pasang pintu klamp kayu meranti batu

6.5.1. Bahan- Kayu meranti batu, papan 0.036 M³ x Rp. 9,375,000.00 = Rp. 337,500.00- Paku biasa 2" - 5" 0.050 Kg x Rp. 14,520.00 = Rp. 726.00

Jumlah (1) = Rp. 338,226.006.5.2. Tenaga

- Pekerja 0.350 Oh x Rp. 100,000.00 = Rp. 35,000.00- Tukang kayu 1.050 Oh x Rp. 130,000.00 = Rp. 136,500.00- Kepala tukang 0.105 Oh x Rp. 150,000.00 = Rp. 15,750.00- Mandor 0.018 Oh x Rp. 130,000.00 = Rp. 2,340.00

Jumlah (2) = Rp. 189,590.00Jumlah (1) +(2) = Rp. 527,816.00

PK 6.6. 1 M³ Pasang pintu klamp kayu jati

6.6.1. Bahan- Kayu jati, papan 0.036 M³ x Rp. 24,104,440.00 = Rp. 867,759.84- Paku biasa 2" - 5" 0.050 Kg x Rp. 14,520.00 = Rp. 726.00

Jumlah (1) = Rp. 868,485.846.6.2. Tenaga

- Pekerja 0.350 Oh x Rp. 100,000.00 = Rp. 35,000.00- Tukang kayu 1.050 Oh x Rp. 130,000.00 = Rp. 136,500.00- Kepala tukang 0.105 Oh x Rp. 150,000.00 = Rp. 15,750.00- Mandor 0.018 Oh x Rp. 130,000.00 = Rp. 2,340.00

Jumlah (2) = Rp. 189,590.00Jumlah (1) +(2) = Rp. 1,058,075.84

PK 6.7. 1 M² Pasang pintu panel kayu jati :

6.7.1. Bahan- Kayu jati, papan 0.036 M³ x Rp. 24,104,440.00 = Rp. 867,759.84

Jumlah (1) 867,759.846.7.2. Tenaga

- Pekerja 1.000 Oh x Rp. 100,000.00 = Rp. 100,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.050 Oh x Rp. 130,000.00 = Rp. 6,500.00

Jumlah (2) = Rp. 469,000.00Jumlah (1) +(2) = Rp. 1,336,759.84

Page 38: RAB Paving Block

PK 6.8. 1 M² Pasang pintu panel kayu meranti batu

6.8.1. Bahan- Kayu meranti batu, papan 0.040 M³ x Rp. 9,375,000.00 = Rp. 375,000.00

Jumlah (1) = Rp. 375,000.006.8.2. Tenaga

- Pekerja 1.000 Oh x Rp. 100,000.00 = Rp. 100,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.050 Oh x Rp. 130,000.00 = Rp. 6,500.00

Jumlah (2) = Rp. 469,000.00Jumlah (1) +(2) = Rp. 844,000.00

PK 6.9. 1 M² Pasang pintu dan jendela kaca panel kayu jati :

6.9.1. Bahan- Kayu jati, papan 0.035 M³ x Rp. 24,104,440.00 = Rp. 843,655.40- Kaca polos 5 mm 0.800 M³ x Rp. 145,200.00 = Rp. 116,160.00

Jumlah (1) = Rp. 959,815.406.9.2. Tenaga

- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00

Jumlah (2) = Rp. 375,200.00Jumlah (1) +(2) = Rp. 1,335,015.40

PK 6.10. 1 M² Pasang pintu dan jendela kaca panel kayu meranti batu :

6.10.1. Bahan- Kayu meranti batu, papan 0.035 M³ x Rp. 9,375,000.00 = Rp. 328,125.00- Kaca polos 5 mm 0.800 M³ x Rp. 145,200.00 = Rp. 116,160.00

Jumlah (1) = Rp. 444,285.006.10.2. Tenaga

- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00

Jumlah (2) = Rp. 375,200.00Jumlah (1) +(2) = Rp. 819,485.00

Page 39: RAB Paving Block

PK 6.11. 1 M² Pasang pintu dan jendela kaca panel kayu meranti :

6.11.1. Bahan- Kayu meranti, papan 0.035 M³ x Rp. 5,475,000.00 = Rp. 191,625.00- Kaca polos 5 mm 0.800 M³ x Rp. 145,200.00 = Rp. 116,160.00

Jumlah (1) = Rp. 307,785.006.11.2. Tenaga

- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00

Jumlah (2) = Rp. 375,200.00Jumlah (1) +(2) = Rp. 682,985.00

PK 6.12. 1 M² Pasang pintu dan jendela jalusi kayu jati :

6.12.1. Bahan- Kayu jati, papan 0.064 M³ x Rp. 24,104,440.00 = Rp. 1,542,684.16

Jumlah (1) = Rp. 1,542,684.166.12.2. Tenaga

- Pekerja 1.000 Oh x Rp. 100,000.00 = Rp. 100,000.00- Tukang kayu 3.000 Oh x Rp. 130,000.00 = Rp. 390,000.00- Kepala tukang 0.300 Oh x Rp. 150,000.00 = Rp. 45,000.00- Mandor 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00

Jumlah (2) = Rp. 574,000.00Jumlah (1) +(2) = Rp. 2,116,684.16

PK 6.13. 1 M² Pasang pintu dan jendela jalusi kayu meranti batu :

6.13.1. Bahan- Kayu meranti batu, papan 0.064 M³ x Rp. 9,375,000.00 = Rp. 600,000.00

Jumlah (1) = Rp. 600,000.006.13.2. Tenaga

- Pekerja 1.000 Oh x Rp. 100,000.00 = Rp. 100,000.00- Tukang kayu 3.000 Oh x Rp. 130,000.00 = Rp. 390,000.00- Kepala tukang 0.300 Oh x Rp. 150,000.00 = Rp. 45,000.00- Mandor 0.500 Oh x Rp. 130,000.00 = Rp. 65,000.00

Jumlah (2) = Rp. 600,000.00Jumlah (1) +(2) = Rp. 1,200,000.00

PK 6.14. 1 M² Pasang pintu plywood rangka, rangka kayu jati :

6.14.1. Bahan- Kayu jati, papan 0.0196 M³ x Rp. 24,104,440.00 = Rp. 472,447.02- Paku biasa ½" - 1" 0.030 Kg x Rp. 16,940.00 = Rp. 508.20- Lem kayu 0.300 Lt x Rp. 37,400.00 = Rp. 11,220.00- Playwood 4' x 3' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00

Jumlah (1) = Rp. 536,095.22

Page 40: RAB Paving Block

6.14.2. Tenaga- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00

Jumlah (2) = Rp. 353,900.00Jumlah (1) +(2) = Rp. 889,995.22

PK 6.15. 1 M² Pasang pintu plywood rangka, rangka kayu meranti batu :

6.15.1. Bahan- Kayu meranti batu, papan 0.0196 M³ x Rp. 9,375,000.00 = Rp. 183,750.00- Paku biasa ½" - 1" 0.030 Kg x Rp. 16,940.00 = Rp. 508.20- Lem kayu 0.300 Lt x Rp. 37,400.00 = Rp. 11,220.00- Playwood 4' x 3' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00

Jumlah (1) = Rp. 247,398.206.15.2. Tenaga

- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00

Jumlah (2) = Rp. 353,900.00Jumlah (1) +(2) = Rp. 601,298.20

PK 6.16. 1 M² Pasang jalusi mati kusen kayu jati :

6.16.1. Bahan- Kayu jati, papan 0.060 M³ x Rp. 24,104,440.00 = Rp. 1,446,266.40- Paku biasa ½" - 1" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00

Jumlah (1) = Rp. 1,448,807.406.16.2. Tenaga

- Pekerja 0.500 Oh x Rp. 100,000.00 = Rp. 50,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.025 Oh x Rp. 130,000.00 = Rp. 3,250.00

Jumlah (2) = Rp. 343,250.00Jumlah (1) +(2) = Rp. 1,792,057.40

PK 6.17. 1 M² Pasang jalusi mati kusen kayu damar laut :

6.17.1. Bahan- Kayu damar laut, papan 0.060 M³ x Rp. 9,650,000.00 = Rp. 579,000.00- Paku biasa ½" - 1" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00

Jumlah (1) = Rp. 581,541.006.17.2. Tenaga

- Pekerja 0.500 Oh x Rp. 100,000.00 = Rp. 50,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.025 Oh x Rp. 130,000.00 = Rp. 3,250.00

Jumlah (2) = Rp. 343,250.00Jumlah (1) +(2) = Rp. 924,791.00

Page 41: RAB Paving Block

PK 6.18. 1 M² Pasang pintu plywood rangka, rangka kayu meranti :

6.18.1. Bahan- Kayu meranti, papan 0.0196 M³ x Rp. 5,475,000.00 = Rp. 107,310.00- Paku biasa ½" - 1" 0.030 Kg x Rp. 16,940.00 = Rp. 508.20- Lem kayu 0.300 Lt x Rp. 37,400.00 = Rp. 11,220.00- Playwood 4' x 3' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00

Jumlah (1) = Rp. 63,140.006.18.2. Tenaga

- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00

Jumlah (2) = Rp. 353,900.00Jumlah (1) +(2) = Rp. 417,040.00

PK 6.19. 1 M² Pasang pintu teakwood rangka, rangka kayu jati :

6.19.1. Bahan- Kayu jati, papan 0.0196 M³ x Rp. 24,104,440.00 = Rp. 472,447.02- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.300 Lt x Rp. 37,400.00 = Rp. 11,220.00- Teakwood 4' x 8' x 4 mm 1.000 Lbr x Rp. 54,450.00 = Rp. 54,450.00

Jumlah (1) = Rp. 543,199.026.19.2. Tenaga

- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00

Jumlah (2) = Rp. 353,900.00Jumlah (1) +(2) = Rp. 897,099.02

PK 6.20. 1 M² Pasang pintu teakwood rangka, rangka kayu meranti batu :

6.20.1. Bahan- Kayu meranti batu, papan 0.0196 M³ x Rp. 9,375,000.00 = Rp. 183,750.00- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.300 Lt x Rp. 37,400.00 = Rp. 11,220.00- Teakwood 4' x 8' x 4 mm 1.000 Lbr x Rp. 54,450.00 = Rp. 54,450.00

Jumlah (1) = Rp. 254,502.006.20.2. Tenaga

- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00

Jumlah (2) = Rp. 353,900.00Jumlah (1) +(2) = Rp. 608,402.00

Page 42: RAB Paving Block

PK 6.21. 1 M² Pasang pintu plywood & formika, rangka kayu jati :

6.21.1. Bahan- Kayu jati, papan 0.0196 M³ x Rp. 24,104,440.00 = Rp. 472,447.02- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.800 Lt x Rp. 37,400.00 = Rp. 29,920.00- Plywood 4' x 8' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00- Formica 4' x 8' 1.000 Lbr x Rp. 74,250.00 = Rp. 74,250.00

Jumlah (1) = Rp. 633,619.026.21.2. Tenaga

- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00

Jumlah (2) = Rp. 447,700.00Jumlah (1) +(2) = Rp. 1,081,319.02

PK 6.22. 1 M² Pasang pintu plywood & formika, rangka kayu meranti batu :

6.22.1. Bahan- Kayu meranti batu, papan 0.0196 M³ x Rp. 9,375,000.00 = Rp. 183,750.00- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.800 Lt x Rp. 37,400.00 = Rp. 29,920.00- Plywood 4' x 8' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00- Formica 4' x 8' 1.000 Lbr x Rp. 74,250.00 = Rp. 74,250.00

Jumlah (1) = Rp. 344,922.00

6.22.2. Tenaga- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00

Jumlah (2) = Rp. 447,700.00Jumlah (1) +(2) = Rp. 792,622.00

PK 6.23. 1 M² Pasang pintu plywood & formika, rangka kayu jati :

6.23.1. Bahan- Kayu jati, papan 0.0196 M³ x Rp. 24,104,440.00 = Rp. 472,447.02- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.800 Lt x Rp. 37,400.00 = Rp. 29,920.00- Teakwood 4' x 8' x 4 mm 1.000 Lbr x Rp. 54,450.00 = Rp. 54,450.00- Formica 4' x 8' 1.000 Lbr x Rp. 74,250.00 = Rp. 74,250.00

Jumlah (1) = Rp. 636,149.02

6.23.2. Tenaga- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00

Jumlah (2) = Rp. 447,700.00Jumlah (1) +(2) = Rp. 1,083,849.02

Page 43: RAB Paving Block

PK 6.24. 1 M² Pasang pintu plywood & formika, rangka kayu damar laut (divermis) :

6.24.1. Bahan- Kayu meranti batu, papan 0.0196 M³ x Rp. 9,375,000.00 = Rp. 183,750.00- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.800 Lt x Rp. 37,400.00 = Rp. 29,920.00- Teakwood 4' x 8' x 4 mm 0.500 Lbr x Rp. 54,450.00 = Rp. 27,225.00- Vernis 0.500 Lt x Rp. 48,280.00 = Rp. 24,140.00- Formica 4' x 8' 0.500 Lbr x Rp. 74,250.00 = Rp. 37,125.00

Jumlah (1) = Rp. 307,242.00

6.24.2. Tenaga- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00

Jumlah (2) = Rp. 447,700.00Jumlah (1) +(2) = Rp. 754,942.00

PK 6.29. 1 M³ Pasang konstruksi kuda-kuda kayu damar laut :

6.29.1. Bahan- Kayu damar laut, balok 1.1000 M³ x Rp. 9,350,000.00 = Rp. 10,285,000.00- Besi strip 15.000 Kg x Rp. 11,880.00 = Rp. 178,200.00- Paku biasa 2" - 5" 0.800 Kg x Rp. 16,940.00 = Rp. 13,552.00

Jumlah (1) = Rp. 10,476,752.00

6.29.2. Tenaga- Pekerja 4.000 Oh x Rp. 100,000.00 = Rp. 400,000.00- Tukang kayu 12.000 Oh x Rp. 130,000.00 = Rp. 1,560,000.00- Kepala tukang 1.200 Oh x Rp. 150,000.00 = Rp. 180,000.00- Mandor 0.200 Oh x Rp. 130,000.00 = Rp. 26,000.00

Jumlah (2) = Rp. 2,166,000.00Jumlah (1) +(2) = Rp. 12,642,752.00

PK 6.30. 1 M³ Pasang konstruksi kuda-kuda kayu meranti :

6.30.1. Bahan- Kayu meranti, balok 1.1000 M³ x Rp. 5,225,000.00 = Rp. 5,747,500.00- Besi strip 15.000 Kg x Rp. 11,880.00 = Rp. 178,200.00- Paku biasa 2" - 5" 0.800 Kg x Rp. 16,940.00 = Rp. 13,552.00

Jumlah (1) = Rp. 5,939,252.00

6.30.2. Tenaga- Pekerja 4.000 Oh x Rp. 100,000.00 = Rp. 400,000.00- Tukang kayu 12.000 Oh x Rp. 130,000.00 = Rp. 1,560,000.00- Kepala tukang 1.200 Oh x Rp. 150,000.00 = Rp. 180,000.00- Mandor 0.200 Oh x Rp. 130,000.00 = Rp. 26,000.00

Jumlah (2) = Rp. 2,166,000.00Jumlah (1) +(2) = Rp. 8,105,252.00

Page 44: RAB Paving Block

PK 6.31. 1 M² Pasang kaso + reng genteng kodok kayu meranti :

6.31.1. Bahan- Kayu meranti, balok 0.012 M³ x Rp. 5,225,000.00 = Rp. 62,700.00- Paku biasa 2" - 5" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00

Jumlah (1) = Rp. 65,241.006.31.2. Tenaga

- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00

Jumlah (2) = Rp. 25,150.00Jumlah (1) +(2) = Rp. 90,391.00

PK 6.32. 1 M² Pasang kaso + reng genteng kodok kayu damar laut :

6.32.1. Bahan- Kayu damar laut, balok 0.012 M³ x Rp. 9,350,000.00 = Rp. 112,200.00- Paku biasa 2" - 5" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00

Jumlah (1) = Rp. 114,741.00

6.32.2. Tenaga- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00

Jumlah (2) = Rp. 25,150.00Jumlah (1) +(2) = Rp. 139,891.00

PK 6.33. 1 M² Pasang kaso + reng genteng monier kayu jati :

6.33.1. Bahan- Kayu jati, balok 0.014 M³ x Rp. 23,925,000.00 = Rp. 334,950.00- Paku biasa 2" - 5" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00

Jumlah (1) = Rp. 337,491.00

6.33.2. Tenaga- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00

Jumlah (2) = Rp. 25,150.00Jumlah (1) +(2) = Rp. 362,641.00

PK 6.34. 1 M² Pasang kaso + reng genteng monier kayu damar laut :

6.34.1. Bahan- Kayu damar laut, balok 0.014 M³ x Rp. 9,350,000.00 = Rp. 130,900.00- Paku biasa 2" - 5" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00

Jumlah (1) = Rp. 133,441.00

Page 45: RAB Paving Block

6.34.2. Tenaga- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00

Jumlah (2) = Rp. 25,150.00Jumlah (1) +(2) = Rp. 158,591.00

PK 6.35. 1 M² Pasang kaso + reng genteng beton kayu damar laut :

6.35.1. Bahan- Kayu damar laut, balok 0.014 M³ x Rp. 9,350,000.00 = Rp. 130,900.00- Paku biasa 2" - 5" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00

Jumlah (1) = Rp. 133,441.006.35.2. Tenaga

- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00

Jumlah (2) = Rp. 25,150.00Jumlah (1) +(2) = Rp. 158,591.00

PK 6.36. 1 M² Pasang kaso + reng atap sirap kayu damar laut :

6.36.1. Bahan- Kayu damar laut, balok 0.165 M³ x Rp. 9,350,000.00 = Rp. 1,542,750.00- Paku biasa 2" - 5" 0.200 Kg x Rp. 16,940.00 = Rp. 3,388.00

Jumlah (1) = Rp. 1,546,138.00

6.36.2. Tenaga- Pekerja 0.120 Oh x Rp. 100,000.00 = Rp. 12,000.00- Tukang kayu 0.120 Oh x Rp. 130,000.00 = Rp. 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000.00 = Rp. 1,800.00- Mandor 0.006 Oh x Rp. 130,000.00 = Rp. 780.00

Jumlah (2) = Rp. 30,180.00Jumlah (1) +(2) = Rp. 1,576,318.00

PK 6.37. 1 M² Pasang kaso + reng atap sirap kayu meranti :

6.37.1. Bahan- Kayu meranti, balok 0.165 M³ x Rp. 5,225,000.00 = Rp. 862,125.00- Paku biasa 2" - 5" 0.200 Kg x Rp. 16,940.00 = Rp. 3,388.00

Jumlah (1) = Rp. 865,513.006.37.2. Tenaga

- Pekerja 0.120 Oh x Rp. 100,000.00 = Rp. 12,000.00- Tukang kayu 0.120 Oh x Rp. 130,000.00 = Rp. 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000.00 = Rp. 1,800.00- Mandor 0.006 Oh x Rp. 130,000.00 = Rp. 780.00

Jumlah (2) = Rp. 30,180.00Jumlah (1) +(2) = Rp. 895,693.00

Page 46: RAB Paving Block

PK 6.38. 1 M² Pasang rangka langit-langit (1.00 x 1.00) m, kayu jati :

6.38.1. Bahan- Kayu jati, balok 0.012 M³ x Rp. 23,925,000.00 = Rp. 287,100.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00

Jumlah (1) = Rp. 288,794.006.38.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000.00 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000.00 = Rp. 3,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 61,000.00Jumlah (1) +(2) = Rp. 349,794.00

PK 6.38. A 1 M² Pasang rangka langit-langit (1.00 x 1.00) m, damar laut :

6.38.1. Bahan- Kayu damar laut, balok 0.012 M³ x Rp. 9,350,000.00 = Rp. 112,200.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00

Jumlah (1) = Rp. 113,894.006.38.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000.00 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000.00 = Rp. 3,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 61,000.00Jumlah (1) +(2) = Rp. 174,894.00

PK 6.38. B 1 M² Pasang rangka langit-langit (1.00 x 1.00) m, Kayu meranti :

6.38.1. Bahan- Kayu meranti, balok 0.012 M³ x Rp. 5,225,000.00 = Rp. 62,700.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00

Jumlah (1) = Rp. 64,394.006.38.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000.00 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000.00 = Rp. 3,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 61,000.00Jumlah (1) +(2) = Rp. 125,394.00

Page 47: RAB Paving Block

PK 6.44. 1 M² Pasang rangka langit-langit (30 x 30) cm, kayu jati :

6.44.1. Bahan- Kayu jati, balok 0.027 M³ x Rp. 23,925,000.00 = Rp. 645,975.00- Paku biasa 2" - 5" 0.200 Kg x Rp. 16,940.00 = Rp. 3,388.00

Jumlah (1) = Rp. 649,363.006.44.2. Tenaga

- Pekerja 0.250 Oh x Rp. 100,000.00 = Rp. 25,000.00- Tukang kayu 0.350 Oh x Rp. 130,000.00 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000.00 = Rp. 5,250.00- Mandor 0.0125 Oh x Rp. 130,000.00 = Rp. 1,625.00

Jumlah (2) = Rp. 77,375.00Jumlah (1) +(2) = Rp. 726,738.00

PK 6.45. 1 M² Pasang rangka langit-langit (30 x 30) cm, kayu damar laut :

6.45.1. Bahan- Kayu damar laut, balok 0.027 M³ x Rp. 9,350,000.00 = Rp. 252,450.00- Paku biasa 2" - 5" 0.200 Kg x Rp. 16,940.00 = Rp. 3,388.00

Jumlah (1) = Rp. 255,838.006.45.2. Tenaga

- Pekerja 0.250 Oh x Rp. 100,000.00 = Rp. 25,000.00- Tukang kayu 0.350 Oh x Rp. 130,000.00 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000.00 = Rp. 5,250.00- Mandor 0.0125 Oh x Rp. 130,000.00 = Rp. 1,625.00

Jumlah (2) = Rp. 77,375.00Jumlah (1) +(2) = Rp. 333,213.00

PK 6.46. 1 M² Pasang rangka langit-langit (30 x 30) cm, kayu meranti :6.46.1. Bahan

- Kayu meranti, balok 0.027 M³ x Rp. 5,225,000.00 = Rp. 141,075.00- Paku biasa 2" - 5" 0.200 Kg x Rp. 16,940.00 = Rp. 3,388.00

Jumlah (1) = Rp. 144,463.006.46.2. Tenaga

- Pekerja 0.250 Oh x Rp. 100,000.00 = Rp. 25,000.00- Tukang kayu 0.350 Oh x Rp. 130,000.00 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000.00 = Rp. 5,250.00- Mandor 0.0125 Oh x Rp. 130,000.00 = Rp. 1,625.00

Jumlah (2) = Rp. 77,375.00Jumlah (1) +(2) = Rp. 221,838.00

Page 48: RAB Paving Block

PK 6.47. 1 M´ Pasang lisplang ukuran (3 x 20) cm, kayu meranti :

6.47.1. Bahan- Kayu meranti, papan 0.0072 M³ x Rp. 5,475,000.00 = Rp. 39,420.00- Paku biasa 2" - 5" 0.050 Kg x Rp. 16,940.00 = Rp. 847.00

Jumlah (1) = Rp. 40,267.006.47.2. Tenaga

- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.200 Oh x Rp. 130,000.00 = Rp. 26,000.00- Kepala tukang 0.025 Oh x Rp. 150,000.00 = Rp. 3,750.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00

Jumlah (2) = Rp. 40,400.00Jumlah (1) +(2) = Rp. 80,667.00

PK 6.48. 1 M´ Pasang lisplang ukuran (3 x 20) cm, kayu meranti batu :

6.48.1. Bahan- Meranti batu, papan 0.0072 M³ x Rp. 9,375,000.00 = Rp. 67,500.00- Paku biasa 2" - 5" 0.050 Kg x Rp. 16,940.00 = Rp. 847.00

Jumlah (1) = Rp. 68,347.006.48.2. Tenaga

- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.200 Oh x Rp. 130,000.00 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000.00 = Rp. 3,000.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00

Jumlah (2) = Rp. 39,650.00Jumlah (1) +(2) = Rp. 107,997.00

PK 6.49. 1 M´ Pasang lisplang ukuran (3 x 30) cm, kayu jati :

6.49.1. Bahan- Kayu jati, papan 0.0110 M³ x Rp. 24,104,440.00 = Rp. 265,148.84- Paku biasa 2" - 5" 0.050 Kg x Rp. 16,940.00 = Rp. 847.00

Jumlah (1) = Rp. 265,995.846.49.2. Tenaga

- Pekerja 0.110 Oh x Rp. 100,000.00 = Rp. 11,000.00- Tukang kayu 0.220 Oh x Rp. 130,000.00 = Rp. 28,600.00- Kepala tukang 0.022 Oh x Rp. 150,000.00 = Rp. 3,300.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00

Jumlah (2) = Rp. 43,550.00Jumlah (1) +(2) = Rp. 309,545.84

PK 6.50. 1 M´ Pasang lisplang ukuran (3 x 30) cm, kayu meranti batu :

6.50.1. Bahan- Meranti batu, papan 0.011 M³ x Rp. 9,375,000.00 = Rp. 103,125.00- Paku biasa 2" - 5" 0.050 Kg x Rp. 16,940.00 = Rp. 847.00

Jumlah (1) = Rp. 103,972.00

Page 49: RAB Paving Block

6.50.2. Tenaga- Pekerja 0.110 Oh x Rp. 100,000.00 = Rp. 11,000.00- Tukang kayu 0.220 Oh x Rp. 130,000.00 = Rp. 28,600.00- Kepala tukang 0.022 Oh x Rp. 150,000.00 = Rp. 3,300.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00

Jumlah (2) = Rp. 43,550.00Jumlah (1) +(2) = Rp. 147,522.00

PK 6.51. 1 M´ Pasang lisplang ukuran 2 x (3 x 20) cm, kayu meranti batu :

6.51.1. Bahan- Meranti batu, papan 0.0145 M³ x Rp. 9,375,000.00 = Rp. 135,937.50- Paku biasa 2" - 5" 0.060 Kg x Rp. 16,940.00 = Rp. 1,016.40

Jumlah (1) = Rp. 136,953.906.51.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000.00 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000.00 = Rp. 3,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 61,000.00Jumlah (1) +(2) = Rp. 197,953.90

PK 6.52. 1 M´ Pasang lisplang ukuran 2 x (2 x 20) cm, kayu meranti batu :

6.52.1. Bahan- Meranti batu, papan 0.0086 M³ x Rp. 9,375,000.00 = Rp. 80,625.00- Paku biasa 2" - 5" 0.060 Kg x Rp. 16,940.00 = Rp. 1,016.40

Jumlah (1) = Rp. 81,641.406.52.2. Tenaga

- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.050 Oh x Rp. 130,000.00 = Rp. 6,500.00

Jumlah (2) = Rp. 31,000.00Jumlah (1) +(2) = Rp. 112,641.40

PK 6.53. 1 M´ Pasang lisplang ukuran 2 x (2 x 20) cm, kayu meranti :

6.53.1. Bahan- Kayu meranti,papan 0.0086 M³ x Rp. 5,475,000.00 = Rp. 47,085.00- Paku biasa 2" - 5" 0.060 Kg x Rp. 16,940.00 = Rp. 1,016.40

Jumlah (1) = Rp. 48,101.406.53.2. Tenaga

- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.050 Oh x Rp. 130,000.00 = Rp. 6,500.00

Jumlah (2) = Rp. 31,000.00Jumlah (1) +(2) = Rp. 79,101.40

Page 50: RAB Paving Block

PK 6.54. 1 M´ Pasang rangka dinding pemisah, kayu damar laut :

6.54.1. Bahan- Kayu damar laut, balok 0.0195 M³ x Rp. 9,350,000.00 = Rp. 182,325.00- Meranti batu, papan 0.007 M³ x Rp. 9,375,000.00 = Rp. 65,625.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00

Jumlah (1) = Rp. 249,644.006.54.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.450 Oh x Rp. 130,000.00 = Rp. 58,500.00- Kepala tukang 0.045 Oh x Rp. 150,000.00 = Rp. 6,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 90,000.00Jumlah (1) +(2) = Rp. 339,644.00

PK 6.55. 1 M´ Pasang rangka dinding pemisah, kayu meranti :

6.55.1. Bahan- Kayu meranti, balok 0.0195 M³ x Rp. 5,225,000.00 = Rp. 101,887.50- Kayu meranti, papan 0.007 M³ x Rp. 5,475,000.00 = Rp. 38,325.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00

Jumlah (1) = Rp. 141,906.506.55.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.450 Oh x Rp. 130,000.00 = Rp. 58,500.00- Kepala tukang 0.045 Oh x Rp. 150,000.00 = Rp. 6,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 90,000.00Jumlah (1) +(2) = Rp. 231,906.50

PK 6.56. 1 M² Pasang dinding pemisah teakwood rangka, rangka kayu damar laut :

6.56.1. Bahan- Kayu damar laut, balok 0.0195 M³ x Rp. 9,350,000.00 = Rp. 182,325.00- Teakwood 4' x 8' 1.000 M³ x Rp. 54,450.00 = Rp. 54,450.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00

Jumlah (1) = Rp. 238,469.006.56.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.450 Oh x Rp. 130,000.00 = Rp. 58,500.00- Kepala tukang 0.045 Oh x Rp. 150,000.00 = Rp. 6,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00

Jumlah (2) = Rp. 90,000.00Jumlah (1) +(2) = Rp. 328,469.00

PK 6.57. 1 M² Pasang dinding pemisah double plywood, rangka kayu damar laut :

6.57.1. Bahan- Kayu damar laut, balok 0.0195 M³ x Rp. 9,350,000.00 = Rp. 182,325.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00- Lem kayu 0.560 Lt x Rp. 37,400.00 = Rp. 20,944.00- Plywood 4' x 8' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00

Jumlah (1) = Rp. 256,883.00

Page 51: RAB Paving Block

6.57.2. Tenaga- Pekerja 0.200 Oh x Rp. 100,000.00 = Rp. 20,000.00- Tukang kayu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.010 Oh x Rp. 130,000.00 = Rp. 1,300.00

Jumlah (2) = Rp. 108,300.00Jumlah (1) +(2) = Rp. 365,183.00

PK 6.58. 1 M² Pasang dinding lambrizering dari papan meranti :

6.58.1. Bahan- Kayu meranti, papan 0.0120 M³ x Rp. 5,475,000.00 = Rp. 65,700.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00- Paku skrup 3,5" 0.150 Lbr x Rp. 21,180.00 = Rp. 3,177.00

Jumlah (1) = Rp. 70,571.006.58.2. Tenaga

- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 1.800 Oh x Rp. 130,000.00 = Rp. 234,000.00- Kepala tukang 0.180 Oh x Rp. 150,000.00 = Rp. 27,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00

Jumlah (2) = Rp. 324,900.00Jumlah (1) +(2) = Rp. 395,471.00

PK 6.59. 1 M² Pasang plywood tebal 4 mm, untuk dinding :

6.59.1. Bahan

- Plywood 4' x 8' x 4 mm 0.4000 Lbr x Rp. 51,920.00 = Rp. 20,768.00- Paku biasa 2" - 5" 0.050 Kg x Rp. 16,940.00 = Rp. 847.00

Jumlah (1) = Rp. 21,615.006.59.2. Tenaga

- Pekerja 0.025 Oh x Rp. 100,000.00 = Rp. 2,500.00- Tukang kayu 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00- Kepala tukang 0.0075 Oh x Rp. 150,000.00 = Rp. 1,125.00- Mandor 0.0013 Oh x Rp. 130,000.00 = Rp. 169.00

Jumlah (2) = Rp. 13,544.00Jumlah (1) +(2) = Rp. 35,159.00

PK 6.60. 1 M' Pasang list plafond kayu profil :

6.60.1. Bahan

- Kayu profil 2" 1.050 M' x Rp. 12,540.00 = Rp. 13,167.00 Jumlah (1) = Rp. 13,167.00

6.60.2. Tenaga

- Pekerja 0.021 Oh x Rp. 100,000.00 = Rp. 2,100.00- Tukang kayu 0.021 Oh x Rp. 130,000.00 = Rp. 2,730.00- Kepala tukang 0.002 Oh x Rp. 150,000.00 = Rp. 300.00- Mandor 0.001 Oh x Rp. 130,000.00 = Rp. 130.00

Jumlah (2) = Rp. 5,260.00Jumlah (1) +(2) = Rp. 18,427.00

Page 52: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN BETON

PB 6.1. 1 M³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr

6.1.1 Bahan- Semen portland 218.000 Kg x Rp. 1,300 = Rp. 283,400.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 5/7 0.870 M³ x Rp. 170,900 = Rp. 148,683.00

Jumlah (1) = Rp. 477,739.00

6.1.2. Tenaga- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00

Jumlah (2) = Rp. 211,650.00Jumlah (1) + (2) = Rp. 689,389.00

PB 6.2. 1 M³ Membuat beton tumbuk, 1 Pc : 3 Ps : 6 Kr

6.2.1 Bahan- Semen portland 197.000 Kg x Rp. 1,300 = Rp. 256,100.00- Pasir beton 0.470 M³ x Rp. 87,800 = Rp. 41,266.00- Koral beton 5/7 0.940 M³ x Rp. 170,900 = Rp. 160,646.00

Jumlah (1) = Rp. 458,012.00

6.2.2. Tenaga- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00

Jumlah (2) = Rp. 211,650.00Jumlah (1) + (2) = Rp. 669,662.00

PB 6.3. 1 M³ Membuat beton tumbuk, 1 Pc : 4 Ps : 6 Kr

6.3.1 Bahan- Semen portland 173.000 Kg x Rp. 1,300 = Rp. 224,900.00- Pasir beton 0.570 M³ x Rp. 87,800 = Rp. 50,046.00- Koral beton 5/7 0.870 M³ x Rp. 170,900 = Rp. 148,683.00

Jumlah (1) = Rp. 423,629.00

6.3.2. Tenaga- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00

Jumlah (2) = Rp. 211,650.00Jumlah (1) + (2) = Rp. 635,279.00

PB 6.4. 1 M³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr, Tebal 5 Cm

6.4.1 Bahan- Semen portland 10.000 Kg x Rp. 1,300 = Rp. 13,000.00- Pasir beton 0.026 M³ x Rp. 87,800 = Rp. 2,282.80- Koral beton 5/7 0.044 M³ x Rp. 170,900 = Rp. 7,519.60

Jumlah (1) = Rp. 22,802.40

Page 53: RAB Paving Block

6.4.2. Tenaga- Pekerja 0.165 Oh x Rp. 100,000 = Rp. 16,500.00- Tukang batu 0.025 Oh x Rp. 130,000 = Rp. 3,250.00- Kepala tukang 0.002 Oh x Rp. 150,000 = Rp. 300.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 20,830.00Jumlah (1) + (2) = Rp. 43,632.40

PB 6.5. 1 M³ Membuat beton 1 Pc : 2 Ps : 3 Kr

6.5.1. Bahan- Semen portland 232.000 Kg x Rp. 1,300 = Rp. 301,600.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 5/7 0.780 M³ x Rp. 170,900 = Rp. 133,302.00

Jumlah (1) = Rp. 480,558.006.5.2. Tenaga

- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00

Jumlah (2) = Rp. 211,650.00Jumlah (1) + (2) = Rp. 692,208.00

PB 6.6. 1 M³ Membuat beton 1 Pc : 2 Ps : 4 Kr

6.6.1. Bahan- Semen portland 280.000 Kg x Rp. 1,300 = Rp. 364,000.00- Pasir beton 0.450 M³ x Rp. 87,800 = Rp. 39,510.00- Koral beton 3/5 0.900 M³ x Rp. 185,900 = Rp. 167,310.00

Jumlah (1) = Rp. 570,820.006.6.2. Tenaga

- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00

Jumlah (2) = Rp. 211,650.00Jumlah (1) + (2) = Rp. 782,470.00

PB 6.7. 1 M³ Membuat beton 1 Pc : 2 Ps : 2,5 Kr

6.7.1. Bahan- Semen portland 352.000 Kg x Rp. 1,300 = Rp. 457,600.00- Pasir beton 0.560 M³ x Rp. 87,800 = Rp. 49,168.00- Koral beton 3/5 0.700 M³ x Rp. 185,900 = Rp. 130,130.00

Jumlah (1) = Rp. 636,898.006.7.2. Tenaga

- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00

Jumlah (2) = Rp. 211,650.00Jumlah (1) + (2) = Rp. 848,548.00

PB 6.8. 1 M³ Membuat beton 1 Pc : 1,5 Ps : 3 Kr

6.8.1. Bahan- Semen portland 357.000 Kg x Rp. 1,300 = Rp. 464,100.00- Pasir beton 0.420 M³ x Rp. 87,800 = Rp. 36,876.00- Koral beton 3/5 0.540 M³ x Rp. 185,900 = Rp. 100,386.00

Page 54: RAB Paving Block

Jumlah (1) = Rp. 601,362.006.8.2. Tenaga

- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00

Jumlah (2) = Rp. 211,650.00Jumlah (1) + (2) = Rp. 813,012.00

PB 6.9. 1 M³ Membuat beton 1 Pc : 1,5 Ps : 2,5 Kr

6.9.1. Bahan- Semen portland 386.000 Kg x Rp. 1,300 = Rp. 501,800.00- Pasir beton 0.470 M³ x Rp. 87,800 = Rp. 41,266.00- Koral beton 3/5 0.780 M³ x Rp. 185,900 = Rp. 145,002.00

Jumlah (1) = Rp. 688,068.006.9.2. Tenaga

- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00

Jumlah (2) = Rp. 211,650.00Jumlah (1) + (2) = Rp. 899,718.00

PB 6.10. 1 M³ Membuat beton 1 Pc : 1 Ps : 2 Kr

6.10.1. Bahan- Semen portland 479.000 Kg x Rp. 1,300 = Rp. 622,700.00- Pasir beton 0.370 M³ x Rp. 87,800 = Rp. 32,486.00- Koral beton 3/5 0.740 M³ x Rp. 185,900 = Rp. 137,566.00

Jumlah (1) = Rp. 792,752.00

6.10.2. Tenaga- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00

Jumlah (2) = Rp. 211,650.00Jumlah (1) + (2) = Rp. 1,004,402.00

PB 6.11. 1 M³ Membuat tiang pancang prestressed beton

6.11.1. Bahan- Semen portland 440.000 Kg x Rp. 1,300 = Rp. 572,000.00- Pasir beton 0.500 M³ x Rp. 87,800 = Rp. 43,900.00- Koral beton/batu pecah 2/3 0.800 M³ x Rp. 177,700 = Rp. 142,160.00- Rapidrant 2.460 Gln x Rp. = Rp. 0.00

Jumlah (1) = Rp. 758,060.006.11.2. Tenaga

- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00

Jumlah (2) = Rp. 211,650.00Jumlah (1) + (2) = Rp. 969,710.00

PB 6.12. 1 M³ Membuat beton dengan puzzdith - 100 XR

6.12.1. Bahan- Semen portland 336.000 Kg x Rp. 1,300 = Rp. 436,800.00- Pasir beton 0.540 M³ x Rp. 87,800 = Rp. 47,412.00

Page 55: RAB Paving Block

- Koral beton 0.810 M³ x Rp. 185,900 = Rp. 150,579.00- Puzzdith - 100 XR 1.000 Ltr x Rp. = Rp. 0.00

Jumlah (1) = Rp. 634,791.006.12.2. Tenaga

- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00

Jumlah (2) = Rp. 211,650.00Jumlah (1) + (2) = Rp. 846,441.00

PB 6.13. 1 M³ Membuat beton 1 Pc : 2 Ps : 3 Kr

6.13.1. Bahan- Semen portland 336.000 Kg x Rp. 1,300 = Rp. 436,800.00- Pasir beton 0.540 M³ x Rp. 87,800 = Rp. 47,412.00- Koral beton/batu pecah 2/3 0.810 M³ x Rp. 177,700 = Rp. 143,937.00

Jumlah (1) = Rp. 628,149.006.13.2. Tenaga

- Pekerja 2.000 Oh x Rp. 100,000 = Rp. 200,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 1.000 Oh x Rp. 130,000 = Rp. 130,000.00

Jumlah (2) = Rp. 380,750.00Jumlah (1) + (2) = Rp. 1,008,899.00

PB 6.14. 1 M³ Membuat beton 1 Pc : 2 Ps : 4 Kr

6.14.1. Bahan- Semen portland 291.000 Kg x Rp. 1,300 = Rp. 378,300.00- Pasir beton 0.470 M³ x Rp. 87,800 = Rp. 41,266.00- Koral beton/batu pecah 2/3 0.930 M³ x Rp. 177,700 = Rp. 165,261.00

Jumlah (1) = Rp. 584,827.006.14.2. Tenaga

- Pekerja 2.000 Oh x Rp. 100,000 = Rp. 200,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 1.000 Oh x Rp. 130,000 = Rp. 130,000.00

Jumlah (2) = Rp. 380,750.00Jumlah (1) + (2) = Rp. 965,577.00

PB 6.15. 1 M³ Membuat beton 1 Pc : 1,5 Ps : 3 Kr

6.15.1. Bahan- Semen portland 367.000 Kg x Rp. 1,300 = Rp. 477,100.00- Pasir beton 0.440 M³ x Rp. 87,800 = Rp. 38,632.00- Koral beton 2/3 0.880 M³ x Rp. 177,700 = Rp. 156,376.00

Jumlah (1) = Rp. 672,108.00

6.15.2. Tenaga

- Pekerja 2.000 Oh x Rp. 100,000 = Rp. 200,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 1.000 Oh x Rp. 130,000 = Rp. 130,000.00

Jumlah (2) = Rp. 380,750.00Jumlah (1) + (2) = Rp. 1,052,858.00

PB 6.16. 1 M³ Membuat beton 1 Pc : 1,5 Ps : 2,5 Kr

6.16.1. Bahan

Page 56: RAB Paving Block

- Semen portland 400.000 Kg x Rp. 1,300 = Rp. 520,000.00- Pasir beton 0.480 M³ x Rp. 87,800 = Rp. 42,144.00- Koral beton 2/3 0.880 M³ x Rp. 177,700 = Rp. 156,376.00

Jumlah (1) = Rp. 718,520.006.16.2. Tenaga

- Pekerja 2.000 Oh x Rp. 100,000 = Rp. 200,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 1.000 Oh x Rp. 130,000 = Rp. 130,000.00

Jumlah (2) = Rp. 380,750.00Jumlah (1) + (2) = Rp. 1,099,270.00

PB 6.17. 1 M³ Membuat beton 1 Pc : 1 Ps : 1 Kr

6.17.1. Bahan- Semen portland 615.000 Kg x Rp. 1,300 = Rp. 799,500.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 2/3 0.520 M³ x Rp. 177,700 = Rp. 92,404.00

Jumlah (1) = Rp. 937,560.006.17.2. Tenaga

- Pekerja 2.000 Oh x Rp. 100,000 = Rp. 200,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 1.000 Oh x Rp. 130,000 = Rp. 130,000.00

Jumlah (2) = Rp. 380,750.00Jumlah (1) + (2) = Rp. 1,318,310.00

PB 6.18. 1 M³ Membuat beton kedap air dengan strorox - 100

6.18.1. Bahan- Semen portland 400.000 Kg x Rp. 1,300 = Rp. 520,000.00- Pasir beton 0.480 M³ x Rp. 87,800 = Rp. 42,144.00- Koral beton 2/3 0.800 M³ x Rp. 177,700 = Rp. 142,160.00- Strorox - 100 1.200 M³ x Rp. = Rp. 0.00

Jumlah (1) = Rp. 704,304.00

6.18.2. Tenaga- Pekerja 2.000 Oh x Rp. 100,000 = Rp. 200,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 1.000 Oh x Rp. 130,000 = Rp. 130,000.00

Jumlah (2) = Rp. 380,750.00Jumlah (1) + (2) = Rp. 1,085,054.00

PB 6.19. 1 M' Memasang PVC Waterstop lebar 150 mm

6.19.1. Bahan- Waterstop lebar 150 mm 1.050 M' x Rp. = Rp. 0.00

Jumlah (1) = Rp. 0.00

6.19.2. Tenaga- Pekerja 0.050 Oh x Rp. 100,000 = Rp. 5,000.00- Tukang batu 0.030 Oh x Rp. 130,000 = Rp. 3,900.00- Kepala tukang 0.003 Oh x Rp. 150,000 = Rp. 450.00- Mandor 0.002 Oh x Rp. 130,000 = Rp. 260.00

Jumlah (2) = Rp. 9,610.00Jumlah (1) + (2) = Rp. 9,610.00

PB 6.20. 1 M' Memasang PVC Waterstop lebar 200 mm

6.20.1. Bahan

Page 57: RAB Paving Block

- Waterstop lebar 200 mm 1.050 M' x Rp. = Rp. 0.00Jumlah (1) = Rp. 0.00

6.20.2. Tenaga- Pekerja 0.050 Oh x Rp. 100,000 = Rp. 5,000.00- Tukang batu 0.035 Oh x Rp. 130,000 = Rp. 4,550.00- Kepala tukang 0.0035 Oh x Rp. 150,000 = Rp. 525.00- Mandor 0.002 Oh x Rp. 130,000 = Rp. 260.00

Jumlah (2) = Rp. 10,335.00Jumlah (1) + (2) = Rp. 10,335.00

PB 6.21. 1 M' Memasang PVC Waterstop lebar 230 mm

6.21.1. Bahan- Waterstop lebar 230 mm 1.050 M' x Rp. = Rp. 0.00

Jumlah (1) = Rp. 0.00

Page 58: RAB Paving Block

6.21.2. Tenaga- Pekerja 0.550 Oh x Rp. 100,000 = Rp. 55,000.00- Tukang batu 0.035 Oh x Rp. 130,000 = Rp. 4,550.00- Mandor 0.002 Oh x Rp. 130,000 = Rp. 260.00

Jumlah (2) = Rp. 59,810.00Jumlah (1) + (2) = Rp. 59,810.00

PB 6.22. 1 M' Memasang PVC Waterstop lebar 250 mm

6.22.1. Bahan- Waterstop lebar 250 mm 1.050 M' x Rp. = Rp. 0.00

Jumlah (1) = Rp. 0.00

6.22.2. Tenaga- Pekerja 0.550 Oh x Rp. 100,000 = Rp. 55,000.00- Tukang batu 0.035 Oh x Rp. 130,000 = Rp. 4,550.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 59,940.00Jumlah (1) + (2) = Rp. 59,940.00

PB 6.23. 1 M' Memasang PVC Waterstop lebar 300 mm

6.23.1. Bahan- Waterstop lebar 300 mm 1.050 M' x Rp. = Rp. 0.00

Jumlah (1) = Rp. 0.00

6.23.2. Tenaga- Pekerja 0.300 Oh x Rp. 100,000 = Rp. 30,000.00- Tukang batu 0.260 Oh x Rp. 130,000 = Rp. 33,800.00- Kepala tukang 0.026 Oh x Rp. 150,000 = Rp. 3,900.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00

Jumlah (2) = Rp. 68,350.00Jumlah (1) + (2) = Rp. 68,350.00

PB 6.25 1 Kg Pembesian dengan Besi polos

6.25.1 BahanBesi beton polos 1.050 Kg x Rp. 14,410 = Rp. 15,130.50Kawat beton 0.015 Kg x Rp. 16,830 = Rp. 252.45

Jumlah (1) = Rp. 15,382.95

6.25.2 TenagaPekerja 0.007 Oh x Rp. 100,000 = Rp. 700.00Tukang besi 0.007 Oh x Rp. 130,000 = Rp. 910.00Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 3,050.00Jumlah (1) + (2) = Rp. 18,432.95

PB 6.26 1 M² Kabel Presstressed polos / strands

6.26.1 BahanBesi Presstressed polos 1.050 Kg x Rp. 14,410 = Rp. 15,130.50Kawat beton 0.010 Kg x Rp. 16,830 = Rp. 168.30

Jumlah (1) = Rp. 15,298.80

6.26.2 TenagaPekerja 0.005 Oh x Rp. 100,000 = Rp. 500.00

Page 59: RAB Paving Block

Tukang besi 0.005 Oh x Rp. 130,000 = Rp. 650.00Kepala tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 2,290.00Jumlah (1) + (2) = Rp. 17,588.80

PB 6.28 1 M² Pasang bekisting untuk pondasi

6.28.1 BahanKayu sembarang 0.040 x Rp. 3,107,500 = Rp. 124,300.00Paku biasa 2" - 5" 0.300 Kg x Rp. 14,520 = Rp. 4,356.00Minyak bekisting 0.100 Ltr x Rp. 6,290 = Rp. 629.00

Jumlah (1) = Rp. 129,285.00

6.28.2 TenagaPekerja 0.300 Oh x Rp. 100,000 = Rp. 30,000.00Tukang besi 0.260 Oh x Rp. 130,000 = Rp. 33,800.00Kepala tukang 0.026 Oh x Rp. 150,000 = Rp. 3,900.00Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00

Jumlah (2) = Rp. 68,350.00Jumlah (1) + (2) = Rp. 197,635.00

PB 6.29. 1 M² Pasang bekisting untuk sloof

6.29.1. Bahan- Kayu sembarang 0.045 M³ x Rp. 3,107,500 = Rp. 139,837.50- Paku biasa 2' - 5" 0.300 Kg x Rp. 14,520 = Rp. 4,356.00- Minyak bekisting 0.100 Lt x Rp. 6,290 = Rp. 629.00

Jumlah (1) = Rp. 144,822.50

6.29.2. Tenaga- Pekerja 0.300 Oh x Rp. 100,000 = Rp. 30,000.00- Tukang batu 0.260 Oh x Rp. 130,000 = Rp. 33,800.00- Kepala tukang 0.026 Oh x Rp. 150,000 = Rp. 3,900.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00

Jumlah (2) = Rp. 68,350.00Jumlah (1) + (2) = Rp. 213,172.50

Page 60: RAB Paving Block

PB 6.30. 1 M² Pasang bekisting untuk kolom

6.30.1. Bahan- Kayu sembarang 0.040 M³ x Rp. 3,107,500 = Rp. 124,300.00- Paku biasa 2' - 5" 0.400 Kg x Rp. 14,520 = Rp. 5,808.00- Minyak bekisting 0.200 Lt x Rp. 6,290 = Rp. 1,258.00- Balok kayu sembarang 0.015 M³ x Rp. 3,107,500 = Rp. 46,612.50- Plywood tebal 9 mm 0.350 Lbr x Rp. 116,820 = Rp. 40,887.00- 2.000 Btg x Rp. 19,250 = Rp. 38,500.00

Jumlah (1) = Rp. 257,365.50

6.30.2. Tenaga- Pekerja 0.300 Oh x Rp. 100,000 = Rp. 30,000.00- Tukang batu 0.330 Oh x Rp. 130,000 = Rp. 42,900.00- Kepala tukang 0.033 Oh x Rp. 150,000 = Rp. 4,950.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 78,630.00Jumlah (1) + (2) = Rp. 335,995.50

PB 6.31. 1 M² Pasang bekisting untuk balok

6.31.1. Bahan- Kayu sembarang 0.040 M³ x Rp. 3,107,500 = Rp. 124,300.00- Paku biasa 2' - 5" 0.400 Kg x Rp. 14,520 = Rp. 5,808.00- Minyak bekisting 0.200 Lt x Rp. 6,290 = Rp. 1,258.00- Balok kayu sembarang 0.018 M³ x Rp. 3,107,500 = Rp. 55,935.00- Plywood tebal 9 mm 0.350 Lbr x Rp. 116,820 = Rp. 40,887.00- Kayu dolken/Laut Ø 3"-4"/4 m 2.000 Btg x Rp. 19,250 = Rp. 38,500.00

Jumlah (1) = Rp. 266,688.00

6.31.2. Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp. 32,000.00- Tukang batu 0.330 Oh x Rp. 130,000 = Rp. 42,900.00- Kepala tukang 0.033 Oh x Rp. 150,000 = Rp. 4,950.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 80,630.00Jumlah (1) + (2) = Rp. 347,318.00

PB 6.32. 1 M² Pasang bekisting untuk lantai

6.32.1. Bahan- Kayu sembarang 0.040 M³ x Rp. 3,107,500 = Rp. 124,300.00- Paku biasa 2' - 5" 0.400 Kg x Rp. 14,520 = Rp. 5,808.00- Minyak bekisting 0.200 Lt x Rp. 6,290 = Rp. 1,258.00- Balok kayu sembarang 0.015 M³ x Rp. 3,107,500 = Rp. 46,612.50- Plywood tebal 9 mm 0.350 Lbr x Rp. 116,820 = Rp. 40,887.00- Kayu dolken/Laut Ø 3"-4"/4 m 6.000 Btg x Rp. 19,250 = Rp. 115,500.00

Jumlah (1) = Rp. 334,365.50

Kayu dolken/Laut Ø 3"-4"/4 m

Page 61: RAB Paving Block

6.32.2. Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp. 32,000.00- Tukang batu 0.330 Oh x Rp. 130,000 = Rp. 42,900.00- Kepala tukang 0.033 Oh x Rp. 150,000 = Rp. 4,950.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 80,630.00Jumlah (1) + (2) = Rp. 414,995.50

PB 6.33. 1 M² Pasang bekisting untuk dinding

6.33.1. Bahan- Kayu sembarang 0.030 M³ x Rp. 3,107,500 = Rp. 93,225.00- Paku biasa 2' - 5" 0.400 Kg x Rp. 14,520 = Rp. 5,808.00- Minyak bekisting 0.200 Lt x Rp. 6,290 = Rp. 1,258.00- Balok kayu sembarang 0.020 M³ x Rp. 3,107,500 = Rp. 62,150.00- Plywood tebal 9 mm 0.350 Lbr x Rp. 116,820 = Rp. 40,887.00- Kayu dolken/Laut Ø 3"-4"/4 m 3.000 Btg x Rp. 19,250 = Rp. 57,750.00- Formtie/penjaga jarak bekisting/spacer 4.000 Btg x Rp. 5,000 = Rp. 20,000.00

Jumlah (1) = Rp. 281,078.00

6.33.2. Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp. 32,000.00- Tukang batu 0.330 Oh x Rp. 130,000 = Rp. 42,900.00- Kepala tukang 0.033 Oh x Rp. 150,000 = Rp. 4,950.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 80,630.00Jumlah (1) + (2) = Rp. 361,708.00

PB 6.34. 1 M² Pasang bekisting untuk tangga

6.34.1. Bahan- Kayu sembarang 0.030 M³ x Rp. 3,107,500 = Rp. 93,225.00- Paku biasa 2' - 5" 0.400 Kg x Rp. 14,520 = Rp. 5,808.00- Minyak bekisting 0.150 Lt x Rp. 6,290 = Rp. 943.50- Balok kayu sembarang 0.015 M³ x Rp. 3,107,500 = Rp. 46,612.50- Plywood tebal 9 mm 0.350 Lbr x Rp. 116,820 = Rp. 40,887.00- Kayu dolken/Laut Ø 3"-4"/4 m 2.000 Btg x Rp. 19,250 = Rp. 38,500.00

Jumlah (1) = Rp. 225,976.00

6.34.2. Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp. 32,000.00- Tukang batu 0.330 Oh x Rp. 130,000 = Rp. 42,900.00- Kepala tukang 0.033 Oh x Rp. 150,000 = Rp. 4,950.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 80,630.00Jumlah (1) + (2) = Rp. 306,606.00

Page 62: RAB Paving Block

PB 6.35.

6.35.1. Bahan- Semen portland 388.000 Kg x Rp. 1,300 = Rp. 504,400.00- Pasir beton 0.650 M³ x Rp. 87,800 = Rp. 57,070.00- Batu pecah 0.650 M³ x Rp. 190,200 = Rp. 123,630.00

Jumlah (1) = Rp. 685,100.00

6.35.2. Tenaga- Pekerja 6.000 Oh x Rp. 100,000 = Rp. 600,000.00- Tukang batu 1.000 Oh x Rp. 130,000 = Rp. 130,000.00- Kepala tukang 0.100 Oh x Rp. 150,000 = Rp. 15,000.00- Mandor 0.300 Oh x Rp. 130,000 = Rp. 39,000.00

Jumlah (2) = Rp. 784,000.00Jumlah (1) + (2) = Rp. 1,469,100.00

PB 6.36.

6.36.1. Bahan- Semen portland 400.000 Kg x Rp. 1,300 = Rp. 520,000.00- Pasir beton 0.400 M³ x Rp. 87,800 = Rp. 35,120.00- Koral beton 0.820 M³ x Rp. 190,200 = Rp. 155,964.00

Jumlah (1) = Rp. 711,084.00

6.36.2. Tenaga- Pekerja 6.000 Oh x Rp. 100,000 = Rp. 600,000.00- Tukang batu 1.000 Oh x Rp. 130,000 = Rp. 130,000.00- Kepala tukang 0.100 Oh x Rp. 150,000 = Rp. 15,000.00- Mandor 0.300 Oh x Rp. 130,000 = Rp. 39,000.00

Jumlah (2) = Rp. 784,000.00Jumlah (1) + (2) = Rp. 1,495,084.00

PB 6.37. 1 M² Pasang jembatan cor

6.37.1. Bahan- Kayu sembarang 0.0264 M³ x Rp. 3,107,500 = Rp. 82,038.00- Paku biasa 2" - 5 " 0.600 Kg x Rp. 14,520 = Rp. 8,712.00- Kayu dolken/Laut Ø 3"-4"/4 m 0.500 Btg x Rp. 19,250 = Rp. 9,625.00

Jumlah (1) = Rp. 100,375.00

6.37.2. Tenaga- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang batu 0.050 Oh x Rp. 130,000 = Rp. 6,500.00- Kepala tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 23,160.00Jumlah (1) + (2) = Rp. 123,535.00

1 M³ Pasang beton dengan mutu K 225

1 M³ Pasang beton dengan mutu K 275

Page 63: RAB Paving Block

PB 6.38.

6.38.1. Bahan- Kayu sembarang 0.2000 M³ x Rp. 3,107,500 = Rp. 621,500.00- Paku biasa 2" - 5 " 1.500 Kg x Rp. 14,520 = Rp. 21,780.00- Minyak bekisting 0.400 Lt x Rp. 6,290 = Rp. 2,516.00- Besi beton polos 150.000 Kg x Rp. 14,410 = Rp. 2,161,500.00- Kawat beton 2.250 Kg x Rp. 16,830 = Rp. 37,867.50- Semen portland 323.000 Kg x Rp. 1,300 = Rp. 419,900.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 0.780 M³ x Rp. 190,200 = Rp. 148,356.00

Jumlah (1) = Rp. 3,459,075.50

6.38.2. Tenaga- Pekerja 3.900 Oh x Rp. 100,000 = Rp. 390,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Tukang kayu 1.040 Oh x Rp. 130,000 = Rp. 135,200.00- Tukang besi 1.050 Oh x Rp. 130,000 = Rp. 136,500.00- Kepala tukang 0.245 Oh x Rp. 150,000 = Rp. 36,750.00- Mandor 0.165 Oh x Rp. 130,000 = Rp. 21,450.00

Jumlah (2) = Rp. 765,400.00Jumlah (1) + (2) = Rp. 4,224,475.50

PB 6.39.

6.39.1. Bahan- Kayu sembarang 0.2700 M³ x Rp. 3,107,500 = Rp. 839,025.00- Paku biasa 2" - 5 " 2.000 Kg x Rp. 14,520 = Rp. 29,040.00- Minyak bekisting 0.600 Lt x Rp. 6,290 = Rp. 3,774.00- Besi beton polos 200.000 Kg x Rp. 14,410 = Rp. 2,882,000.00- Kawat beton 3.000 Kg x Rp. 16,830 = Rp. 50,490.00- Semen portland 323.000 Kg x Rp. 1,300 = Rp. 419,900.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 0.780 M³ x Rp. 190,200 = Rp. 148,356.00

Jumlah (1) = Rp. 4,418,241.00

6.39.2. Tenaga- Pekerja 4.850 Oh x Rp. 100,000 = Rp. 485,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Tukang kayu 1.560 Oh x Rp. 130,000 = Rp. 202,800.00- Tukang besi 1.400 Oh x Rp. 130,000 = Rp. 182,000.00- Kepala tukang 0.331 Oh x Rp. 150,000 = Rp. 49,650.00- Mandor 0.170 Oh x Rp. 130,000 = Rp. 22,100.00

Jumlah (2) = Rp. 987,050.00Jumlah (1) + (2) = Rp. 5,405,291.00

1 M³ Membuat pondasi beton bertulang (150 kg besi + bekisting)

1 M³ Membuat sloof beton bertulang (200 kg besi + bekisting)

Page 64: RAB Paving Block

PB 6.40.

6.40.1. Bahan- Kayu sembarang 0.4000 M³ x Rp. 3,107,500 = Rp. 1,243,000.00- Paku biasa 2" - 5 " 4.000 Kg x Rp. 14,520 = Rp. 58,080.00- Minyak bekisting 2.000 Lt x Rp. 6,290 = Rp. 12,580.00- Besi beton polos 300.000 Kg x Rp. 14,410 = Rp. 4,323,000.00- Kawat beton 4.500 Kg x Rp. 16,830 = Rp. 75,735.00- Semen portland 323.000 Kg x Rp. 1,300 = Rp. 419,900.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 0.780 M³ x Rp. 190,200 = Rp. 148,356.00- Kayu sembarang balok 0.150 M³ x Rp. 3,107,500 = Rp. 466,125.00- Plywood 9 mm 3.500 Lbr x Rp. 116,820 = Rp. 408,870.00- Kayu dolken/Laut Ø 3"-4"/4 m 20.000 Btg x Rp. 19,250 = Rp. 385,000.00

Jumlah (1) = Rp. 7,586,302.00

6.40.2. Tenaga- Pekerja 7.300 Oh x Rp. 100,000 = Rp. 730,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Tukang kayu 3.300 Oh x Rp. 130,000 = Rp. 429,000.00- Tukang besi 2.100 Oh x Rp. 130,000 = Rp. 273,000.00- Kepala tukang 0.570 Oh x Rp. 150,000 = Rp. 85,500.00- Mandor 0.250 Oh x Rp. 130,000 = Rp. 32,500.00

Jumlah (2) = Rp. 1,595,500.00Jumlah (1) + (2) = Rp. 9,181,802.00

PB 6.41.

6.41.1. Bahan- Kayu sembarang 0.3200 M³ x Rp. 3,107,500 = Rp. 994,400.00- Paku biasa 2" - 5 " 3.200 Kg x Rp. 14,520 = Rp. 46,464.00- Minyak bekisting 1.600 Lt x Rp. 6,290 = Rp. 10,064.00- Besi beton polos 200.000 Kg x Rp. 14,410 = Rp. 2,882,000.00- Kawat beton 3.000 Kg x Rp. 16,830 = Rp. 50,490.00- Semen portland 323.000 Kg x Rp. 1,300 = Rp. 419,900.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 0.780 M³ x Rp. 190,200 = Rp. 148,356.00- Kayu sembarang balok 0.140 M³ x Rp. 3,107,500 = Rp. 435,050.00- Plywood 9 mm 2.800 Lbr x Rp. 116,820 = Rp. 327,096.00- Kayu dolken/Laut Ø 3"-4"/4 m 16.000 Btg x Rp. 19,250 = Rp. 308,000.00

Jumlah (1) = Rp. 5,667,476.00

6.41.2. Tenaga- Pekerja 5.960 Oh x Rp. 100,000 = Rp. 596,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Tukang kayu 2.800 Oh x Rp. 130,000 = Rp. 364,000.00- Tukang besi 1.400 Oh x Rp. 130,000 = Rp. 182,000.00- Kepala tukang 0.455 Oh x Rp. 150,000 = Rp. 68,250.00- Mandor 0.208 Oh x Rp. 130,000 = Rp. 27,040.00

Jumlah (2) = Rp. 1,282,790.00Jumlah (1) + (2) = Rp. 6,950,266.00

PB 6.42.

6.42.1. Bahan- Kayu sembarang 0.320 M³ x Rp. 3,107,500 = Rp. 994,400.00- Paku biasa 2" - 5 " 3.200 Kg x Rp. 14,520 = Rp. 46,464.00- Minyak bekisting 1.600 Lt x Rp. 6,290 = Rp. 10,064.00- Besi beton polos 150.000 Kg x Rp. 14,410 = Rp. 2,161,500.00

1 M³ Membuat kolom beton bertulang (300 kg besi + bekisting)

1 M³ Membuat balok beton bertulang (200 kg besi + bekisting)

1 M³ Membuat balok beton bertulang (150 kg besi + bekisting)

Page 65: RAB Paving Block

- Kawat beton 2.250 Kg x Rp. 16,830 = Rp. 37,867.50- Semen portland 323.000 Kg x Rp. 1,300 = Rp. 419,900.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 0.780 M³ x Rp. 190,200 = Rp. 148,356.00- Kayu sembarang balok 0.120 M³ x Rp. 3,107,500 = Rp. 372,900.00- Plywood 9 mm 2.800 Lbr x Rp. 116,820 = Rp. 327,096.00- Kayu dolken/Laut Ø 3"-4"/4 m 32.000 Btg x Rp. 19,250 = Rp. 616,000.00

Jumlah (1) = Rp. 5,180,203.506.42.2. Tenaga

- Pekerja 5.800 Oh x Rp. 100,000 = Rp. 580,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Tukang kayu 2.800 Oh x Rp. 130,000 = Rp. 364,000.00- Tukang besi 1.050 Oh x Rp. 130,000 = Rp. 136,500.00- Kepala tukang 0.420 Oh x Rp. 150,000 = Rp. 63,000.00- Mandor 0.185 Oh x Rp. 130,000 = Rp. 24,050.00

Jumlah (2) = Rp. 1,213,050.00Jumlah (1) + (2) = Rp. 6,393,253.50

PB 6.43.

6.43.1. Bahan- Kayu sembarang 0.240 M³ x Rp. 3,107,500 = Rp. 745,800.00- Paku biasa 2" - 5 " 3.200 Kg x Rp. 14,520 = Rp. 46,464.00- Minyak bekisting 1.600 Lt x Rp. 6,290 = Rp. 10,064.00- Besi beton polos 150.000 Kg x Rp. 14,410 = Rp. 2,161,500.00- Kawat beton 2.250 Kg x Rp. 16,830 = Rp. 37,867.50- Semen portland 323.000 Kg x Rp. 1,300 = Rp. 419,900.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 0.780 M³ x Rp. 190,200 = Rp. 148,356.00- Kayu sembarang balok 0.160 M³ x Rp. 3,107,500 = Rp. 497,200.00- Plywood 9 mm 2.800 Lbr x Rp. 116,820 = Rp. 327,096.00- Kayu dolken/Laut Ø 3"-4"/4 m 24.000 Btg x Rp. 19,250 = Rp. 462,000.00

Jumlah (1) = Rp. 4,901,903.50

6.43.2. Tenaga- Pekerja 5.600 Oh x Rp. 100,000 = Rp. 560,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Tukang kayu 2.640 Oh x Rp. 130,000 = Rp. 343,200.00- Tukang besi 1.050 Oh x Rp. 130,000 = Rp. 136,500.00- Kepala tukang 0.400 Oh x Rp. 150,000 = Rp. 60,000.00- Mandor 0.193 Oh x Rp. 130,000 = Rp. 25,090.00

Jumlah (2) = Rp. 1,170,290.00Jumlah (1) + (2) = Rp. 6,072,193.50

PB 6.44.

6.44.1. Bahan- Kayu sembarang 0.250 M³ x Rp. 3,107,500 = Rp. 776,875.00- Paku biasa 2" - 5 " 3.000 Kg x Rp. 14,520 = Rp. 43,560.00- Minyak bekisting 1.200 Lt x Rp. 6,290 = Rp. 7,548.00- Besi beton polos 200.000 Kg x Rp. 14,410 = Rp. 2,882,000.00- Kawat beton 3.000 Kg x Rp. 16,830 = Rp. 50,490.00- Semen portland 323.000 Kg x Rp. 1,300 = Rp. 419,900.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 0.780 M³ x Rp. 190,200 = Rp. 148,356.00- Kayu sembarang balok 0.105 M³ x Rp. 3,107,500 = Rp. 326,287.50- Plywood 9 mm 2.500 Lbr x Rp. 116,820 = Rp. 292,050.00- Kayu dolken/Laut Ø 3"-4"/4 m 14.000 Btg x Rp. 19,250 = Rp. 269,500.00

1 M³ Membuat dinding beton bertulang (150 kg besi + bekisting)

1 M³ Membuat tangga beton bertulang (150 kg besi + bekisting)

Page 66: RAB Paving Block

Jumlah (1) = Rp. 5,262,222.50

6.44.2. Tenaga- Pekerja 5.600 Oh x Rp. 100,000 = Rp. 560,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Tukang kayu 2.300 Oh x Rp. 130,000 = Rp. 299,000.00- Tukang besi 1.400 Oh x Rp. 130,000 = Rp. 182,000.00- Kepala tukang 0.405 Oh x Rp. 150,000 = Rp. 60,750.00- Mandor 0.202 Oh x Rp. 130,000 = Rp. 26,260.00

Jumlah (2) = Rp. 1,173,510.00Jumlah (1) + (2) = Rp. 6,435,732.50

PB 6.45. 1 M' Membuat kolom penguat beton bertulang (11 x 11) cm

6.45.1. Bahan- Kayu sembarang 0.002 M³ x Rp. 3,107,500 = Rp. 6,215.00- Paku biasa 2" - 5 " 0.010 Kg x Rp. 14,520 = Rp. 145.20- Besi beton polos 3.000 Kg x Rp. 14,410 = Rp. 43,230.00- Kawat beton 0.450 Kg x Rp. 16,830 = Rp. 7,573.50- Semen portland 4.000 Kg x Rp. 1,300 = Rp. 5,200.00- Pasir beton 0.006 M³ x Rp. 87,800 = Rp. 526.80- Koral beton 0.009 M³ x Rp. 190,200 = Rp. 1,711.80

Jumlah (1) = Rp. 64,602.30

6.45.2. Tenaga- Pekerja 0.060 Oh x Rp. 100,000 = Rp. 6,000.00- Tukang batu 0.020 Oh x Rp. 130,000 = Rp. 2,600.00- Tukang kayu 0.020 Oh x Rp. 130,000 = Rp. 2,600.00- Tukang besi 0.020 Oh x Rp. 130,000 = Rp. 2,600.00- Kepala tukang 0.006 Oh x Rp. 150,000 = Rp. 900.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 15,090.00Jumlah (1) + (2) = Rp. 79,692.30

PB 6.46. 1 M' Membuat ring balok beton bertulang (10 x 15) cm

6.46.1. Bahan- Kayu sembarang 0.003 M³ x Rp. 3,107,500 = Rp. 9,322.50- Paku biasa 2" - 5 " 0.020 Kg x Rp. 14,520 = Rp. 290.40- Besi beton polos 3.600 Kg x Rp. 14,410 = Rp. 51,876.00- Kawat beton 0.050 Kg x Rp. 16,830 = Rp. 841.50- Semen portland 5.500 Kg x Rp. 1,300 = Rp. 7,150.00- Pasir beton 0.009 M³ x Rp. 87,800 = Rp. 790.20- Koral beton 0.015 M³ x Rp. 190,200 = Rp. 2,853.00

Jumlah (1) = Rp. 73,123.60

6.46.2. Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang batu 0.033 Oh x Rp. 130,000 = Rp. 4,290.00- Tukang kayu 0.033 Oh x Rp. 130,000 = Rp. 4,290.00- Tukang besi 0.033 Oh x Rp. 130,000 = Rp. 4,290.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00

Jumlah (2) = Rp. 25,020.00Jumlah (1) + (2) = Rp. 98,143.60

Page 67: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN PENUTUP ATAP

PPA 6.1 1 M² Pasang atap genteng palentong kecil

6.1.1 Bahan- Genteng Palentong 25.000 Buah x Rp. 1,670 = Rp. 41,750.00

Jumlah (1) = Rp. 41,750.006.1.2 Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang Kayu 0.075 Oh x Rp. 130,000 = Rp. 9,750.00- Kepala Tukang 0.008 Oh x Rp. 150,000 = Rp. 1,200.00- Mandor 0.008 Oh x Rp. 130,000 = Rp. 1,040.00

Jumlah (2) = Rp. 26,990.00Jumlah (1) + (2) = Rp. 68,740.00

PPA 6.2 1 M² Pasang atap genteng kodok / glazzur

6.2.1 Bahan- Genteng Kodok 25.000 Buah x Rp. 2,170 = Rp. 54,250.00

Jumlah (1) = Rp. 54,250.006.2.2 Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang Kayu 0.075 Oh x Rp. 130,000 = Rp. 9,750.00- Kepala Tukang 0.008 Oh x Rp. 150,000 = Rp. 1,200.00- Mandor 0.008 Oh x Rp. 130,000 = Rp. 1,040.00

Jumlah (2) = Rp. 26,990.00Jumlah (1) + (2) = Rp. 81,240.00

PPA 6.3 1 M² Pasang atap genteng palentong super / besar

6.3.1 Bahan- Genteng Palentong super 12.000 Buah x Rp. 3,980 = Rp. 47,760.00

Jumlah (1) = Rp. 47,760.006.3.2 Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang Kayu 0.060 Oh x Rp. 130,000 = Rp. 7,800.00- Kepala Tukang 0.006 Oh x Rp. 150,000 = Rp. 900.00- Mandor 0.008 Oh x Rp. 130,000 = Rp. 1,040.00

Jumlah (2) = Rp. 24,740.00Jumlah (1) + (2) = Rp. 72,500.00

PPA 6.4 1 M² Pasang genteng bubung palentong

6.4.1 Bahan- Bubung geneteng palentong 5.000 Buah x Rp. 9,350 = Rp. 46,750.00- Semen portland 8.000 Kg x Rp. 1,300 = Rp. 10,400.00

- Pasir Pasang 0.032 M³ x Rp. 76,500 = Rp. 2,448.00Jumlah (1) = Rp. 59,598.00

6.4.2 Tenaga- Pekerja 0.400 Oh x Rp. 100,000 = Rp. 40,000.00- Tukang Kayu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala Tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.002 Oh x Rp. 130,000 = Rp. 260.00

Jumlah (2) = Rp. 69,260.00Jumlah (1) + (2) = Rp. 128,858.00

PPA 6.5 1 M' Pasang bubung genteng kodok glazzuur

6.5.1 Bahan- Bubung genteng kodok 5.000 Buah x Rp. 9,560 = Rp. 47,800.00- Semen portland 8.000 Kg x Rp. 1,300 = Rp. 10,400.00

- Pasir Pasang 0.032 M³ x Rp. 76,500 = Rp. 2,448.00Jumlah (1) = Rp. 60,648.00

6.5.2 Tenaga- Pekerja 0.400 Oh x Rp. 100,000 = Rp. 40,000.00- Tukang Kayu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala Tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.002 Oh x Rp. 130,000 = Rp. 260.00

Jumlah (2) = Rp. 69,260.00Jumlah (1) + (2) = Rp. 129,908.00

Page 68: RAB Paving Block

PPA 6.6 1 M' Pasang bubung genteng palentong besar

6.6.1 Bahan- Bubung genteng palentong super 4.000 Buah x Rp. 12,740 = Rp. 50,960.00- Semen portland 8.000 Kg x Rp. 1,300 = Rp. 10,400.00

- Pasir Pasang 0.032 M³ x Rp. 76,500 = Rp. 2,448.00Jumlah (1) = Rp. 63,808.00

6.6.2 Tenaga- Pekerja 0.400 Oh x Rp. 100,000 = Rp. 40,000.00- Tukang Kayu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala Tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.002 Oh x Rp. 130,000 = Rp. 260.00

Jumlah (2) = Rp. 69,260.00Jumlah (1) + (2) = Rp. 133,068.00

PPA 6.7 1 M² Pasang roof light fiberglass ( 180 x 90 ) cm

6.7.1 Bahan- Roof light fibreglass 0.600 Lbr x Rp. 46,390 = Rp. 27,834.00- Paku biasa ½ " - 1" 0.050 Kg x Rp. 16,940 = Rp. 847.00

Jumlah (1) = Rp. 28,681.006.7.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.067 Oh x Rp. 130,000 = Rp. 8,710.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 24,670.00Jumlah (1) + (2) = Rp. 53,351.00

PPA 6.8 1 M² Pasang atap asbes gelombang ( 2,70 x 0,92 m ) x 5 mm

6.8.1 Bahan- Atap asbes gelombang 0.450 Lbr x Rp. 106,810 = Rp. 48,064.50- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 50,506.506.8.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.075 Oh x Rp. 130,000 = Rp. 9,750.00- Kepala Tukang 0.008 Oh x Rp. 150,000 = Rp. 1,200.00- Mandor 0.008 Oh x Rp. 130,000 = Rp. 1,040.00

Jumlah (2) = Rp. 25,990.00Jumlah (1) + (2) = Rp. 76,496.50

PPA 6.9 1 M² Pasang atap asbes gelombang ( 2,40 x 0,92 m ) x 5 mm

6.9.1 Bahan- Atap asbes gelombang 0.500 Lbr x Rp. 97,020 = Rp. 48,510.00- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 50,952.006.9.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.075 Oh x Rp. 130,000 = Rp. 9,750.00- Kepala Tukang 0.008 Oh x Rp. 150,000 = Rp. 1,200.00- Mandor 0.008 Oh x Rp. 130,000 = Rp. 1,040.00

Jumlah (2) = Rp. 25,990.00Jumlah (1) + (2) = Rp. 76,942.00

PPA 6.10 1 M² Pasang atap asbes gelombang ( 2,10 x 0,92 m ) x 5 mm

6.10.1 Bahan - Atap asbes gelombang 0.600 Lbr x Rp. 88,770 = Rp. 53,262.00- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 55,704.006.10.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.075 Oh x Rp. 130,000 = Rp. 9,750.00- Kepala Tukang 0.008 Oh x Rp. 150,000 = Rp. 1,200.00- Mandor 0.008 Oh x Rp. 130,000 = Rp. 1,040.00

Jumlah (2) = Rp. 25,990.00Jumlah (1) + (2) = Rp. 81,694.00

Page 69: RAB Paving Block

PPA 6.11 1 M² Pasang atap asbes gelombang ( 1,80 x 0,92 m ) x 5 mm

6.11.1 Bahan- Atap asbes gelombang 0.750 Lbr x Rp. 70,950 = Rp. 53,212.50- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 55,654.506.11.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 25,060.00Jumlah (1) + (2) = Rp. 80,714.50

PPA 6.12 1 M² Pasang atap asbes gelombang ( 2,40 x 1,05 m ) x 4 mm

6.12.1 Bahan - Atap asbes gelombang 0.450 Lbr x Rp. 108,130 = Rp. 48,658.50- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 51,100.506.12.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 25,060.00Jumlah (1) + (2) = Rp. 76,160.50

PPA 6.13 1 M² Pasang atap asbes gelombang ( 2,10 x 1,05 m ) x 4 mm

6.13.1 Bahan - Atap asbes gelombang 0.500 Lbr x Rp. 93,170 = Rp. 46,585.00- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 49,027.006.13.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 25,060.00Jumlah (1) + (2) = Rp. 74,087.00

PPA 6.14 1 M² Pasang atap asbes gelombang ( 1,80 x 1,05 m ) x 4 mm

6.14.1 Bahan - Atap asbes gelombang 0.600 Lbr x Rp. 59,380 = Rp. 35,628.00- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 38,070.006.14.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.067 Oh x Rp. 130,000 = Rp. 8,710.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 24,670.00Jumlah (1) + (2) = Rp. 62,740.00

PPA 6.15 1 M² Pasang atap asbes gelombang ( 2,10 x 1,05 m ) x 4 mm

6.15.1 Bahan - Atap asbes gelombang 0.510 Lbr x Rp. 59,380 = Rp. 30,283.80- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 32,725.806.15.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.067 Oh x Rp. 130,000 = Rp. 8,710.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 24,670.00Jumlah (1) + (2) = Rp. 57,395.80

Page 70: RAB Paving Block

PPA 6.16 1 M² Pasang atap asbes gelombang ( 1,5 x 1,05 m ) x 4 mm

6.16.1 Bahan - Atap asbes gelombang 0.800 Lbr x Rp. 59,380 = Rp. 47,504.00- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 49,946.006.16.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.067 Oh x Rp. 130,000 = Rp. 8,710.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 24,670.00Jumlah (1) + (2) = Rp. 74,616.00

PPA 6.17 1 M² Pasang atap asbes gelombang ( 3,00 x 1,08 m ) x 6 mm

6.17.1 Bahan - Atap asbes gelombang 0.370 Lbr x Rp. 59,380 = Rp. 21,970.60- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 24,412.606.17.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.067 Oh x Rp. 130,000 = Rp. 8,710.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 24,670.00Jumlah (1) + (2) = Rp. 49,082.60

PPA 6.18 1 M² Pasang atap asbes gelombang ( 2,70 x 1,08 m ) x 6 mm

6.18.1 Bahan - Atap asbes gelombang 0.380 Lbr x Rp. 155,430 = Rp. 59,063.40- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 61,505.406.18.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.067 Oh x Rp. 130,000 = Rp. 8,710.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 24,670.00Jumlah (1) + (2) = Rp. 86,175.40

PPA 6.19 1 M² Pasang atap asbes gelombang ( 2,4 x 1,08 m ) x 6 mm

6.19.1 Bahan - Atap asbes gelombang 0.450 Lbr x Rp. 128,370 = Rp. 57,766.50- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 60,208.506.19.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.067 Oh x Rp. 130,000 = Rp. 8,710.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 24,670.00Jumlah (1) + (2) = Rp. 84,878.50

PPA 6.20 1 M² Pasang atap asbes gelombang ( 2,1 x 1,08 m ) x 6 mm

6.20.1 Bahan - Atap asbes gelombang 0.490 Lbr x Rp. 120,450 = Rp. 59,020.50- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 61,462.506.16.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.067 Oh x Rp. 130,000 = Rp. 8,710.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 24,670.00

Page 71: RAB Paving Block

Jumlah (1) + (2) = Rp. 86,132.50

PPA 6.21 1 M² Pasang atap asbes gelombang ( 1,80 x 1,08 m ) x 6 mm

6.21.1 Bahan - Atap asbes gelombang 0.570 Lbr x Rp. 103,620 = Rp. 59,063.40- Paku seng 0.120 Kg x Rp. 20,350 = Rp. 2,442.00

Jumlah (1) = Rp. 61,505.406.21.2 Tenaga

- Pekerja 0.140 Oh x Rp. 100,000 = Rp. 14,000.00- Tukang Kayu 0.067 Oh x Rp. 130,000 = Rp. 8,710.00- Kepala Tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00

Jumlah (2) = Rp. 24,670.00Jumlah (1) + (2) = Rp. 86,175.40

PPA 6.22 1 M' Pasang bubung stel gelombang 0,92 m

6.22.1 Bahan- Bubung stel gelombang 2.400 Lbr x Rp. 19,590 = Rp. 47,016.00- Paku seng 6.000 Bh x Rp. 410 = Rp. 2,460.00

Jumlah (1) = Rp. 49,476.006.22.2 Tenaga

- Pekerja 0.084 Oh x Rp. 100,000 = Rp. 8,400.00- Tukang Kayu 0.125 Oh x Rp. 130,000 = Rp. 16,250.00- Kepala Tukang 0.013 Oh x Rp. 150,000 = Rp. 1,950.00- Mandor 0.004 Oh x Rp. 130,000 = Rp. 520.00

Jumlah (2) = Rp. 27,120.00Jumlah (1) + (2) = Rp. 76,596.00

PPA 6.23 1 M' Pasang nok stel gelombang 1,05 m

6.23.1 Bahan- Bubung stel gelombang 2.100 Lbr x Rp. 25,990 = Rp. 54,579.00- Paku seng 6.000 Bh x Rp. 410 = Rp. 2,460.00

Jumlah (1) = Rp. 57,039.00

6.23.2 Tenaga- Pekerja 0.084 Oh x Rp. 100,000 = Rp. 8,400.00- Tukang Kayu 0.125 Oh x Rp. 130,000 = Rp. 16,250.00- Kepala Tukang 0.013 Oh x Rp. 150,000 = Rp. 1,950.00- Mandor 0.004 Oh x Rp. 130,000 = Rp. 520.00

Jumlah (2) = Rp. 27,120.00Jumlah (1) + (2) = Rp. 84,159.00

PPA 6.24 1 M' Pasang nok stel gelombang 1,08 m

6.24.1 Bahan- Bubung stel gelombang 2.050 Lbr x Rp. 28,510 = Rp. 58,445.50- Paku seng 6.000 Bh x Rp. 410 = Rp. 2,460.00

Jumlah (1) = Rp. 60,905.506.24.2 Tenaga

- Pekerja 0.084 Oh x Rp. 100,000 = Rp. 8,400.00- Tukang Kayu 0.125 Oh x Rp. 130,000 = Rp. 16,250.00- Kepala Tukang 0.013 Oh x Rp. 150,000 = Rp. 1,950.00- Mandor 0.004 Oh x Rp. 130,000 = Rp. 520.00

Jumlah (2) = Rp. 27,120.00Jumlah (1) + (2) = Rp. 88,025.50

PPA 6.25 1 M' Pasang nok paten 1,05 m

6.25.1 Bahan- Nok paten 5 mm 1.200 Lbr x Rp. 36,810 = Rp. 44,172.00- Paku seng 6.000 Bh x Rp. 410 = Rp. 2,460.00

Jumlah (1) = Rp. 46,632.006.25.2 Tenaga

- Pekerja 0.084 Oh x Rp. 100,000 = Rp. 8,400.00- Tukang Kayu 0.125 Oh x Rp. 130,000 = Rp. 16,250.00- Kepala Tukang 0.013 Oh x Rp. 150,000 = Rp. 1,950.00

Page 72: RAB Paving Block

- Mandor 0.004 Oh x Rp. 130,000 = Rp. 520.00Jumlah (2) = Rp. 27,120.00Jumlah (1) + (2) = Rp. 73,752.00

PPA 6.26 1 M' Pasang nok paten 1,05 m

6.26.1 Bahan- Nok paten 4 mm 1.200 Lbr x Rp. 30,950 = Rp. 37,140.00- Paku seng 6.000 Bh x Rp. 410 = Rp. 2,460.00

Jumlah (1) = Rp. 39,600.006.26.2 Tenaga

- Pekerja 0.084 Oh x Rp. 100,000 = Rp. 8,400.00- Tukang Kayu 0.125 Oh x Rp. 130,000 = Rp. 16,250.00- Kepala Tukang 0.013 Oh x Rp. 150,000 = Rp. 1,950.00- Mandor 0.004 Oh x Rp. 130,000 = Rp. 520.00

Jumlah (2) = Rp. 27,120.00Jumlah (1) + (2) = Rp. 66,720.00

PPA 6.27 1 M' Pasang nok paten 1,08 m

6.27.1 Bahan- Nok paten 6 mm 1.200 Lbr x Rp. 42,960 = Rp. 51,552.00- Paku seng 6.000 Bh x Rp. 410 = Rp. 2,460.00

Jumlah (1) = Rp. 54,012.006.27.2 Tenaga

- Pekerja 0.084 Oh x Rp. 100,000 = Rp. 8,400.00- Tukang Kayu 0.125 Oh x Rp. 130,000 = Rp. 16,250.00- Kepala Tukang 0.013 Oh x Rp. 150,000 = Rp. 1,950.00- Mandor 0.004 Oh x Rp. 130,000 = Rp. 520.00

Jumlah (2) = Rp. 27,120.00Jumlah (1) + (2) = Rp. 81,132.00

PPA 6.28 1 M' Pasang nok stel rata 0,92 m

6.28.1 Bahan- Nok stel rata 5 mm 1.100 Lbr x Rp. 36,080 = Rp. 39,688.00- Paku seng 6.000 Bh x Rp. 410 = Rp. 2,460.00

Jumlah (1) = Rp. 42,148.006.28.2 Tenaga

- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang Kayu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala Tukang 0.013 Oh x Rp. 150,000 = Rp. 1,950.00- Mandor 0.004 Oh x Rp. 130,000 = Rp. 520.00

Jumlah (2) = Rp. 31,970.00Jumlah (1) + (2) = Rp. 74,118.00

PPA 6.29 1 M' Pasang nok stel rata 1,05 m

6.29.1 Bahan- Nok stel rata 4 mm 1.100 Lbr x Rp. 30,250 = Rp. 33,275.00- Paku seng 6.000 Bh x Rp. 410 = Rp. 2,460.00

Jumlah (1) = Rp. 35,735.006.29.2 Tenaga

- Pekerja 0.084 Oh x Rp. 100,000 = Rp. 8,400.00- Tukang Kayu 0.125 Oh x Rp. 130,000 = Rp. 16,250.00- Kepala Tukang 0.013 Oh x Rp. 150,000 = Rp. 1,950.00- Mandor 0.004 Oh x Rp. 130,000 = Rp. 520.00

Jumlah (2) = Rp. 27,120.00Jumlah (1) + (2) = Rp. 62,855.00

PPA 6.30 1 M² Pasang atap genteng beton

6.30.1 Bahan- Atap genteng beton 11.000 Bh x Rp. 5,970 = Rp. 65,670.00- Paku biasa 2" - 5" 0.030 Kg x Rp. 14,520 = Rp. 435.60

Jumlah (1) = Rp. 66,105.606.30.2 Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang Kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00

Page 73: RAB Paving Block

- Kepala Tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 35,800.00Jumlah (1) + (2) = Rp. 101,905.60

PPA 6.31 1 M² Pasang atap genteng aspal

6.31.1 Bahan- Nok genteng aspal 6.900 Lbr x Rp. 11,320 = Rp. 78,108.00- Plywood 4" x 8" x 6 mm 0.350 Lbr x Rp. 77,880 = Rp. 27,258.00- Paku biasa ½" - 1" 0.030 Kg x Rp. 16,940 = Rp. 508.20- Plastic aerator 0.500 Bh x Rp. 27,500 = Rp. 13,750.00

Jumlah (1) = Rp. 119,624.206.31.2 Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang Kayu 0.300 Oh x Rp. 130,000 = Rp. 39,000.00- Kepala Tukang 0.003 Oh x Rp. 150,000 = Rp. 450.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 60,750.00Jumlah (1) + (2) = Rp. 180,374.20

PPA 6.32 1 M² Pasang atap genteng metal / multi roof

6.32.1 Bahan- Atap genteng metal 1.020 Bh x Rp. 64,130 = Rp. 65,412.60- Paku biasa 2" - 5" 0.200 Kg x Rp. 14,520 = Rp. 2,904.00

Jumlah (1) = Rp. 68,316.606.32.2 Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang Kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala Tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 35,800.00Jumlah (1) + (2) = Rp. 104,116.60

PPA 6.33 1 M² Pasang atap sirap

6.33.1 Bahan- Atap sirap 60.000 Bh x Rp. 1,030 = Rp. 61,800.00- Paku biasa ½" - 1" 0.200 Kg x Rp. 16,940 = Rp. 3,388.00

Jumlah (1) = Rp. 65,188.006.33.2 Tenaga

- Pekerja 0.166 Oh x Rp. 100,000 = Rp. 16,600.00- Tukang Kayu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala Tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.008 Oh x Rp. 130,000 = Rp. 1,040.00

Jumlah (2) = Rp. 53,890.00Jumlah (1) + (2) = Rp. 119,078.00

PPA 6.34 1 M' Pasang nok genteng beton

6.34.1 Bahan- Nok atap genteng beton 3.500 Bh x Rp. 13,440 = Rp. 47,040.00- Paku biasa 2" x 5" 0.050 Kg x Rp. 14,520 = Rp. 726.00- Semen PC 10.800 Kg x Rp. 1,300 = Rp. 14,040.00- Pasir pasang 0.032 x Rp. 76,500 = Rp. 2,448.00- Semen warna 1.000 Kg x Rp. 2,500 = Rp. 2,500.00

Jumlah (1) = Rp. 66,754.006.34.2 Tenaga

- Pekerja 0.400 Oh x Rp. 100,000 = Rp. 40,000.00- Tukang Kayu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala Tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.020 Oh x Rp. 130,000 = Rp. 2,600.00

Jumlah (2) = Rp. 71,600.00Jumlah (1) + (2) = Rp. 138,354.00

PPA 6.35 1 M' Pasang nok genteng aspal

6.35.1 Bahan- Nok genteng aspal 2.000 Bh x Rp. 11,320 = Rp. 22,640.00- Paku biasa ½" - 1" 0.050 Kg x Rp. 16,940 = Rp. 847.00- Kayu papan 0.0035 x Rp. 9,650,000 = Rp. 33,775.00

Jumlah (1) = Rp. 57,262.00

Page 74: RAB Paving Block

6.35.2 Tenaga- Pekerja 0.125 Oh x Rp. 100,000 = Rp. 12,500.00- Tukang Kayu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala Tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 49,530.00Jumlah (1) + (2) = Rp. 106,792.00

PPA 6.36 1 M' Pasang nok genteng metal

6.36.1 Bahan- Nok genteng decra bond 1.100 Bh x Rp. 41,140 = Rp. 45,254.00- Paku biasa ½" - 1" 0.050 Kg x Rp. 16,940 = Rp. 847.00

Jumlah (1) = Rp. 46,101.006.36.2 Tenaga

- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang Kayu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala Tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.013 Oh x Rp. 130,000 = Rp. 1,690.00

Jumlah (2) = Rp. 48,440.00Jumlah (1) + (2) = Rp. 94,541.00

PPA 6.37 1 M' Pasang nok sirap

6.37.1 Bahan- Seng plat 3" x 6" BJLS 35 0.400 Lbr x Rp. 115,500 = Rp. 46,200.00- Paku biasa ½" - 1" 0.060 Kg x Rp. 16,940 = Rp. 1,016.40- Paku biasa 2" - 5" 0.050 Kg x Rp. 14,520 = Rp. 726.00- Kayu papan tbl. 3 cm 0.004 x Rp. 9,650,000 = Rp. 38,600.00

Jumlah (1) = Rp. 86,542.406.37.2 Tenaga

- Pekerja 0.125 Oh x Rp. 100,000 = Rp. 12,500.00- Tukang Kayu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala Tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 49,530.00Jumlah (1) + (2) = Rp. 136,072.40

PPA 6.38 1 M' Pasang atap seng gelombang

6.38.1 Bahan- Seng gelombang 3" x 6" BJLS 30 0.700 Lbr x Rp. 59,640 = Rp. 41,748.00- Paku seng 0.040 Kg x Rp. 20,350 = Rp. 814.00

Jumlah (1) = Rp. 42,562.006.38.2 Tenaga

- Pekerja 0.120 Oh x Rp. 100,000 = Rp. 12,000.00- Tukang Kayu 0.060 Oh x Rp. 130,000 = Rp. 7,800.00- Kepala Tukang 0.006 Oh x Rp. 150,000 = Rp. 900.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 21,480.00Jumlah (1) + (2) = Rp. 64,042.00

PPA 6.39 1 M' Pasang atap nok seng

6.39.1 Bahan- Seng plat 3" x 6" BJLS 35 0.300 Bh x Rp. 115,500 = Rp. 34,650.00- Paku seng 0.020 Kg x Rp. 20,350 = Rp. 407.00

Jumlah (1) = Rp. 35,057.006.39.2 Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang Kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala Tukang 0.008 Oh x Rp. 150,000 = Rp. 1,200.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 26,080.00Jumlah (1) + (2) = Rp. 61,137.00

PPA 6.40 1 M' Pasang atap aluminium

6.40.1 Bahan- Atap aluminium gelombang 0,55 1.050 Bh x Rp. 98,180 = Rp. 103,089.00- Paku hak panjang 15 cm 0.020 Kg x Rp. 30,530 = Rp. 610.60

Jumlah (1) = Rp. 103,699.606.40.2 Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00

Page 75: RAB Paving Block

- Tukang Kayu 0.075 Oh x Rp. 130,000 = Rp. 9,750.00- Kepala Tukang 0.008 Oh x Rp. 150,000 = Rp. 1,200.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 26,730.00Jumlah (1) + (2) = Rp. 130,429.60

PPA 6.41 1 M' Pasang nok aluminium

6.41.1 Bahan- Nok standard 40 cm 18 SWG 22 1.200 Bh x Rp. 47,890 = Rp. 57,468.00- Paku hak panjang 15 cm 0.040 Kg x Rp. 30,530 = Rp. 1,221.20

Jumlah (1) = Rp. 58,689.206.41.2 Tenaga

- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang Kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala Tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 25,800.00Jumlah (1) + (2) = Rp. 84,489.20

PPA 6.42 1 M' Pasang aluminium foil / sisalation

6.42.1 Bahan- Sisalation / Aluminium foil 1.050 x Rp. 77,200 = Rp. 81,060.00

Jumlah (1) = Rp. 81,060.006.42.2 Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang Kayu 0.050 Oh x Rp. 130,000 = Rp. 6,500.00- Kepala Tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00- Mandor 0.008 Oh x Rp. 130,000 = Rp. 1,040.00

Jumlah (2) = Rp. 23,290.00Jumlah (1) + (2) = Rp. 104,350.00

Page 76: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN PENUTUP LANTAI

PPL 6.9 1 M² Pasang lantai ubin granito ukuran 40 x 40 cm

6.9.1 Bahan- Ubin granito 40 x 40 cm 6.930 Bh x Rp. 46,590 = Rp. 322,868.70- Semen portland 9.800 Kg x Rp. 1,300 = Rp. 12,740.00- Pasir pasang 0.0215 x Rp. 76,500 = Rp. 1,644.75- Semen warna 1.300 Kg x Rp. 2,500 = Rp. 3,250.00

Jumlah (1) = Rp. 340,503.456.9.2 Tenaga

- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang batu 0.120 Oh x Rp. 130,000 = Rp. 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000 = Rp. 1,800.00- Mandor 0.0125 Oh x Rp. 130,000 = Rp. 1,625.00

Jumlah (2) = Rp. 44,025.00Jumlah (1) + (2) = Rp. 384,528.45

PPL 6.10 1 M² Pasang lantai ubin granito ukuran 30 x 30 cm

6.10.1 Bahan- Ubin granito 30 x 30 cm 11.870 Bh x Rp. 26,260 = Rp. 311,706.20- Semen portland 10.000 Kg x Rp. 1,300 = Rp. 13,000.00- Pasir pasang 0.0215 x Rp. 76,500 = Rp. 1,644.75- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00

Jumlah (1) = Rp. 330,100.956.10.2 Tenaga

- Pekerja 0.260 Oh x Rp. 100,000 = Rp. 26,000.00- Tukang batu 0.125 Oh x Rp. 130,000 = Rp. 16,250.00- Kepala tukang 0.0125 Oh x Rp. 150,000 = Rp. 1,875.00- Mandor 0.013 Oh x Rp. 130,000 = Rp. 1,690.00

Jumlah (2) = Rp. 45,815.00Jumlah (1) + (2) = Rp. 375,915.95

PPL 6.13 1 M² Pasang lantai ubin teralux marmer ukuran 60 x 60 cm

6.13.1 Bahan- Ubin marmer 60 x 60 cm 2.780 Bh x Rp. 109,510 = Rp. 304,437.80- Semen portland 8.190 Kg x Rp. 1,300 = Rp. 10,647.00- Pasir pasang 0.0215 x Rp. 76,500 = Rp. 1,644.75- Semen warna 1.000 Kg x Rp. 2,500 = Rp. 2,500.00

Jumlah (1) = Rp. 319,229.556.13.2 Tenaga

- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang batu 0.120 Oh x Rp. 130,000 = Rp. 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000 = Rp. 1,800.00- Mandor 0.0125 Oh x Rp. 130,000 = Rp. 1,625.00

Jumlah (2) = Rp. 44,025.00Jumlah (1) + (2) = Rp. 363,254.55

PPL 6.14 1 M² Pasang lantai ubin teralux marmer ukuran 40 x 40 cm

6.14.1 Bahan- ubin marmer 40 x 40 cm 6.250 Bh x Rp. 48,400 = Rp. 302,500.00- Semen portland 8.800 Kg x Rp. 1,300 = Rp. 11,440.00- Pasir pasang 0.0215 x Rp. 76,500 = Rp. 1,644.75- Semen warna 1.300 Kg x Rp. 2,500 = Rp. 3,250.00

Jumlah (1) = Rp. 318,834.756.14.2 Tenaga

- Pekerja 0.672 Oh x Rp. 100,000 = Rp. 67,200.00- Tukang batu 0.224 Oh x Rp. 130,000 = Rp. 29,120.00- Kepala tukang 0.022 Oh x Rp. 150,000 = Rp. 3,300.00- Mandor 0.034 Oh x Rp. 130,000 = Rp. 4,420.00

Jumlah (2) = Rp. 104,040.00

Page 77: RAB Paving Block

Jumlah (1) + (2) = Rp. 422,874.75

PPL 6.15 1 M² Pasang lantai ubin teralux marmer ukuran 30 x 30 cm

6.15.1 Bahan- Ubin marmer 30 x 30 cm 11.870 Bh x Rp. 27,230 = Rp. 323,220.10- Semen portland 10.000 Kg x Rp. 1,300 = Rp. 13,000.00- Pasir pasang 0.0215 x Rp. 76,500 = Rp. 1,644.75- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00

Jumlah (1) = Rp. 341,614.856.15.2 Tenaga

- Pekerja 0.700 Oh x Rp. 100,000 = Rp. 70,000.00- Tukang batu 0.340 Oh x Rp. 130,000 = Rp. 44,200.00- Kepala tukang 0.034 Oh x Rp. 150,000 = Rp. 5,100.00- Mandor 0.035 Oh x Rp. 130,000 = Rp. 4,550.00

Jumlah (2) = Rp. 123,850.00Jumlah (1) + (2) = Rp. 465,464.85

PPL 6.24 1 M' Pasang plint ubin granito ukuran 10 x 40 cm

6.24.1 Bahan- Plint ubin granito 10 x 40 cm 2.650 Bh x Rp. 62,800 = Rp. 166,420.00- Semen portland 1.200 Kg x Rp. 1,300 = Rp. 1,560.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.100 Kg x Rp. 2,500 = Rp. 250.00

Jumlah (1) = Rp. 168,474.806.24.2 Tenaga

- Pekerja 0.600 Oh x Rp. 100,000 = Rp. 60,000.00- Tukang batu 0.030 Oh x Rp. 130,000 = Rp. 3,900.00- Kepala tukang 0.003 Oh x Rp. 150,000 = Rp. 450.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 64,740.00Jumlah (1) + (2) = Rp. 233,214.80

PPL 6.25 1 M' Pasang plint ubin granito ukuran 10 x 30 cm

6.25.1 Bahan- Plint ubin granito 10 x 30 cm 3.330 Bh x Rp. 27,950 = Rp. 93,073.50- Semen portland 1.650 Kg x Rp. 1,300 = Rp. 2,145.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.100 Kg x Rp. 2,500 = Rp. 250.00

Jumlah (1) = Rp. 95,713.306.25.2 Tenaga

- Pekerja 0.900 Oh x Rp. 100,000 = Rp. 90,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00

Jumlah (2) = Rp. 103,635.00Jumlah (1) + (2) = Rp. 199,348.30

PPL 6.28 1 M' Pasang plint ubin teralux marmer ukuran 10 x 60 cm

6.28.1 Bahan- Plint ubin marmer 10 x 60 cm 1.700 Bh x Rp. 65,700 = Rp. 111,690.00- Semen portland 1.650 Kg x Rp. 1,300 = Rp. 2,145.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.100 Kg x Rp. 2,500 = Rp. 250.00

Jumlah (1) = Rp. 114,329.80

6.28.2 Tenaga- Pekerja 0.900 Oh x Rp. 100,000 = Rp. 90,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00

Jumlah (2) = Rp. 103,635.00

Page 78: RAB Paving Block

Jumlah (1) + (2) = Rp. 217,964.80

PPL 6.29 1 M' Pasang plint ubin teralux marmer ukuran 10 x 40 cm

6.29.1 Bahan- Plint ubin marmer 10 x 40 cm 2.500 Bh x Rp. 29,040 = Rp. 72,600.00- Semen portland 1.650 Kg x Rp. 1,300 = Rp. 2,145.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.100 Kg x Rp. 2,500 = Rp. 250.00

Jumlah (1) = Rp. 75,239.80

6.29.2 Tenaga- Pekerja 0.900 Oh x Rp. 100,000 = Rp. 90,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00

Jumlah (2) = Rp. 103,635.00Jumlah (1) + (2) = Rp. 178,874.80

PPL 6.30 1 M' Pasang plint ubin teralux marmer ukuran 10 x 30 cm

6.30.1 Bahan- Plint ubin marmer 10 x 30 cm 3.330 Bh x Rp. 16,340 = Rp. 54,412.20- Semen portland 1.650 Kg x Rp. 1,300 = Rp. 2,145.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.100 Kg x Rp. 2,500 = Rp. 250.00

Jumlah (1) = Rp. 57,052.00

6.30.2 Tenaga- Pekerja 0.900 Oh x Rp. 100,000 = Rp. 90,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00

Jumlah (2) = Rp. 103,635.00Jumlah (1) + (2) = Rp. 160,687.00

PPL 6.34 1 M² Pasang lantai keramik artistik 10 x 20 cm

6.34.1 Bahan- Keramik artistik 10 x 20 cm 50.000 Bh x Rp. 1,760 = Rp. 88,000.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00

Jumlah (1) = Rp. 109,757.00

6.34.2 Tenaga- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00

Jumlah (2) = Rp. 116,650.00Jumlah (1) + (2) = Rp. 226,407.00

PPL 6.35 1 M² Pasang lantai keramik artistik 10 x 10 cm

6.35.1 Bahan- Keramik artistik 10 x 10 cm 50.000 Bh x Rp. 910 = Rp. 45,500.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 2.000 Kg x Rp. 2,500 = Rp. 5,000.00

Jumlah (1) = Rp. 68,507.00

6.35.2 Tenaga- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00

Page 79: RAB Paving Block

- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00

Jumlah (2) = Rp. 116,650.00Jumlah (1) + (2) = Rp. 185,157.00

PPL 6.36 1 M² Pasang lantai keramik artistik ukuran 5 x 20 cm

6.36.1 Bahan- Keramik artistik 5 x 20 cm 100.000 Bh x Rp. 910 = Rp. 91,000.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00

Jumlah (1) = Rp. 112,757.006.36.2 Tenaga

- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00

Jumlah (2) = Rp. 116,650.00Jumlah (1) + (2) = Rp. 229,407.00

PPL 6.37 1 M' Pasang plint keramik artistik ukuran 10 x 20 cm

6.37.1 Bahan- keramik artistik 10 x 20 cm 5.000 Bh x Rp. 1,760 = Rp. 8,800.00- Semen portland 1.650 Kg x Rp. 1,300 = Rp. 2,145.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.100 Kg x Rp. 2,500 = Rp. 250.00

Jumlah (1) = Rp. 11,439.806.37.2 Tenaga

- Pekerja 0.090 Oh x Rp. 100,000 = Rp. 9,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00

Jumlah (2) = Rp. 22,635.00Jumlah (1) + (2) = Rp. 34,074.80

PPL 6.38 1 M' Pasang plint keramik artistik ukuran 10 x 10 cm

6.38.1 Bahan- keramik artistik 10 x 10 cm 10.000 Bh x Rp. 910 = Rp. 9,100.00- Semen portland 1.650 Kg x Rp. 1,300 = Rp. 2,145.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.120 Kg x Rp. 2,500 = Rp. 300.00

Jumlah (1) = Rp. 11,789.80

6.38.2 Tenaga- Pekerja 0.090 Oh x Rp. 100,000 = Rp. 9,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00

Jumlah (2) = Rp. 22,635.00Jumlah (1) + (2) = Rp. 34,424.80

PPL 6.39.A 1 M' Pasang plint keramik ukuran 10 x 20 cm

6.39.1 Bahan- Keramik 10 x 20 cm 5.000 Bh x Rp. 1,210 = Rp. 6,050.00- Semen portland 0.850 Kg x Rp. 1,300 = Rp. 1,105.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.080 Kg x Rp. 2,500 = Rp. 200.00

Jumlah (1) = Rp. 7,599.806.39.2 Tenaga

Page 80: RAB Paving Block

- Pekerja 0.090 Oh x Rp. 100,000 = Rp. 9,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00

Jumlah (2) = Rp. 22,635.00Jumlah (1) + (2) = Rp. 30,234.80

PPL 6.39.B 1 M' Pasang plint keramik ukuran 10 x 30 cm

6.39.1 Bahan- Keramik 10 x 30 cm 3.340 Bh x Rp. 4,110 = Rp. 13,727.40- Semen portland 0.850 Kg x Rp. 1,300 = Rp. 1,105.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.080 Kg x Rp. 2,500 = Rp. 200.00

Jumlah (1) = Rp. 15,277.20

6.39.2 Tenaga- Pekerja 0.090 Oh x Rp. 100,000 = Rp. 9,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00

Jumlah (2) = Rp. 22,635.00Jumlah (1) + (2) = Rp. 37,912.20

PPL 6.39.C 1 M' Pasang plint keramik ukuran 10 x 40 cm

6.39.1 Bahan- Keramik 10 x 40 cm 2.500 Bh x Rp. 5,690 = Rp. 14,225.00- Semen portland 0.850 Kg x Rp. 1,300 = Rp. 1,105.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.080 Kg x Rp. 2,500 = Rp. 200.00

Jumlah (1) = Rp. 15,774.80

6.39.2 Tenaga- Pekerja 0.090 Oh x Rp. 100,000 = Rp. 9,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00

Jumlah (2) = Rp. 22,635.00Jumlah (1) + (2) = Rp. 38,409.80

PPL 6.41 1 M' Pasang plint vinyil tanpa adukan

6.41.1 Bahan- Vinyl 30 x 30 cm 3.500 Bh x Rp. 8,230 = Rp. 28,805.00- Lem vinyl 0.080 Kg x Rp. 44,900 = Rp. 3,592.00

Jumlah (1) = Rp. 32,397.006.41.2 Tenaga

- Pekerja 0.080 Oh x Rp. 100,000 = Rp. 8,000.00- Tukang batu 0.080 Oh x Rp. 130,000 = Rp. 10,400.00- Kepala tukang 0.008 Oh x Rp. 150,000 = Rp. 1,200.00- Mandor 0.004 Oh x Rp. 130,000 = Rp. 520.00

Jumlah (2) = Rp. 20,120.00Jumlah (1) + (2) = Rp. 52,517.00

PPL 6.42 1 M² Pasang lantai keramik 10 x 20 cm

6.42.1 Bahan- Ubin keramik 10 x 20 cm 50.000 Bh x Rp. 1,210 = Rp. 60,500.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00

Jumlah (1) = Rp. 82,257.006.42.2 Tenaga

- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00

Page 81: RAB Paving Block

- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00

Jumlah (2) = Rp. 116,650.00Jumlah (1) + (2) = Rp. 198,907.00

PPL 6.43 1 M² Pasang lantai keramik 15 x 15 cm

6.43.1 Bahan- Ubin keramik 15 x 15 cm 44.000 Bh x Rp. 1,400 = Rp. 61,600.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00

Jumlah (1) = Rp. 83,357.006.43.2 Tenaga

- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00

Jumlah (2) = Rp. 116,650.00Jumlah (1) + (2) = Rp. 200,007.00

PPL 6.44 1 M² Pasang lantai keramik 20 x 20 cm

6.44.1 Bahan- Ubin keramik 20 x 20 cm 25.000 Bh x Rp. 2,490 = Rp. 62,250.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00

Jumlah (1) = Rp. 84,007.00

6.44.2 Tenaga- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00

Jumlah (2) = Rp. 116,650.00Jumlah (1) + (2) = Rp. 200,657.00

PPL 6.45 1 M² Pasang lantai keramik 20 x 25 cm

6.45.1 Bahan- Ubin keramik 20 x 25 cm 20.000 Bh x Rp. 3,150 = Rp. 63,000.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00

Jumlah (1) = Rp. 84,757.00

6.45.2 Tenaga- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00

Jumlah (2) = Rp. 116,650.00Jumlah (1) + (2) = Rp. 201,407.00

PPL 6.46 1 M² Pasang lantai keramik 25 x 25 cm

6.46.1 Bahan- Ubin keramik 25 x 25 cm 16.000 Bh x Rp. 3,870 = Rp. 61,920.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00

Page 82: RAB Paving Block

- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00

Jumlah (1) = Rp. 83,677.00

6.46.2 Tenaga- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00

Jumlah (2) = Rp. 116,650.00Jumlah (1) + (2) = Rp. 200,327.00

PPL 6.47 1 M² Pasang lantai keramik 30 x 30 cm

6.47.1 Bahan- Ubin keramik 30 x 30 cm 11.120 Bh x Rp. 5,570 = Rp. 61,938.40- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00

Jumlah (1) = Rp. 83,695.406.47.2 Tenaga

- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00

Jumlah (2) = Rp. 116,650.00Jumlah (1) + (2) = Rp. 200,345.40

PPL 6.49 1 M² Pasang lantai keramik 40 x 40 cm

6.49.1 Bahan- Ubin keramik 40 x 40 cm 6.250 Bh x Rp. 9,680 = Rp. 60,500.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00

Jumlah (1) = Rp. 82,257.006.49.2 Tenaga

- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00

Jumlah (2) = Rp. 116,650.00Jumlah (1) + (2) = Rp. 198,907.00

Page 83: RAB Paving Block
Page 84: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN KUNCI DAN KACA

PKK 6.1 1 buah pasang kunci tanam antik

6.1.1 Bahan- Kunci tanam antik 1.000 Bh x Rp. 214,500 = Rp. 214,500.00

Jumlah (1) = Rp. 214,500.006.1.2 Tenaga

- Pekerja 0.060 Oh x Rp. 100,000 = Rp. 6,000.00- Tukang Kayu 0.600 Oh x Rp. 130,000 = Rp. 78,000.00- Kepala Tukang 0.060 Oh x Rp. 150,000 = Rp. 9,000.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 93,390.00Jumlah (1) + (2) = Rp. 307,890.00

PKK 6.2 1 buah pasang kunci tanam biasa

6.2.1 Bahan- Kunci tanam biasa 1.000 Bh x Rp. 90,020 = Rp. 90,020.00

Jumlah (1) = Rp. 90,020.006.1.2 Tenaga

- Pekerja 0.010 Oh x Rp. 100,000 = Rp. 1,000.00- Tukang Kayu 0.500 Oh x Rp. 130,000 = Rp. 65,000.00- Kepala Tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00

Jumlah (2) = Rp. 68,150.00Jumlah (1) + (2) = Rp. 158,170.00

PKK 6.3 1 buah pasang kunci tanam kamar mandi

6.3.1 Bahan- Kunci tanam kamar mandi 1.000 Bh x Rp. 54,690 = Rp. 54,690.00

Jumlah (1) = Rp. 54,690.006.3.2 Tenaga

- Pekerja 0.005 Oh x Rp. 100,000 = Rp. 500.00- Tukang Kayu 0.500 Oh x Rp. 130,000 = Rp. 65,000.00- Kepala Tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 66,575.00Jumlah (1) + (2) = Rp. 121,265.00

PKK 6.4 1 buah pasang kunci silinder

6.4.1 Bahan- Kunci silinder 1.000 Bh x Rp. 34,490 = Rp. 34,490.00

Jumlah (1) = Rp. 34,490.006.4.2 Tenaga

- Pekerja 0.005 Oh x Rp. 100,000 = Rp. 500.00- Tukang Kayu 0.500 Oh x Rp. 130,000 = Rp. 65,000.00- Kepala Tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00- Mandor 0.00025 Oh x Rp. 130,000 = Rp. 32.50

Jumlah (2) = Rp. 66,282.50Jumlah (1) + (2) = Rp. 100,772.50

PKK 6.5 1 buah pasang engsel pintu

6.5.1 Bahan- engsel pintu 1.000 Bh x Rp. 15,130 = Rp. 15,130.00

Jumlah (1) = Rp. 15,130.006.5.2 Tenaga

- Pekerja 0.015 Oh x Rp. 100,000 = Rp. 1,500.00- Tukang Kayu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala Tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.00075 Oh x Rp. 130,000 = Rp. 97.50

Jumlah (2) = Rp. 23,347.50Jumlah (1) + (2) = Rp. 38,477.50

Page 85: RAB Paving Block

PKK 6.6 1 buah pasang engsel jendela kupu-kupu

6.6.1 Bahan- Engsel jendela 1.000 Bh x Rp. 15,730 = Rp. 15,730.00

Jumlah (1) = Rp. 15,730.006.6.2 Tenaga

- Pekerja 0.010 Oh x Rp. 100,000 = Rp. 1,000.00- Tukang Kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala Tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0005 Oh x Rp. 130,000 = Rp. 65.00

Jumlah (2) = Rp. 15,565.00Jumlah (1) + (2) = Rp. 31,295.00

PKK 6.7 1 buah pasang engsel angin

6.7.1 Bahan- Engsel angin 1.000 Bh x Rp. 25,050 = Rp. 25,050.00

Jumlah (1) = Rp. 25,050.006.7.2 Tenaga

- Pekerja 0.020 Oh x Rp. 100,000 = Rp. 2,000.00- Tukang Kayu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala Tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 32,300.00Jumlah (1) + (2) = Rp. 57,350.00

PKK 6.8 1 buah pasang spring knip

6.8.1 Bahan- Spring knip 1.000 Bh x Rp. 9,080 = Rp. 9,080.00

Jumlah (1) = Rp. 9,080.006.8.2 Tenaga

- Pekerja 0.015 Oh x Rp. 100,000 = Rp. 1,500.00- Tukang Kayu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala Tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.00075 Oh x Rp. 130,000 = Rp. 97.50

Jumlah (2) = Rp. 23,347.50Jumlah (1) + (2) = Rp. 32,427.50

PKK 6.9 1 buah pasang kait angin

6.9.1 Bahan- Kait angin 1.000 Bh x Rp. 19,120 = Rp. 19,120.00

Jumlah (1) = Rp. 19,120.006.9.2 Tenaga

- Pekerja 0.015 Oh x Rp. 100,000 = Rp. 1,500.00- Tukang Kayu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala Tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.00075 Oh x Rp. 130,000 = Rp. 97.50

Jumlah (2) = Rp. 23,347.50Jumlah (1) + (2) = Rp. 42,467.50

PKK 6.10 1 buah pasang door closer

6.10.1 Bahan- Door closer 1.000 Bh x Rp. 109,750 = Rp. 109,750.00

Jumlah (1) = Rp. 109,750.006.10.2 Tenaga

- Pekerja 0.050 Oh x Rp. 100,000 = Rp. 5,000.00- Tukang Kayu 0.500 Oh x Rp. 130,000 = Rp. 65,000.00- Kepala Tukang 0.050 Oh x Rp. 150,000 = Rp. 7,500.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 77,825.00Jumlah (1) + (2) = Rp. 187,575.00

Page 86: RAB Paving Block

PKK 6.11 1 buah pasang kunci selot

6.11.1 Bahan- Kunci selot 1.000 Bh x Rp. 27,230 = Rp. 27,230.00

Jumlah (1) = Rp. 27,230.006.11.2 Tenaga

- Pekerja 0.020 Oh x Rp. 100,000 = Rp. 2,000.00- Tukang Kayu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala Tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.001 Oh x Rp. 130,000 = Rp. 130.00

Jumlah (2) = Rp. 31,130.00Jumlah (1) + (2) = Rp. 58,360.00

PKK 6.12 1 buah pasang pegangan pintu / door holder

6.12.1 Bahan- Pegangan pintu / door holder 1.000 Bh x Rp. 113,010 = Rp. 113,010.00

Jumlah (1) = Rp. 113,010.006.12.2 Tenaga

- Pekerja 0.050 Oh x Rp. 100,000 = Rp. 5,000.00- Tukang Kayu 0.500 Oh x Rp. 130,000 = Rp. 65,000.00- Kepala Tukang 0.050 Oh x Rp. 150,000 = Rp. 7,500.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 77,825.00Jumlah (1) + (2) = Rp. 190,835.00

PKK 6.13 1 buah pasang door stop

6.13.1 Bahan- Door stop 1.000 Bh x Rp. 38,120 = Rp. 38,120.00

Jumlah (1) = Rp. 38,120.006.13.2 Tenaga

- Pekerja 0.010 Oh x Rp. 100,000 = Rp. 1,000.00- Tukang Kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala Tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0005 Oh x Rp. 130,000 = Rp. 65.00

Jumlah (2) = Rp. 15,565.00Jumlah (1) + (2) = Rp. 53,685.00

PKK 6.14 1 buah pasang rel pintu dorong

6.14.1 Bahan- Rel pintu dorong 1.000 Bh x Rp. 160,330 = Rp. 160,330.00

Jumlah (1) = Rp. 160,330.006.14.2 Tenaga

- Pekerja 0.060 Oh x Rp. 100,000 = Rp. 6,000.00- Tukang Kayu 0.600 Oh x Rp. 130,000 = Rp. 78,000.00- Kepala Tukang 0.060 Oh x Rp. 150,000 = Rp. 9,000.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 93,390.00Jumlah (1) + (2) = Rp. 253,720.00

PKK 6.15 1 buah pasang kunci lemari

6.15.1 Bahan- Kunci lemari 1.000 Bh x Rp. 12,340 = Rp. 12,340.00

Jumlah (1) = Rp. 12,340.006.15.2 Tenaga

- Pekerja 0.025 Oh x Rp. 100,000 = Rp. 2,500.00- Tukang Kayu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala Tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.00125 Oh x Rp. 130,000 = Rp. 162.50

Jumlah (2) = Rp. 38,912.50Jumlah (1) + (2) = Rp. 51,252.50

Page 87: RAB Paving Block

PKK 6.16 1 M² pasang kaca, tebal 3 mm

6.16.1 Bahan- Kaca 1.100 x Rp. 87,120 = Rp. 95,832.00

Jumlah (1) = Rp. 95,832.006.16.2 Tenaga

- Pekerja 0.015 Oh x Rp. 100,000 = Rp. 1,500.00- Tukang Kayu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala Tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.00075 Oh x Rp. 130,000 = Rp. 97.50

Jumlah (2) = Rp. 23,347.50Jumlah (1) + (2) = Rp. 119,179.50

PKK 6.17 1 M² pasang kaca, tebal 5 mm

6.17.1 Bahan- Kaca 1.100 x Rp. 145,200 = Rp. 159,720.00

Jumlah (1) = Rp. 159,720.006.17.2 Tenaga

- Pekerja 0.0155 Oh x Rp. 100,000 = Rp. 1,550.00- Tukang Kayu 0.1550 Oh x Rp. 130,000 = Rp. 20,150.00- Kepala Tukang 0.0155 Oh x Rp. 150,000 = Rp. 2,325.00- Mandor 0.00075 Oh x Rp. 130,000 = Rp. 97.50

Jumlah (2) = Rp. 24,122.50Jumlah (1) + (2) = Rp. 183,842.50

PKK 6.18 1 M² pasang kaca, tebal 8 mm

6.18.1 Bahan- Kaca polos 1.100 x Rp. 232,320 = Rp. 255,552.00

Jumlah (1) = Rp. 255,552.006.18.2 Tenaga

- Pekerja 0.0165 Oh x Rp. 100,000 = Rp. 1,650.00- Tukang Kayu 0.165 Oh x Rp. 130,000 = Rp. 21,450.00- Kepala Tukang 0.0165 Oh x Rp. 150,000 = Rp. 2,475.00- Mandor 0.0008 Oh x Rp. 130,000 = Rp. 104.00

Jumlah (2) = Rp. 25,679.00Jumlah (1) + (2) = Rp. 281,231.00

PKK 6.19 1 M² pasang kaca buram, tebal 5 mm

6.19.1 Bahan - Kaca buram 1.100 x Rp. 111,320 = Rp. 122,452.00- Sealent 0.050 Kg x Rp. 39,330 = Rp. 1,966.50

Jumlah (1) = Rp. 124,418.506.19.2 Tenaga

- Pekerja 0.0155 Oh x Rp. 100,000 = Rp. 1,550.00- Tukang Kayu 0.1550 Oh x Rp. 130,000 = Rp. 20,150.00- Kepala Tukang 0.0155 Oh x Rp. 150,000 = Rp. 2,325.00- Mandor 0.00075 Oh x Rp. 130,000 = Rp. 97.50

Jumlah (2) = Rp. 24,122.50Jumlah (1) + (2) = Rp. 148,541.00

PKK 6.20 1 M² pasang kaca cermin, tebal 5 mm

6.20.1 Bahan- Kaca cermin 1.100 x Rp. 161,700 = Rp. 177,870.00

Jumlah (1) = Rp. 177,870.006.20.2 Tenaga

- Pekerja 0.0155 Oh x Rp. 100,000 = Rp. 1,550.00- Tukang Kayu 0.1550 Oh x Rp. 130,000 = Rp. 20,150.00- Kepala Tukang 0.0155 Oh x Rp. 150,000 = Rp. 2,325.00- Mandor 0.00075 Oh x Rp. 130,000 = Rp. 97.50

Jumlah (2) = Rp. 24,122.50Jumlah (1) + (2) = Rp. 201,992.50

Page 88: RAB Paving Block

PKK 6.21 1 M² pasang kaca cermin, tebal 8 mm

6.21.1 Bahan- Kaca cermin 1.100 x Rp. 258,720 = Rp. 284,592.00

Jumlah (1) = Rp. 284,592.006.21.2 Tenaga

- Pekerja 0.0165 Oh x Rp. 100,000 = Rp. 1,650.00- Tukang Kayu 0.165 Oh x Rp. 130,000 = Rp. 21,450.00- Kepala Tukang 0.0165 Oh x Rp. 150,000 = Rp. 2,475.00- Mandor 0.0008 Oh x Rp. 130,000 = Rp. 104.00

Jumlah (2) = Rp. 25,679.00Jumlah (1) + (2) = Rp. 310,271.00

PKK 6.23 1 M² pasang kaca "wireglass" , tebal 5 mm

6.23.1 Bahan- Kaca wireglass 1.100 x Rp. 151,250 = Rp. 166,375.00

Jumlah (1) = Rp. 166,375.006.23.2 Tenaga

- Pekerja 0.0155 Oh x Rp. 100,000 = Rp. 1,550.00- Tukang Kayu 0.1550 Oh x Rp. 130,000 = Rp. 20,150.00- Kepala Tukang 0.0155 Oh x Rp. 150,000 = Rp. 2,325.00- Mandor 0.00075 Oh x Rp. 130,000 = Rp. 97.50

Jumlah (2) = Rp. 24,122.50Jumlah (1) + (2) = Rp. 190,497.50

PKK 6.24 1 M² pasang kaca patri, tebal 5 mm

6.24.1 Bahan- Kaca patri 1.100 x Rp. 169,400 = Rp. 186,340.00

Jumlah (1) = Rp. 186,340.006.24.2 Tenaga

- Pekerja 0.0250 Oh x Rp. 100,000 = Rp. 2,500.00- Tukang Kayu 0.2500 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala Tukang 0.0250 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.00125 Oh x Rp. 130,000 = Rp. 162.50

Jumlah (2) = Rp. 38,912.50Jumlah (1) + (2) = Rp. 225,252.50

PKK 6.24.A 1 M² pasang kaca Reyben, tebal 5 mm

6.24.1 Bahan- Kaca reyben 1.100 x Rp. 193,120 = Rp. 212,432.00

Jumlah (1) = Rp. 212,432.006.24.2 Tenaga

- Pekerja 0.0155 Oh x Rp. 100,000 = Rp. 1,550.00- Tukang Kayu 0.1550 Oh x Rp. 130,000 = Rp. 20,150.00- Kepala Tukang 0.0155 Oh x Rp. 150,000 = Rp. 2,325.00- Mandor 0.00075 Oh x Rp. 130,000 = Rp. 97.50

Jumlah (2) = Rp. 24,122.50Jumlah (1) + (2) = Rp. 236,554.50

Page 89: RAB Paving Block

ANALISA BIAYA KONTRUKSIPEKERJAAN PENGECATAN

PC 6.1 1M² Mengikis/ mengerok permukaan cat tembok lama

6.1.1 Bahan- Soda api 0.050 Kg x Rp. 12,100 = Rp. 605.00

Jumlah (1) = Rp. 605.006.1.2 Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 15,325.00Jumlah (1) + (2) = Rp. 15,930.00

PC 6.2. 1M² Mencuci bidang permukaan tembok yang pernah di cat

6.2.1 Bahan- Sabun 0.050 Kg x Rp. 10,290 = Rp. 514.50

Jumlah (1) = Rp. 514.506.2.2 Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 15,325.00Jumlah (1) + (2) = Rp. 15,839.50

PC 6.3. 1M² Mengerok karat cat lama permukaan baja dengan cara manual

6.3 .1 Bahan- Sabun 0.050 Kg x Rp. 10,290 = Rp. 514.50

Jumlah (1) = Rp. 514.506.3.2 Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 15,325.00Jumlah (1) + (2) = Rp. 15,839.50

PC 6.4 1M² Menyabun permukaan tembok lama

6.4 .1 Bahan- Sabun 0.050 Kg x Rp. 10,290 = Rp. 514.50

Jumlah (1) = Rp. 514.506.4.2 Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 15,325.00Jumlah (1) + (2) = Rp. 15,839.50

PC 6.6 1M² Mendempul dan menggosok kayu

6.4 .1 Bahan- Dempul jadi 0.080 Kg x Rp. 11,860 = Rp. 948.80- Minyak cat 0.020 Kg x Rp. 11,010 = Rp. 220.20- Amplas 0.100 Lbr x Rp. 1,820 = Rp. 182.00

Jumlah (1) = Rp. 1,351.006.4.2 Tenaga

- Pekerja 0.040 Oh x Rp. 100,000 = Rp. 4,000.00- Tukang cat 0.040 Oh x Rp. 130,000 = Rp. 5,200.00- Kepala tukang 0.040 Oh x Rp. 150,000 = Rp. 6,000.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 15,525.00Jumlah (1) + (2) = Rp. 16,876.00

Page 90: RAB Paving Block

PC 6.7 1M² Pengecatan bidang kayu lama

6.7.1 Bahan- Plamir 0.150 Kg x Rp. 15,730 = Rp. 2,359.50- Minyak Cat 0.170 Kg x Rp. 11,010 = Rp. 1,871.70- Cat Minyak 0.170 Kg x Rp. 35,700 = Rp. 6,069.00

Jumlah (1) = Rp. 10,300.206.7.2 Tenaga

- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang cat 0.075 Oh x Rp. 130,000 = Rp. 9,750.00- Kepala tukang 0.0075 Oh x Rp. 150,000 = Rp. 1,125.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 18,200.00Jumlah (1) + (2) = Rp. 28,500.20

PC 6.8 1M² Pengecatan bidang kayu baru 1 lps plamir, 1 lps cat dasar, 2 lps cat minyak 6.8.1 Bahan

- Cat menie kayu 0.200 Kg x Rp. 20,570 = Rp. 4,114.00- Plamir 0.150 Kg x Rp. 15,730 = Rp. 2,359.50- Cat dasar 0.170 Kg x Rp. 15,730 = Rp. 2,674.10- Cat Minyak 0.260 Kg x Rp. 35,700 = Rp. 9,282.00

Jumlah (1) = Rp. 18,429.606.8.2 Tenaga

- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang cat 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.0090 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 20,375.00Jumlah (1) + (2) = Rp. 38,804.60

PC 6.9 1M² Pengecatan bidang kayu baru 1 lps plamir, 1 lps cat dasar, 3lps cat minyak

6.9.1 Bahan- Cat menie kayu 0.200 Kg x Rp. 20,570 = Rp. 4,114.00- Plamir 0.150 Kg x Rp. 15,730 = Rp. 2,359.50- Minyak Cat 0.170 Kg x Rp. 11,010 = Rp. 1,871.70- Cat Minyak 0.350 Kg x Rp. 35,700 = Rp. 12,495.00

Jumlah (1) = Rp. 20,840.206.9.2 Tenaga

- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang cat 0.105 Oh x Rp. 130,000 = Rp. 13,650.00- Kepala tukang 0.0105 Oh x Rp. 150,000 = Rp. 1,575.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 22,550.00Jumlah (1) + (2) = Rp. 43,390.20

PC 6.11 1M² Peleburan kayu dengan politur

6.11.1 Bahan- Minyak politur 0.150 Kg x Rp. 11,010 = Rp. 1,651.50- Politur Jadi / vernis 0.372 Kg x Rp. 48,280 = Rp. 17,960.16- Amplas 2.000 Kg x Rp. 1,820 = Rp. 3,640.00

Jumlah (1) = Rp. 23,251.666.11.2 Tenaga

- Pekerja 0.040 Oh x Rp. 100,000 = Rp. 4,000.00- Tukang cat 0.060 Oh x Rp. 130,000 = Rp. 7,800.00- Kepala tukang 0.0160 Oh x Rp. 150,000 = Rp. 2,400.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 14,525.00Jumlah (1) + (2) = Rp. 37,776.66

Page 91: RAB Paving Block

PC 6.12 1M² Peleburan kayu dengan residu

6.12.1 Bahan- Residu 0.350 Kg x Rp. 6,530 = Rp. 2,285.50

Jumlah (1) = Rp. 2,285.506.12.2 Tenaga

- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 10,780.00Jumlah (1) + (2) = Rp. 13,065.50

PC 6.13 1M² Peleburan bidang kayu dan vernis

6.13.1 Bahan- Vernis 0.150 Ltr x Rp. 48,280 = Rp. 7,242.00- Dempul 0.050 Kg x Rp. 11,860 = Rp. 593.00- Ampelas 0.100 Lbr x Rp. 1,820 = Rp. 182.00- Kuas 0.010 bh x Rp. 7,870 = Rp. 78.70

Jumlah (1) = Rp. 8,095.706.13.2 Tenaga

- Pekerja 0.160 Oh x Rp. 100,000 = Rp. 16,000.00- Tukang cat 0.160 Oh x Rp. 130,000 = Rp. 20,800.00- Kepala tukang 0.016 Oh x Rp. 150,000 = Rp. 2,400.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 39,525.00Jumlah (1) + (2) = Rp. 47,620.70

PC 6.14 1M² Pengecatan tembok baru ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )

6.14.1 Bahan- Plamir 0.120 Kg x Rp. 15,730 = Rp. 1,887.60- Cat dasar 0.120 Kg x Rp. 15,730 = Rp. 1,887.60- Cat tembok 2 x 0.260 Kg x Rp. 19,360 = Rp. 5,033.60

Jumlah (1) = Rp. 8,808.806.14.2 Tenaga

- Pekerja 0.040 Oh x Rp. 100,000 = Rp. 4,000.00- Tukang cat 0.120 Oh x Rp. 130,000 = Rp. 15,600.00- Kepala tukang 0.0120 Oh x Rp. 150,000 = Rp. 1,800.00- Mandor 0.002 Oh x Rp. 130,000 = Rp. 260.00

Jumlah (2) = Rp. 21,660.00Jumlah (1) + (2) = Rp. 30,468.80

PC 6.15 1M² Pengecatan tembok lama ( 1 lapis cat dasar, 2 lapis cat penutup )

6.15.1 Bahan- Cat dasar 0.120 Kg x Rp. 15,730 = Rp. 1,887.60- Cat tembok 2 x 0.260 Kg x Rp. 19,360 = Rp. 5,033.60

Jumlah (1) = Rp. 6,921.206.15.2 Tenaga

- Pekerja 0.030 Oh x Rp. 100,000 = Rp. 3,000.00- Tukang cat 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.0090 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0015 Oh x Rp. 130,000 = Rp. 195.00

Jumlah (2) = Rp. 16,245.00Jumlah (1) + (2) = Rp. 23,166.20

Page 92: RAB Paving Block

PC 6.19 1M² Pemasangan wall paper

6.19.1 Bahan- wall paper 1.200 x Rp. 30,610 = Rp. 36,732.00- Perekat lem karet 0.200 Kg x Rp. 44,900 = Rp. 8,980.00

Jumlah (1) = Rp. 45,712.006.19.2 Tenaga

- Pekerja 0.020 Oh x Rp. 100,000 = Rp. 2,000.00- Tukang cat 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.002 Oh x Rp. 150,000 = Rp. 300.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 28,625.00Jumlah (1) + (2) = Rp. 74,337.00

PC 6.20 1M² Pengecatan permukaan baja dengan meni besi

6.20.1 Bahan- Meni besi 0.100 Kg x Rp. 25,410 = Rp. 2,541.00- Kuas 0.010 Bh x Rp. 7,870 = Rp. 78.70

Jumlah (1) = Rp. 2,619.706.20.2 Tenaga

- Pekerja 0.020 Oh x Rp. 100,000 = Rp. 2,000.00- Tukang cat 0.020 Oh x Rp. 130,000 = Rp. 2,600.00- Kepala tukang 0.02 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.01 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 8,900.00Jumlah (1) + (2) = Rp. 11,519.70

PC 6.21. 1M² Pengecatan permukaan baja dengan meni besi dan perancah

6.21.1 Bahan- Meni besi 0.100 Kg x Rp. 25,410 = Rp. 2,541.00- Kuas 0.010 Bh x Rp. 7,870 = Rp. 78.70- Peranca kayu 0.002 x Rp. 3,107,500 = Rp. 6,215.00

Jumlah (1) = Rp. 8,834.706.21.2 Tenaga

- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang cat 0.225 Oh x Rp. 130,000 = Rp. 29,250.00- Kepala tukang 0.0225 Oh x Rp. 150,000 = Rp. 3,375.00- Mandor 0.0075 Oh x Rp. 130,000 = Rp. 975.00

Jumlah (2) = Rp. 58,600.00Jumlah (1) + (2) = Rp. 67,434.70

PC 6.23. 1M² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 1 lapis cat konvensional dengan tebal 200 um.

6.23.1 Bahan

- Cat Minyak besi 0.300 Kg x Rp. 39,330 = Rp. 11,799.00 Jumlah (1) = Rp. 11,799.00

6.23.2 Tenaga- Pekerja 0.060 Oh x Rp. 100,000 = Rp. 6,000.00- Tukang cat 0.060 Oh x Rp. 130,000 = Rp. 7,800.00- Kepala tukang 0.1200 Oh x Rp. 150,000 = Rp. 18,000.00

Page 93: RAB Paving Block

- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00Jumlah (2) = Rp. 32,580.00Jumlah (1) + (2) = Rp. 44,379.00

PC 6.24. 1M² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 3 lapis cat konvensional dengan tebal 200 um.

6.24.1 Bahan- Cat dasar 0.110 Kg x Rp. 15,730 = Rp. 1,730.30- Cat menie besi 0.170 Kg x Rp. 25,410 = Rp. 4,319.70- Cat minyak besi 0.080 Kg x Rp. 39,330 = Rp. 3,146.40

Jumlah (1) = Rp. 9,196.406.24.2 Tenaga

- Pekerja 0.500 Oh x Rp. 100,000 = Rp. 50,000.00- Tukang cat 0.800 Oh x Rp. 130,000 = Rp. 104,000.00- Kepala tukang 0.300 Oh x Rp. 150,000 = Rp. 45,000.00- Mandor 0.200 Oh x Rp. 130,000 = Rp. 26,000.00

Jumlah (2) = Rp. 225,000.00Jumlah (1) + (2) = Rp. 234,196.40

PC 6.25. 1M² Pengecatan permukaan baja lapis seng (galbani) secara semprot(airless spray) dengan sistem 1 lapis cat konvensional dengan tebal 200 um.

6.25.1 Bahan- Cat dasar 0.300 Kg x Rp. 15,730 = Rp. 4,719.00

Jumlah (1) = Rp. 4,719.006.25.2 Tenaga

- Pekerja 0.400 Oh x Rp. 100,000 = Rp. 40,000.00- Tukang cat 0.700 Oh x Rp. 130,000 = Rp. 91,000.00- Kepala tukang 0.200 Oh x Rp. 150,000 = Rp. 30,000.00- Mandor 0.200 Oh x Rp. 130,000 = Rp. 26,000.00

Jumlah (2) = Rp. 187,000.00Jumlah (1) + (2) = Rp. 191,719.00

Page 94: RAB Paving Block

ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI

PS 6.1. Memasang 1 buah kloset duduk/monoblok

6.1.1. Bahan- Klosed duduk/monoblok 1.000 Bh x Rp. 1,931,600 = Rp. 1,931,600.00- Perlengkapan 6% harga klosed x Rp. 1,931,600 = Rp. 115,896.00

Jumlah (1) = Rp. 2,047,496.006.1.2. Tenaga

- Pekerja 3.300 Oh x Rp. 100,000 = Rp. 330,000.00- Tukang batu 1.500 Oh x Rp. 130,000 = Rp. 195,000.00- Kepala tukang 0.150 Oh x Rp. 150,000 = Rp. 22,500.00- Mandor 0.160 Oh x Rp. 130,000 = Rp. 20,800.00

Jumlah (2) = Rp. 568,300.00Jumlah (1) +(2) = Rp. 2,615,796.00

PS 6.2. Memasang 1 buah kloset jongkok porselen

6.2.1. Bahan- Klosed jongkok porselin 1.000 Bh x Rp. 225,280 = Rp. 225,280.00- Semen portland 6.000 Kg x Rp. 1,300 = Rp. 7,800.00- Pasir pasang 0.010 x Rp. 76,500 = Rp. 765.00

Jumlah (1) = Rp. 233,845.006.2.2. Tenaga

- Pekerja 1.100 Oh x Rp. 100,000 = Rp. 110,000.00- Tukang batu 1.500 Oh x Rp. 130,000 = Rp. 195,000.00- Kepala tukang 0.150 Oh x Rp. 150,000 = Rp. 22,500.00- Mandor 0.110 Oh x Rp. 130,000 = Rp. 14,300.00

Jumlah (2) = Rp. 341,800.00Jumlah (1) +(2) = Rp. 575,645.00

PS 6.3. Memasang 1 buah kloset jongkok teraso

6.3.1. Bahan- Klosed jongkok teraso 1.000 Bh x Rp. 526,350 = Rp. 526,350.00- Bata merah 5x10x20 cm 7.000 Bh x Rp. 610 = Rp. 4,270.00- Semen portland 6.000 Kg x Rp. 1,300 = Rp. 7,800.00- Pasir pasang 0.010 x Rp. 76,500 = Rp. 765.00

Jumlah (1) = Rp. 539,185.006.3.2. Tenaga

- Pekerja 1.000 Oh x Rp. 100,000 = Rp. 100,000.00- Tukang batu 1.500 Oh x Rp. 130,000 = Rp. 195,000.00- Kepala tukang 0.150 Oh x Rp. 150,000 = Rp. 22,500.00- Mandor 0.100 Oh x Rp. 130,000 = Rp. 13,000.00

Jumlah (2) = Rp. 330,500.00Jumlah (1) +(2) = Rp. 869,685.00

Page 95: RAB Paving Block

PS 6.4 Memasang 1 buah urinoir

6.4.1. Bahan- Urinoir 1.000 Bh x Rp. 557,480 = Rp. 557,480.00- Perlengkapan 15% harga urinoir x Rp. 557,480 = Rp. 83,622.00- Semen portland 6.000 Kg x Rp. 1,300 = Rp. 7,800.00- Pasir pasang 0.010 x Rp. 76,500 = Rp. 765.00

Jumlah (1) = Rp. 649,667.006.4.2. Tenaga

- Pekerja 1.000 Oh x Rp. 100,000 = Rp. 100,000.00- Tukang batu 1.000 Oh x Rp. 130,000 = Rp. 130,000.00- Kepala tukang 0.100 Oh x Rp. 150,000 = Rp. 15,000.00- Mandor 0.100 Oh x Rp. 130,000 = Rp. 13,000.00

Jumlah (2) = Rp. 258,000.00Jumlah (1) +(2) = Rp. 907,667.00

PS 6.5 Memasang 1 buah wastafel

6.5.1. Bahan- Wastafel 1.000 Bh x Rp. 526,350 = Rp. 526,350.00- Perlengkapan 12% harga wastafel x Rp. 526,350 = Rp. 63,162.00- Semen portland 6.000 Kg x Rp. 1,300 = Rp. 7,800.00- Pasir pasang 0.010 x Rp. 76,500 = Rp. 765.00

Jumlah (1) = Rp. 598,077.006.5.2. Tenaga

- Pekerja 1.200 Oh x Rp. 100,000 = Rp. 120,000.00- Tukang batu 1.450 Oh x Rp. 130,000 = Rp. 188,500.00- Kepala tukang 0.150 Oh x Rp. 150,000 = Rp. 22,500.00- Mandor 0.100 Oh x Rp. 130,000 = Rp. 13,000.00

Jumlah (2) = Rp. 344,000.00Jumlah (1) +(2) = Rp. 942,077.00

PS 6.6. Memasang 1 buah bak mandi teraso volume 0,30 m³

6.6.1. Bahan- Bak teraso 1.000 Bh x Rp. 181,500 = Rp. 181,500.00- Semen portland 6.000 Kg x Rp. 1,300 = Rp. 7,800.00- Pasir pasang 0.010 x Rp. 76,500 = Rp. 765.00

Jumlah (1) = Rp. 190,065.006.6.2. Tenaga

- Pekerja 2.100 Oh x Rp. 100,000 = Rp. 210,000.00- Tukang batu 0.750 Oh x Rp. 130,000 = Rp. 97,500.00- Kepala tukang 0.075 Oh x Rp. 150,000 = Rp. 11,250.00- Mandor 0.110 Oh x Rp. 130,000 = Rp. 14,300.00

Jumlah (2) = Rp. 333,050.00Jumlah (1) +(2) = Rp. 523,115.00

Page 96: RAB Paving Block

PS 6.7. Memasang 1 buah bak mandi fibreglass volume 0,30 m³

6.7.1. Bahan- Bak fibreglass 1.000 Bh x Rp. 181,500 = Rp. 181,500.00- Perlengkapan 18% Harga bak x Rp. 181,500 = Rp. 32,670.00

Jumlah (1) = Rp. 214,170.006.7.2. Tenaga

- Pembantu tukang 1.800 Oh x Rp. 100,000 = Rp. 180,000.00- Tukang batu 0.540 Oh x Rp. 130,000 = Rp. 70,200.00- Kepala tukang 0.054 Oh x Rp. 150,000 = Rp. 8,100.00- Mandor 0.110 Oh x Rp. 130,000 = Rp. 14,300.00

Jumlah (2) = Rp. 272,600.00Jumlah (1) +(2) = Rp. 486,770.00

0.35129

PS 6.8. Memasang 1 buah bak mandi batu bata volume 0,30 m³

6.8.1. Bahan- Batu bata 44.000 x Rp. 720 = Rp. 31,680.00- Semen portland 120.000 Kg x Rp. 1,300 = Rp. 156,000.00- Pasir pasang 0.300 x Rp. 76,500 = Rp. 22,950.00- Porselin (11x11) cm 360.000 Bh x Rp. 145 = Rp. 52,200.00- Semen putih 6.000 Kg x Rp. 2,500 = Rp. 15,000.00

Jumlah (1) = Rp. 277,830.006.8.2. Tenaga

- Pekerja 3.000 Oh x Rp. 100,000 = Rp. 300,000.00- Tukang batu 3.000 Oh x Rp. 130,000 = Rp. 390,000.00- Kepala tukang 0.300 Oh x Rp. 150,000 = Rp. 45,000.00- Mandor 0.300 Oh x Rp. 130,000 = Rp. 39,000.00

Jumlah (2) = Rp. 774,000.00Jumlah (1) +(2) = Rp. 1,051,830.00

PS 6.9. Memasang 1 buah badkip porselin

6.9.1. Bahan- Badkip 1.000 Bh x Rp. 3,025,000 = Rp. 3,025,000.00- Perlengkapan 20% Harga badkip x Rp. 3,025,000 = Rp. 605,000.00

Jumlah (1) = Rp. 3,630,000.006.9.2. Tenaga

- Pekerja 2.500 Oh x Rp. 100,000 = Rp. 250,000.00- Tukang batu 0.750 Oh x Rp. 130,000 = Rp. 97,500.00- Kepala tukang 0.075 Oh x Rp. 150,000 = Rp. 11,250.00- Mandor 0.250 Oh x Rp. 130,000 = Rp. 32,500.00

Jumlah (2) = Rp. 391,250.00Jumlah (1) +(2) = Rp. 4,021,250.00

Page 97: RAB Paving Block

PS 6.10. Memasang 1 buah bak mandi beton volume 1 m³ air

6.10.1 Bahan- 0.900 x Rp. 12,500 = Rp. 11,250.00- Besi beton 180.000 Kg x Rp. 14,410 = Rp. 2,593,800.00- Kayu cetakan 0.096 x Rp. 3,107,500 = Rp. 298,320.00- Ubin porselin 420.000 x Rp. 145 = Rp. 60,900.00- Perlengkapan 10% Hrg total bahan x Rp. 2,964,270 = Rp. 296,427.00

Jumlah (1) = Rp. 3,260,697.00

6.10.2 Tenaga- Pekerja 3.500 Oh x Rp. 100,000 = Rp. 350,000.00- Tukang batu 4.500 Oh x Rp. 130,000 = Rp. 585,000.00- Kepala tukang 0.900 Oh x Rp. 150,000 = Rp. 135,000.00- Mandor 0.900 Oh x Rp. 130,000 = Rp. 117,000.00

Jumlah (2) = Rp. 1,187,000.00Jumlah (1) +(2) = Rp. 4,447,697.00

PS 6.11. Memasang 1 buah bak fibreglass volume 1 m³ air

6.11.1 Bahan- Bak fibreglass 1.000 Bh x Rp. 181,500 = Rp. 181,500.00- Perlengkapan 12% Harga bak x Rp. 181,500 = Rp. 21,780.00

Jumlah (1) = Rp. 203,280.006.11.2 Tenaga

- Pekerja 3.000 Oh x Rp. 100,000 = Rp. 300,000.00- Tukang batu 4.500 Oh x Rp. 130,000 = Rp. 585,000.00- Kepala tukang 0.900 Oh x Rp. 150,000 = Rp. 135,000.00- Mandor 0.900 Oh x Rp. 130,000 = Rp. 117,000.00

Jumlah (2) = Rp. 1,137,000.00Jumlah (1) +(2) = Rp. 1,340,280.00

PS 6.15. Memasang 1 m' pipa beton, diameter 30 cm - 100 cm

6.15.1 Bahan- Pipa beton 1.100 Bh x Rp. 56,270 = Rp. 61,897.00- Batu bata 55.000 Bh x Rp. 720 = Rp. 39,600.00- Semen portland 10.300 Kg x Rp. 1,300 = Rp. 13,390.00- Pasir pasang 0.061 x Rp. 76,500 = Rp. 4,666.50- Pasir urug 0.069 x Rp. 64,400 = Rp. 4,443.60

Jumlah (1) = Rp. 123,997.106.15.2 Tenaga

- Pekerja 0.380 Oh x Rp. 100,000 = Rp. 38,000.00- Tukang batu 0.190 Oh x Rp. 130,000 = Rp. 24,700.00- Kepala tukang 0.019 Oh x Rp. 150,000 = Rp. 2,850.00- Mandor 0.019 Oh x Rp. 130,000 = Rp. 2,470.00

Jumlah (2) = Rp. 68,020.00Jumlah (1) +(2) = Rp. 192,017.10

Beton 1 : 1 ½ : 2½ M³

M³M²

M³M³

Page 98: RAB Paving Block

PS 6.16. Memasang 1 buah bak kontrol pasangan batu bata ukuran (30 x 30) cmtinggi 35 cm

6.16.1 Bahan- Batu bata 145.000 Bh x Rp. 720 = Rp. 104,400.00- Semen portland 44.000 Kg x Rp. 1,300 = Rp. 57,200.00- Pasir pasang 0.070 x Rp. 76,500 = Rp. 5,355.00- Batu kerikil 0.070 M³ x Rp. 185,900 = Rp. 13,013.00- Besi beton 1.600 Kg x Rp. 14,410 = Rp. 23,056.00- Pasir beton 0.060 x Rp. 87,800 = Rp. 5,268.00

Jumlah (1) = Rp. 208,292.006.16.2 Tenaga

- Pekerja 3.200 Oh x Rp. 100,000 = Rp. 320,000.00- Tukang batu 1.015 Oh x Rp. 130,000 = Rp. 131,950.00- Kepala tukang 0.0015 Oh x Rp. 150,000 = Rp. 225.00- Mandor 0.016 Oh x Rp. 130,000 = Rp. 2,080.00

Jumlah (2) = Rp. 454,255.00Jumlah (1) +(2) = Rp. 662,547.00

PS 6.17. Memasang 1 buah bak kontrol pasangan batu bata ukuran (45 x 45) cmtinggi 50 cm

6.17.1 Bahan- Batu bata 250.000 Bh x Rp. 720 = Rp. 180,000.00- Semen portland 77.000 Kg x Rp. 1,300 = Rp. 100,100.00- Pasir pasang 0.130 x Rp. 76,500 = Rp. 9,945.00- Batu kerikil 0.020 M³ x Rp. 185,900 = Rp. 3,718.00- Besi beton 2.600 Kg x Rp. 14,410 = Rp. 37,466.00- Pasir beton 0.090 x Rp. 87,800 = Rp. 7,902.00

Jumlah (1) = Rp. 339,131.006.17.2 Tenaga

- Pekerja 1.420 Oh x Rp. 100,000 = Rp. 142,000.00- Tukang batu 0.473 Oh x Rp. 130,000 = Rp. 61,490.00- Kepala tukang 0.047 Oh x Rp. 150,000 = Rp. 7,050.00- Mandor 0.071 Oh x Rp. 130,000 = Rp. 9,230.00

Jumlah (2) = Rp. 219,770.00Jumlah (1) +(2) = Rp. 558,901.00

PS 6.18. Memasang 1 buah bak kontrol pasangan batu bata ukuran (60 x 60) cmtinggi 65 cm

6.18.1 Bahan- Batu bata 371.000 Bh x Rp. 720 = Rp. 267,120.00- Semen portland 114.000 Kg x Rp. 1,300 = Rp. 148,200.00- Pasir pasang 0.184 x Rp. 76,500 = Rp. 14,076.00- Batu koral 0.033 M³ x Rp. 185,900 = Rp. 6,134.70- Besi beton 4.850 Kg x Rp. 14,410 = Rp. 69,888.50- Pasir beton 0.120 x Rp. 87,800 = Rp. 10,536.00

Jumlah (1) = Rp. 515,955.206.18.2 Tenaga

- Pekerja 2.160 Oh x Rp. 100,000 = Rp. 216,000.00- Tukang batu 0.720 Oh x Rp. 130,000 = Rp. 93,600.00- Kepala tukang 0.072 Oh x Rp. 150,000 = Rp. 10,800.00- Mandor 0.108 Oh x Rp. 130,000 = Rp. 14,040.00- Tukang gali 0.100 Oh x Rp. 100,000 = Rp. 10,000.00

Jumlah (2) = Rp. 344,440.00

Page 99: RAB Paving Block

Jumlah (1) +(2) = Rp. 860,395.20

Page 100: RAB Paving Block

PS 6.19. Memasang 1 m' pipa galvanis diameter ½"

6.19.1 Bahan- Pipa galvanis 1.200 x Rp. 14,770 = Rp. 17,724.00- Perlengkapan 35% harga pipa x Rp. 14,770 = Rp. 5,169.50

Jumlah (1) = Rp. 22,893.50

6.19.2 Tenaga- Pekerja 0.054 Oh x Rp. 100,000 = Rp. 5,400.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.027 Oh x Rp. 130,000 = Rp. 3,510.00

Jumlah (2) = Rp. 21,960.00Jumlah (1) +(2) = Rp. 44,853.50

PS 6.20. Memasang 1 m' pipa galvanis diameter 3/4"

6.20.1 Bahan- Pipa galvanis 1.200 x Rp. 20,140 = Rp. 24,168.00- Perlengkapan 35% harga pipa x Rp. 20,140 = Rp. 7,049.00

Jumlah (1) = Rp. 31,217.006.20.2 Tenaga

- Pekerja 0.054 Oh x Rp. 100,000 = Rp. 5,400.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.027 Oh x Rp. 130,000 = Rp. 3,510.00

Jumlah (2) = Rp. 21,960.00Jumlah (1) +(2) = Rp. 53,177.00

PS 6.21. Memasang 1 m' pipa galvanis diameter 1"

6.21.1 Bahan- Pipa galvanis 1.200 x Rp. 29,520 = Rp. 35,424.00- Perlengkapan 35% harga pipa x Rp. 29,520 = Rp. 10,332.00

Jumlah (1) = Rp. 45,756.006.21.2 Tenaga

- Pekerja 0.054 Oh x Rp. 100,000 = Rp. 5,400.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.027 Oh x Rp. 130,000 = Rp. 3,510.00

Jumlah (2) = Rp. 21,960.00Jumlah (1) +(2) = Rp. 67,716.00

PS 6.22. Memasang 1 m' pipa galvanis diameter 1 ½"

6.22.1 Bahan- Pipa galvanis 1.200 x Rp. 37,580 = Rp. 45,096.00- Perlengkapan 35% harga pipa x Rp. 37,580 = Rp. 13,153.00

Jumlah (1) = Rp. 58,249.006.22.2 Tenaga

- Pekerja 0.108 Oh x Rp. 100,000 = Rp. 10,800.00- Tukang batu 0.180 Oh x Rp. 130,000 = Rp. 23,400.00- Kepala tukang 0.018 Oh x Rp. 150,000 = Rp. 2,700.00- Mandor 0.0054 Oh x Rp. 130,000 = Rp. 702.00

Jumlah (2) = Rp. 37,602.00

Page 101: RAB Paving Block

Jumlah (1) +(2) = Rp. 95,851.00

Page 102: RAB Paving Block

PS 6.23. Memasang 1 m' pipa galvanis diameter 2"

6.23.1 Bahan- Pipa galvanis 1.200 x Rp. 47,600 = Rp. 57,120.00- Perlengkapan 35% harga pipa x Rp. 47,600 = Rp. 16,660.00

Jumlah (1) = Rp. 73,780.006.23.2 Tenaga

- Pekerja 0.108 Oh x Rp. 100,000 = Rp. 10,800.00- Tukang batu 0.180 Oh x Rp. 130,000 = Rp. 23,400.00- Kepala tukang 0.018 Oh x Rp. 150,000 = Rp. 2,700.00- Mandor 0.0054 Oh x Rp. 130,000 = Rp. 702.00

Jumlah (2) = Rp. 37,602.00Jumlah (1) +(2) = Rp. 111,382.00

PS 6.24. Memasang 1 m' pipa galvanis diameter 3"

6.24.1 Bahan- Pipa galvanis 1.200 x Rp. 52,440 = Rp. 62,928.00- Perlengkapan 35% harga pipa x Rp. 52,440 = Rp. 18,354.00

Jumlah (1) = Rp. 81,282.006.24.2 Tenaga

- Pekerja 0.135 Oh x Rp. 100,000 = Rp. 13,500.00- Tukang batu 0.225 Oh x Rp. 130,000 = Rp. 29,250.00- Kepala tukang 0.0225 Oh x Rp. 150,000 = Rp. 3,375.00- Mandor 0.0068 Oh x Rp. 130,000 = Rp. 884.00

Jumlah (2) = Rp. 47,009.00Jumlah (1) +(2) = Rp. 128,291.00

PS 6.25. Memasang 1 m' pipa PVC tipe AW diameter ½"

6.25.1 Bahan- Pipa PVC 1.200 x Rp. 5,540 = Rp. 6,648.00- Perlengkapan 35% harga pipa x Rp. 5,540 = Rp. 1,939.00

Jumlah (1) = Rp. 8,587.006.25.2 Tenaga

- Pekerja 0.036 Oh x Rp. 100,000 = Rp. 3,600.00- Tukang batu 0.060 Oh x Rp. 130,000 = Rp. 7,800.00- Kepala tukang 0.006 Oh x Rp. 150,000 = Rp. 900.00- Mandor 0.0018 Oh x Rp. 130,000 = Rp. 234.00

Jumlah (2) = Rp. 12,534.00Jumlah (1) +(2) = Rp. 21,121.00

PS 6.26.

6.26.1 Bahan- Pipa PVC 1.200 x Rp. 7,440 = Rp. 8,928.00- Perlengkapan 35% harga pipa x Rp. 7,440 = Rp. 2,604.00

Jumlah (1) = Rp. 11,532.006.26.2 Tenaga

- Pekerja 0.036 Oh x Rp. 100,000 = Rp. 3,600.00- Tukang batu 0.060 Oh x Rp. 130,000 = Rp. 7,800.00- Kepala tukang 0.006 Oh x Rp. 150,000 = Rp. 900.00- Mandor 0.0018 Oh x Rp. 130,000 = Rp. 234.00

Memasang 1 m' pipa PVC tipe AW diameter ¾"

Page 103: RAB Paving Block

Jumlah (2) = Rp. 12,534.00Jumlah (1) +(2) = Rp. 24,066.00

Page 104: RAB Paving Block

PS 6.27. Memasang 1 m' pipa PVC tipe AW diameter 1"

6.27.1 Bahan- Pipa PVC 1.200 x Rp. 13,620 = Rp. 16,344.00- Perlengkapan 35% harga pipa x Rp. 13,620 = Rp. 4,767.00

Jumlah (1) = Rp. 21,111.006.27.2 Tenaga

- Pekerja 0.036 Oh x Rp. 100,000 = Rp. 3,600.00- Tukang batu 0.060 Oh x Rp. 130,000 = Rp. 7,800.00- Kepala tukang 0.006 Oh x Rp. 150,000 = Rp. 900.00- Mandor 0.0018 Oh x Rp. 130,000 = Rp. 234.00

Jumlah (2) = Rp. 12,534.00Jumlah (1) +(2) = Rp. 33,645.00

PS 6.28. Memasang 1 m' pipa PVC tipe AW diameter 1 ½"6.28.1 Bahan

- Pipa PVC 1.200 x Rp. 19,670 = Rp. 23,604.00- Perlengkapan 35% harga pipa x Rp. 19,670 = Rp. 6,884.50

Jumlah (1) = Rp. 30,488.506.28.2 Tenaga

- Pekerja 0.036 Oh x Rp. 100,000 = Rp. 3,600.00- Tukang batu 0.060 Oh x Rp. 130,000 = Rp. 7,800.00- Kepala tukang 0.006 Oh x Rp. 150,000 = Rp. 900.00- Mandor 0.0018 Oh x Rp. 130,000 = Rp. 234.00

Jumlah (2) = Rp. 12,534.00Jumlah (1) +(2) = Rp. 43,022.50

PS 6.29. Memasang 1 m' pipa PVC tipe AW diameter 2"

6.29.1 Bahan- Pipa PVC 1.200 x Rp. 23,190 = Rp. 27,828.00- Perlengkapan 35% harga pipa x Rp. 23,190 = Rp. 8,116.50

Jumlah (1) = Rp. 35,944.506.29.2 Tenaga

- Pekerja 0.054 Oh x Rp. 100,000 = Rp. 5,400.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0027 Oh x Rp. 130,000 = Rp. 351.00

Jumlah (2) = Rp. 18,801.00Jumlah (1) +(2) = Rp. 54,745.50

PS 6.30. Memasang 1 m' pipa PVC tipe AW diameter 2 ½"

6.30.1 Bahan- Pipa PVC 1.200 x Rp. 26,620 = Rp. 31,944.00- Perlengkapan 35% harga pipa x Rp. 26,620 = Rp. 9,317.00

Jumlah (1) = Rp. 41,261.006.30.2 Tenaga

- Pekerja 0.036 Oh x Rp. 100,000 = Rp. 3,600.00- Tukang batu 0.060 Oh x Rp. 130,000 = Rp. 7,800.00- Kepala tukang 0.006 Oh x Rp. 150,000 = Rp. 900.00- Mandor 0.0018 Oh x Rp. 130,000 = Rp. 234.00

Jumlah (2) = Rp. 12,534.00Jumlah (1) +(2) = Rp. 53,795.00

Page 105: RAB Paving Block

PS 6.31. Memasang 1 m' pipa PVC tipe AW diameter 3"

6.31.1 Bahan- Pipa PVC 1.200 x Rp. 29,840 = Rp. 35,808.00- Perlengkapan 35% harga pipa x Rp. 29,840 = Rp. 10,444.00

Jumlah (1) = Rp. 46,252.006.31.2 Tenaga

- Pekerja 0.081 Oh x Rp. 100,000 = Rp. 8,100.00- Tukang batu 0.135 Oh x Rp. 130,000 = Rp. 17,550.00- Kepala tukang 0.0135 Oh x Rp. 150,000 = Rp. 2,025.00- Mandor 0.0041 Oh x Rp. 130,000 = Rp. 533.00

Jumlah (2) = Rp. 28,208.00Jumlah (1) +(2) = Rp. 74,460.00

PS 6.32. Memasang 1 m' pipa PVC tipe AW diameter 4"6.32.1 Bahan

- Pipa PVC 1.200 x Rp. 49,920 = Rp. 59,904.00- Perlengkapan 35% harga pipa x Rp. 49,920 = Rp. 17,472.00

Jumlah (1) = Rp. 77,376.006.32.2 Tenaga

- Pekerja 0.081 Oh x Rp. 100,000 = Rp. 8,100.00- Tukang batu 0.135 Oh x Rp. 130,000 = Rp. 17,550.00- Kepala tukang 0.0135 Oh x Rp. 150,000 = Rp. 2,025.00- Mandor 0.0041 Oh x Rp. 130,000 = Rp. 533.00

Jumlah (2) = Rp. 28,208.00Jumlah (1) +(2) = Rp. 105,584.00

PS 6.33. Memasang 1 bh bak cuci piring stainles steel6.33.1 Bahan

- Bak cuci stainless steel 1.000 Bh x Rp. 466,700 = Rp. 466,700.00- Water drain asesories 1.000 Set x Rp. 15,000 = Rp. 15,000.00

Jumlah (1) = Rp. 481,700.006.33.2 Tenaga

- Pekerja 0.030 Oh x Rp. 100,000 = Rp. 3,000.00- Tukang batu 0.300 Oh x Rp. 130,000 = Rp. 39,000.00- Kepala tukang 0.030 Oh x Rp. 150,000 = Rp. 4,500.00- Mandor 0.0015 Oh x Rp. 130,000 = Rp. 195.00

Jumlah (2) = Rp. 46,695.00Jumlah (1) +(2) = Rp. 528,395.00

PS 6.34. Memasang 1 bh bak cuci piring teraso

6.34.1 Bahan- Bak cuci teraso 1.000 Bh x Rp. 272,250 = Rp. 272,250.00- Water drain + asesories 1.000 Bh x Rp. 15,000 = Rp. 15,000.00- Semen portland 20.000 Kg x Rp. 1,300 = Rp. 26,000.00

- Pasir 0.050 M³ x Rp. 76,500 = Rp. 3,825.00Jumlah (1) = Rp. 317,075.00

6.34.2 Tenaga- Pekerja 0.050 Oh x Rp. 100,000 = Rp. 5,000.00- Tukang batu 0.500 Oh x Rp. 130,000 = Rp. 65,000.00- Kepala tukang 0.050 Oh x Rp. 150,000 = Rp. 7,500.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00

Jumlah (2) = Rp. 77,825.00Jumlah (1) +(2) = Rp. 394,900.00

Page 106: RAB Paving Block

PS 6.35.

6.35.1 Bahan- Kran air 1.000 Bh x Rp. 27,350 = Rp. 27,350.00- Seal tape 0.025 Bh x Rp. 92,570 = Rp. 2,314.25

Jumlah (1) = Rp. 29,664.25

6.35.2 Tenaga- Pekerja 0.010 Oh x Rp. 100,000 = Rp. 1,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00

Jumlah (2) 16,150.00Jumlah (1) +(2) 45,814.25

PS 6.36. Memasang 1 bh Floor drain

6.36.1 Bahan- Floor drain 1.000 Bh x Rp. 15,000 = Rp. 15,000.00

Jumlah (1) = Rp. 15,000.00

6.36.2 Tenaga- Pekerja 0.010 Oh x Rp. 100,000 = Rp. 1,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00

Jumlah (2) 16,150.00Jumlah (1) +(2) 31,150.00

Memasang 1 bh kran diameter ¾" atau ½"

Page 107: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN BESI DAN ALUMINIUM

PBA 6.1 1 Kg Pasang rangka atap baja

6.1.1 Bahan- Besi profil WF 1.100 Kg x Rp. 15,950 = Rp. 17,545.00- Meni besi 0.080 Kg x Rp. 25,410 = Rp. 2,032.80

Jumlah (1) = Rp. 19,577.806.1.2. Tenaga

- Tukang besi 0.006 Oh x Rp. 130,000 = Rp. 780.00- Pekerja 0.060 Oh x Rp. 100,000 = Rp. 6,000.00- Kepala tukang 0.006 Oh x Rp. 150,000 = Rp. 900.00- Mandor 0.0003 Oh x Rp. 130,000 = Rp. 39.00

Jumlah (2) = Rp. 7,719.00Jumlah (1) +(2) = Rp. 27,296.80

PBA 6.2 1 M² Pasang pintu besi baja

6.2.1 Bahan- Pintu besi baja 1.000 x Rp. 816,750 = Rp. 816,750.00

Jumlah (1) = Rp. 816,750.006.2.2. Tenaga

- Tukang besi konstruksi 0.650 Oh x Rp. 130,000 = Rp. 84,500.00- Pekerja 0.650 Oh x Rp. 100,000 = Rp. 65,000.00- Kepala tukang 0.065 Oh x Rp. 150,000 = Rp. 9,750.00- Mandor 0.032 Oh x Rp. 130,000 = Rp. 4,160.00

Jumlah (2) = Rp. 163,410.00Jumlah (1) +(2) = Rp. 980,160.00

PBA 6.3 1 M² Pasang jendela besi

6.3.1 Bahan- Jendela besi 1.000 x Rp. 347,270 = Rp. 347,270.00

Jumlah (1) = Rp. 347,270.006.3.2. Tenaga

- Tukang besi konstruksi 1.050 Oh x Rp. 130,000 = Rp. 136,500.00- Pekerja 1.050 Oh x Rp. 100,000 = Rp. 105,000.00- Kepala tukang 0.105 Oh x Rp. 150,000 = Rp. 15,750.00- Mandor 0.00525 Oh x Rp. 130,000 = Rp. 682.50

Jumlah (2) = Rp. 257,932.50Jumlah (1) +(2) = Rp. 605,202.50

PBA 6.5 1 M² Pasang pintu gulung besi

6.5.1 Bahan- Pintu gulung besi 1.000 x Rp. 828,850 = Rp. 828,850.00

Jumlah (1) = Rp. 828,850.006.5.2. Tenaga

- Tukang besi konstruksi 1.200 Oh x Rp. 130,000 = Rp. 156,000.00- Pekerja 1.200 Oh x Rp. 100,000 = Rp. 120,000.00- Kepala tukang 0.120 Oh x Rp. 150,000 = Rp. 18,000.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00

Jumlah (2) = Rp. 294,780.00Jumlah (1) +(2) = Rp. 1,123,630.00

PBA 6.6 1 M² Pasang pintu lipat

6.6.1 Bahan- Pintu lipat 1.000 x Rp. 837,320 = Rp. 837,320.00

Jumlah (1) = Rp. 837,320.006.6.2. Tenaga

- Tukang besi konstruksi 1.050 Oh x Rp. 130,000 = Rp. 136,500.00- Pekerja 1.050 Oh x Rp. 100,000 = Rp. 105,000.00- Kepala tukang 0.105 Oh x Rp. 150,000 = Rp. 15,750.00- Mandor 0.0052 Oh x Rp. 130,000 = Rp. 676.00

Jumlah (2) = Rp. 257,926.00Jumlah (1) +(2) = Rp. 1,095,246.00

Page 108: RAB Paving Block

PBA 6.7 1 M² Pasang pintu Sunscreen alluminium

6.7.1 Bahan- Sunscreen alluminium 1.000 x Rp. 287,380 = Rp. 287,380.00

Jumlah (1) = Rp. 287,380.006.7.2. Tenaga

- Tukang besi konstruksi 0.800 Oh x Rp. 130,000 = Rp. 104,000.00- Pekerja 0.080 Oh x Rp. 100,000 = Rp. 8,000.00- Kepala tukang 0.080 Oh x Rp. 150,000 = Rp. 12,000.00- Mandor 0.004 Oh x Rp. 130,000 = Rp. 520.00

Jumlah (2) = Rp. 124,520.00Jumlah (1) +(2) = Rp. 411,900.00

PBA 6.8 1 M² Pasang Rolling door

6.8.1 Bahan- Roll door 1.000 x Rp. 465,850 = Rp. 465,850.00

Jumlah (1) = Rp. 465,850.006.8.2. Tenaga

- Tukang besi konstruksi 1.500 Oh x Rp. 130,000 = Rp. 195,000.00- Pekerja 1.050 Oh x Rp. 100,000 = Rp. 105,000.00- Kepala tukang 0.105 Oh x Rp. 150,000 = Rp. 15,750.00- Mandor 0.0052 Oh x Rp. 130,000 = Rp. 676.00

Jumlah (2) = Rp. 316,426.00Jumlah (1) +(2) = Rp. 782,276.00

PBA 6.9 1 M² Pasang pintu alluminium

6.9.1 Bahan- Pintu alluminium 1.000 x Rp. 405,350 = Rp. 405,350.00

Jumlah (1) = Rp. 405,350.00

6.9.2. Tenaga- Tukang besi konstruksi 1.050 Oh x Rp. 130,000 = Rp. 136,500.00- Pekerja 1.050 Oh x Rp. 100,000 = Rp. 105,000.00- Kepala tukang 0.105 Oh x Rp. 150,000 = Rp. 15,750.00- Mandor 0.0052 Oh x Rp. 130,000 = Rp. 676.00

Jumlah (2) = Rp. 257,926.00Jumlah (1) +(2) = Rp. 663,276.00

PBA 6.10 1 M² Pasang Venetions blinds

6.10.1 Bahan- Venetions blinds 1.000 x Rp. 163,350 = Rp. 163,350.00

Jumlah (1) = Rp. 163,350.00

6.10.2. Tenaga- Tukang kayu 0.350 Oh x Rp. 61,775 = Rp. 21,621.25- Pekerja 0.350 Oh x Rp. 100,000 = Rp. 35,000.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.00175 Oh x Rp. 130,000 = Rp. 227.50

Jumlah (2) = Rp. 62,098.75Jumlah (1) +(2) = Rp. 225,448.75

PBA 6.11 1 M² Pasang Vertikals blinds

6.11.1 Bahan- Vertikals blinds 1.000 x Rp. 175,450 = Rp. 175,450.00

Jumlah (1) = Rp. 175,450.00

6.11.2. Tenaga- Tukang kayu 0.350 Oh x Rp. 61,775 = Rp. 21,621.25- Pekerja 0.350 Oh x Rp. 100,000 = Rp. 35,000.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.00175 Oh x Rp. 130,000 = Rp. 227.50

Page 109: RAB Paving Block

Jumlah (2) = Rp. 62,098.75Jumlah (1) +(2) = Rp. 237,548.75

PBA 6.12 1 M² Pasang terali besi

6.12.1 Bahan- Besi strip 2 x 3 11.500 M' x Rp. 11,880 = Rp. 136,620.00

Jumlah (1) = Rp. 136,620.006.12.2. Tenaga

- Tukang las 1.200 Oh x Rp. 61,775 = Rp. 74,130.00- Pekerja 1.200 Oh x Rp. 100,000 = Rp. 120,000.00- Kepala tukang 0.012 Oh x Rp. 150,000 = Rp. 1,800.00- Mandor 0.0006 Oh x Rp. 130,000 = Rp. 78.00

Jumlah (2) = Rp. 196,008.00Jumlah (1) +(2) = Rp. 332,628.00

PBA 6.13 1 M² Pasang kawat harmonika

6.13.1 Bahan- Kawat harmonika 1.100 x Rp. 23,600 = Rp. 25,960.00- Paku biasa ½" - 1" 0.020 Kg x Rp. 16,940 = Rp. 338.80- Kayu meranti 0.0018 x Rp. 5,225,000 = Rp. 9,405.00

Jumlah (1) = Rp. 35,703.806.13.2. Tenaga

- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0005 Oh x Rp. 130,000 = Rp. 65.00

Jumlah (2) = Rp. 24,565.00Jumlah (1) +(2) = Rp. 60,268.80

PBA 6.14 1 M² Pasang kawat nyamuk

6.14.1 Bahan- Kawat nyamuk 1.100 x Rp. 11,980 = Rp. 13,178.00- Paku biasa ½" - 1" 0.020 Kg x Rp. 16,940 = Rp. 338.80- Kayu meranti 0.0018 x Rp. 5,225,000 = Rp. 9,405.00

Jumlah (1) = Rp. 22,921.806.14.2. Tenaga

- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0005 Oh x Rp. 130,000 = Rp. 65.00

Jumlah (2) = Rp. 24,565.00Jumlah (1) +(2) = Rp. 47,486.80

PBA 6.15 1 M² Pasang kawat kassa

6.15.1 Bahan- Kawat kassa 1.100 x Rp. 13,920 = Rp. 15,312.00- Paku biasa ½" - 1" 0.020 Kg x Rp. 16,940 = Rp. 338.80- Kayu meranti 0.0018 x Rp. 5,225,000 = Rp. 9,405.00

Jumlah (1) = Rp. 25,055.80

6.15.2. Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0005 Oh x Rp. 130,000 = Rp. 65.00

Jumlah (2) = Rp. 24,565.00Jumlah (1) +(2) = Rp. 49,620.80

PBA 6.16 1 M² Pasang kawat burung

6.15.1 Bahan

Page 110: RAB Paving Block

- Kawat burung 1.100 x Rp. 12,710 = Rp. 13,981.00- Paku biasa ½" - 1" 0.020 Kg x Rp. 16,940 = Rp. 338.80- Kayu meranti 0.0018 x Rp. 5,225,000 = Rp. 9,405.00

Jumlah (1) = Rp. 23,724.80

6.15.2. Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0005 Oh x Rp. 130,000 = Rp. 65.00

Jumlah (2) = Rp. 24,565.00Jumlah (1) +(2) = Rp. 48,289.80

PBA 6.17 1 M² Pasang jendela nako dan tralis

6.17.1 Bahan- Jendela nako 1.100 x Rp. 201,660 = Rp. 221,826.00- Paku biasa ½" - 1" atau skrup 0.020 Kg x Rp. 16,940 = Rp. 338.80- Besi strip # 12 mm 1.500 x Rp. 11,880 = Rp. 17,820.00

Jumlah (1) = Rp. 239,984.80

6.17.2. Tenaga- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang kayu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.001 Oh x Rp. 130,000 = Rp. 130.00

Jumlah (2) = Rp. 49,130.00Jumlah (1) +(2) = Rp. 289,114.80

PBA 6.18 1 M' Pasang talang datar, seng bjls 35

6.18.1 Bahan- Seng plat 3' x 6' bjls 35 0.500 Lbr x Rp. 115,500 = Rp. 57,750.00- Paku biasa ½" - 1" atau skrup 0.015 Kg x Rp. 16,940 = Rp. 254.10- Kayu meranti 0.0096 x Rp. 5,225,000 = Rp. 50,160.00- Flincote / meni besi 0.250 Kg x Rp. 25,410 = Rp. 6,352.50

Jumlah (1) = Rp. 114,516.606.18.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.400 Oh x Rp. 130,000 = Rp. 52,000.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.00125 Oh x Rp. 130,000 = Rp. 162.50

Jumlah (2) = Rp. 70,912.50Jumlah (1) +(2) = Rp. 185,429.10

PBA 6.19 1 M' Pasang talang miring, seng bjls 35

6.19.1 Bahan- Seng plat 3' x 6' bjls 35 0.500 Lbr x Rp. 115,500 = Rp. 57,750.00- Paku biasa ½" - 1" atau skrup 0.015 Kg x Rp. 16,940 = Rp. 254.10- Kayu meranti 0.019 x Rp. 5,225,000 = Rp. 99,275.00- Flincote / meni besi 0.300 Kg x Rp. 25,410 = Rp. 7,623.00

Jumlah (1) = Rp. 164,902.106.19.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.400 Oh x Rp. 130,000 = Rp. 52,000.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.00125 Oh x Rp. 130,000 = Rp. 162.50

Jumlah (2) = Rp. 70,912.50Jumlah (1) +(2) = Rp. 235,814.60

PBA 6.20 1 M' Pasang talang ½ lingkaran D-10 cm, seng bjls 35

6.20.1 Bahan- Seng plat 3' x 6' bjls 35 0.300 Lbr x Rp. 115,500 = Rp. 34,650.00- Paku biasa ½" - 1" atau skrup 0.100 Kg x Rp. 16,940 = Rp. 1,694.00- Kayu meranti 0.019 x Rp. 5,225,000 = Rp. 99,275.00- Besi strip 0.500 Kg x Rp. 11,880 = Rp. 5,940.00

Jumlah (1) = Rp. 141,559.00

Page 111: RAB Paving Block

6.20.2. Tenaga- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.00125 Oh x Rp. 130,000 = Rp. 162.50

Jumlah (2) = Rp. 51,412.50Jumlah (1) +(2) = Rp. 192,971.50

PBA 6.21 1 M' Pasang talang ½ lingkaran D-10 cm, seng bjls 30

6.21.1 Bahan- Seng plat 3' x 6' bjls 30 0.300 Lbr x Rp. 103,950 = Rp. 31,185.00- Paku biasa ½" - 1" atau skrup 0.100 Kg x Rp. 16,940 = Rp. 1,694.00- Kayu meranti 0.019 x Rp. 5,225,000 = Rp. 99,275.00- Besi strip 0.500 Kg x Rp. 11,880 = Rp. 5,940.00

Jumlah (1) = Rp. 138,094.006.21.2. Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.00125 Oh x Rp. 130,000 = Rp. 162.50

Jumlah (2) = Rp. 51,412.50Jumlah (1) +(2) = Rp. 189,506.50

Page 112: RAB Paving Block

ANALISA BIAYA KONSTRUKSIPEKERJAAN LANGIT - LANGIT

PLL 6.1 1 M² langit - langit asbes ( 1,00 x 1,00 ) m tebal 6 mm

6.1.1 Bahan- Pelat asbes tebal 6 mm 1.100 Lbr x Rp. 17,330 = Rp. 19,063.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40

Jumlah (1) = Rp. 19,232.406.1.2 Tenaga

- Pekerja 0.030 Oh x Rp. 100,000 = Rp. 3,000.00- Tukang kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.0015 Oh x Rp. 130,000 = Rp. 195.00

Jumlah (2) = Rp. 13,345.00Jumlah (1) +(2) = Rp. 32,577.40

PLL 6.2 1 M² langit - langit asbes ( 1,00 x 1,00 ) m tebal 5 mm

6.2.1 Bahan- Pelat asbes tebal 5 mm 1.100 Lbr x Rp. 14,440 = Rp. 15,884.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40

Jumlah (1) = Rp. 16,053.406.2.2 Tenaga

- Pekerja 0.030 Oh x Rp. 100,000 = Rp. 3,000.00- Tukang kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.0015 Oh x Rp. 130,000 = Rp. 195.00

Jumlah (2) = Rp. 13,345.00Jumlah (1) +(2) = Rp. 29,398.40

PLL 6.3 1 M² langit - langit asbes ( 1,00 x 1,00 ) m tebal 4 mm

6.3.1 Bahan- Pelat asbes tebal 4 mm 1.100 Lbr x Rp. 11,550 = Rp. 12,705.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40

Jumlah (1) = Rp. 12,874.406.3.2 Tenaga

- Pekerja 0.030 Oh x Rp. 100,000 = Rp. 3,000.00- Tukang kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.0015 Oh x Rp. 130,000 = Rp. 195.00

Jumlah (2) = Rp. 13,345.00Jumlah (1) +(2) = Rp. 26,219.40

PLL 6.4 1 M² langit - langit asbes ( 1,00 x 1,00 ) m tebal 3,5 mm

6.4.1 Bahan- Pelat asbes tebal 3,5 mm 1.100 Lbr x Rp. 9,350 = Rp. 10,285.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40

Jumlah (1) = Rp. 10,454.40

6.4.2 Tenaga- Pekerja 0.030 Oh x Rp. 100,000 = Rp. 3,000.00- Tukang kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.0015 Oh x Rp. 130,000 = Rp. 195.00

Jumlah (2) = Rp. 13,345.00Jumlah (1) +(2) = Rp. 23,799.40

Page 113: RAB Paving Block

PLL 6.5 1 M² Langit - langit akustik ( 30 x 30 ) cm

6.5.1 Bahan- Akustik ukuran 30 x 30 cm 11.500 Lbr x Rp. 8,540 = Rp. 98,210.00- Paku 0.050 Kg x Rp. 16,940 = Rp. 847.00

Jumlah (1) = Rp. 99,057.006.5.2 Tenaga

- Pekerja 0.060 Oh x Rp. 100,000 = Rp. 6,000.00- Tukang kayu 0.120 Oh x Rp. 130,000 = Rp. 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000 = Rp. 1,800.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 23,790.00Jumlah (1) +(2) = Rp. 122,847.00

PLL 6.6 1 M² Langit - langit akustik ( 30 x 60 ) cm

6.6.1 Bahan- Akustik ukuran 30 x 60 cm 5.800 Lbr x Rp. 17,070 = Rp. 99,006.00- Paku 0.050 Kg x Rp. 16,940 = Rp. 847.00

Jumlah (1) = Rp. 99,853.006.6.2 Tenaga

- Pekerja 0.060 Oh x Rp. 100,000 = Rp. 6,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 20,890.00Jumlah (1) +(2) = Rp. 120,743.00

PLL 6.7 1 M² Langit - langit akustik ( 60 x 120 ) cm

6.7.1 Bahan- Akustik arm strong ukuran 60 x 120 cm 1.500 Lbr x Rp. 68,290 = Rp. 102,435.00- Paku 0.050 Kg x Rp. 16,940 = Rp. 847.00

Jumlah (1) = Rp. 103,282.006.7.2 Tenaga

- Pekerja 0.060 Oh x Rp. 100,000 = Rp. 6,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 20,890.00Jumlah (1) +(2) = Rp. 124,172.00

PLL 6.8 1 M² Langit - langit plywood ( 30 x 60 ) cm, tebal 4 mm

6.8.1 Bahan- Plywood 4' x 8' x 4 mm 0.360 Lbr x Rp. 51,920 = Rp. 18,691.20- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20

Jumlah (1) = Rp. 19,199.406.8.2 Tenaga

- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00

Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 41,154.40

PLL 6.9 1 M² Langit - langit plywood ( 30 x 60 ) cm, tebal 6 mm

6.9.1 Bahan- Plywood 4' x 8' x 6 mm 0.360 Lbr x Rp. 77,880 = Rp. 28,036.80- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20

Jumlah (1) = Rp. 28,545.006.9.2 Tenaga

- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00

Page 114: RAB Paving Block

- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00

Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 50,500.00

PLL 6.10 1 M² Langit - langit plywood ( 60 x 120 ) cm, tebal 4 mm

6.10.1 Bahan- Plywood 4' x 8' x 4 mm 0.375 Lbr x Rp. 51,920 = Rp. 19,470.00- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20

Jumlah (1) = Rp. 19,978.206.10.2 Tenaga

- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00

Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 41,933.20

PLL 6.11 1 M² Langit - langit plywood ( 60 x 120 ) cm, tebal 6 mm

6.11.1 Bahan- Plywood 4' x 8' x 6 mm 0.375 Lbr x Rp. 77,880 = Rp. 29,205.00- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20

Jumlah (1) = Rp. 29,713.206.11.2 Tenaga

- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00

Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 51,668.20

PLL 6.12 1 M² Langit - langit teakwood ( 30 x 60 ) cm, tebal 4 mm

6.12.1 Bahan- Teakwood 4' x 8' x 4 mm 0.360 Lbr x Rp. 54,450 = Rp. 19,602.00- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20

Jumlah (1) = Rp. 20,110.206.12.2 Tenaga

- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00

Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 42,065.20

PLL 6.13 1 M² Langit - langit teakwood ( 60 x 120 ) cm, tebal 4 mm

6.13.1 Bahan- Teakwood 4' x 8' x 4 mm 0.375 Lbr x Rp. 54,450 = Rp. 20,418.75- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20

Jumlah (1) = Rp. 20,926.956.13.2 Tenaga

- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00

Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 42,881.95

PLL 6.14 1 M² Langit - langit lat kayu jati

6.14.1 Bahan- Kayu jati, papan 0.024 x Rp. 24,104,440 = Rp. 578,506.56- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40- Paku sekrup 0.050 Kg x Rp. 21,180 = Rp. 1,059.00

Jumlah (1) = Rp. 579,734.966.14.2 Tenaga

Page 115: RAB Paving Block

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang kayu 0.600 Oh x Rp. 130,000 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000 = Rp. 9,000.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 108,300.00Jumlah (1) +(2) = Rp. 688,034.96

PLL 6.16 1 M² Langit - langit lat papan rider

6.16.1 Bahan- Papan rider 1.000 Lbr x Rp. 225,000 = Rp. 225,000.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40- Paku sekrup 0.050 Kg x Rp. 21,180 = Rp. 1,059.00

Jumlah (1) = Rp. 226,228.406.16.2 Tenaga

- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang kayu 0.600 Oh x Rp. 130,000 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000 = Rp. 9,000.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00

Jumlah (2) = Rp. 108,300.00Jumlah (1) +(2) = Rp. 334,528.40

PLL 6.17 1 M² Langit - langit soft board

6.17.1 Bahan- Soft board 4' x 8' x 4 mm 0.350 Lbr x Rp. 55,990 = Rp. 19,596.50- Paku biasa 0.030 Kg x Rp. 16,940 = Rp. 508.20

Jumlah (1) = Rp. 20,104.706.17.2 Tenaga

- Pekerja 0.600 Oh x Rp. 100,000 = Rp. 60,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 74,890.00Jumlah (1) +(2) = Rp. 94,994.70

PLL 6.18 1 M² Langit - langit akustik 60 x 120 cm + rangka alluminium

6.18.1 Bahan- Profil alluminium "T" 3.600 M' x Rp. 8,470 = Rp. 30,492.00- Kawat seng polos 0.150 Kg x Rp. 22,530 = Rp. 3,379.50- Ramset/dina bolt 1.000 Bh x Rp. 720 = Rp. 720.00- Akustik arm strong 60 x 120 cm 1.500 Lbr x Rp. 68,290 = Rp. 102,435.00

Jumlah (1) = Rp. 137,026.506.18.2 Tenaga

- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.500 Oh x Rp. 130,000 = Rp. 65,000.00- Kepala tukang 0.050 Oh x Rp. 150,000 = Rp. 7,500.00- Mandor 0.0075 Oh x Rp. 130,000 = Rp. 975.00

Jumlah (2) = Rp. 88,475.00Jumlah (1) +(2) = Rp. 225,501.50

PLL 6.19 1 M' List Langit - langit Kayu profil 3"

6.19.1 Bahan- List kayu profil 1.100 M' x Rp. 18,810 = Rp. 20,691.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40

Jumlah (1) = Rp. 20,860.406.19.2 Tenaga

- Pekerja 0.050 Oh x Rp. 100,000 = Rp. 5,000.00- Tukang kayu 0.050 Oh x Rp. 130,000 = Rp. 6,500.00- Kepala tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00

Jumlah (2) = Rp. 12,640.00Jumlah (1) +(2) = Rp. 33,500.40

Page 116: RAB Paving Block

PLL 6.20 1 M² Langit - langit asbes (1,00 x 1,00) m, rangka kayu meranti

6.20.1 Bahan

- Kayu meranti 0.012 M³ x Rp. 5,225,000 = Rp. 62,700.00- Paku 0.060 Kg x Rp. 16,940 = Rp. 1,016.40- Asbes 1,00 x 1,00 m 1.100 Lbr x Rp. 11,550 = Rp. 12,705.00

Jumlah (1) = Rp. 76,421.406.20.2 Tenaga

- Pekerja 0.180 Oh x Rp. 100,000 = Rp. 18,000.00- Tukang kayu 0.320 Oh x Rp. 130,000 = Rp. 41,600.00- Kepala tukang 0.032 Oh x Rp. 150,000 = Rp. 4,800.00- Mandor 0.009 Oh x Rp. 130,000 = Rp. 1,170.00

Jumlah (2) = Rp. 65,570.00Jumlah (1) +(2) = Rp. 141,991.40

PLL 6.21 1 M² Langit - langit plywood 4 mm + rangka kayu meranti

6.21.1 Bahan

- Kayu meranti 0.013 M³ x Rp. 5,225,000 = Rp. 67,925.00- Paku biasa 2" - 5" 0.060 Kg x Rp. 16,940 = Rp. 1,016.40- Plywood 4' x 8' x 4 mm 0.390 Lbr x Rp. 51,920 = Rp. 20,248.80

Jumlah (1) = Rp. 89,190.206.21.2 Tenaga

- Pekerja 0.270 Oh x Rp. 100,000 = Rp. 27,000.00- Tukang kayu 0.400 Oh x Rp. 130,000 = Rp. 52,000.00- Kepala tukang 0.040 Oh x Rp. 150,000 = Rp. 6,000.00- Mandor 0.0135 Oh x Rp. 130,000 = Rp. 1,755.00

Jumlah (2) = Rp. 86,755.00Jumlah (1) +(2) = Rp. 175,945.20

PLL 6.22 1 M² Langit - langit akustik ( 30 x 60 ) cm + rangka kayu meranti

6.22.1 Bahan

- Kayu meranti 0.013 M³ x Rp. 5,225,000 = Rp. 67,925.00- Paku 0.060 Kg x Rp. 16,940 = Rp. 1,016.40- Akustik 30 x 60 cm 5.800 Lbr x Rp. 17,070 = Rp. 99,006.00

Jumlah (1) = Rp. 167,947.406.22.2 Tenaga

- Pekerja 0.260 Oh x Rp. 100,000 = Rp. 26,000.00- Tukang kayu 0.400 Oh x Rp. 130,000 = Rp. 52,000.00- Kepala tukang 0.040 Oh x Rp. 150,000 = Rp. 6,000.00- Mandor 0.013 Oh x Rp. 130,000 = Rp. 1,690.00

Jumlah (2) = Rp. 85,690.00Jumlah (1) +(2) = Rp. 253,637.40

PLL 6.23 1 M² Langit - langit akustik ( 30 x 30 ) cm + rangka kayu borneo

6.23.1 Bahan

- Kayu meranti 0.013 M³ x Rp. 5,225,000 = Rp. 67,925.00- Paku 0.060 Kg x Rp. 16,940 = Rp. 1,016.40- Akustik 30 x 30 cm 11.500 Lbr x Rp. 8,540 = Rp. 98,210.00

Jumlah (1) = Rp. 167,151.406.23.2 Tenaga

- Pekerja 0.310 Oh x Rp. 100,000 = Rp. 31,000.00- Tukang kayu 0.470 Oh x Rp. 130,000 = Rp. 61,100.00- Kepala tukang 0.047 Oh x Rp. 150,000 = Rp. 7,050.00- Mandor 0.0155 Oh x Rp. 130,000 = Rp. 2,015.00

Jumlah (2) = Rp. 101,165.00Jumlah (1) +(2) = Rp. 268,316.40

Page 117: RAB Paving Block

PLL 6.24 1 M² Langit - langit gypsum board, tebal 9 mm

6.24.1 Bahan

- Gypsum board (120 x 240 x 9) mm 0.364 Lbr x Rp. 71,500 = Rp. 26,026.00- Paku sekrup 0.110 Kg x Rp. 21,180 = Rp. 2,329.80

Jumlah (1) = Rp. 28,355.80

6.24.2 Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.050 Oh x Rp. 130,000 = Rp. 6,500.00- Kepala tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00

Jumlah (2) = Rp. 17,900.00Jumlah (1) +(2) = Rp. 46,255.80

PLL 6.24A 1 M² Langit - langit gypsum board, tebal 6 mm

6.24.1 Bahan

- Gypsum board (120 x 240 x 6) mm 0.364 Lbr x Rp. 59,950 = Rp. 21,821.80- Paku sekrup 0.110 Kg x Rp. 21,180 = Rp. 2,329.80

Jumlah (1) = Rp. 24,151.60

6.24.2 Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.050 Oh x Rp. 130,000 = Rp. 6,500.00- Kepala tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00

Jumlah (2) = Rp. 17,900.00Jumlah (1) +(2) = Rp. 42,051.60

PLL 6.24B 1 M² Langit - langit gypsum board, tebal 12 mm

6.24.1 Bahan

- Gypsum board (120 x 240 x 12) mm 0.364 Lbr x Rp. 93,500 = Rp. 34,034.00- Paku sekrup 0.110 Kg x Rp. 21,180 = Rp. 2,329.80

Jumlah (1) = Rp. 36,363.80

6.24.2 Tenaga- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.080 Oh x Rp. 130,000 = Rp. 10,400.00- Kepala tukang 0.0075 Oh x Rp. 150,000 = Rp. 1,125.00- Mandor 0.0075 Oh x Rp. 130,000 = Rp. 975.00

Jumlah (2) = Rp. 27,500.00Jumlah (1) +(2) = Rp. 63,863.80

Page 118: RAB Paving Block

DAFTAR HARGA SATUAN UPAH DAN BAHAN

PEKERJAAN PEMBANGUNAN GEDUNG NEGARA

TAHUN ANGGARAN 2010

NO. URAIAN HARGA UPAH HARGA SATUAN

1 2 3 4

1 Pekerja @Rp. 100,000.00 / Org/Hari2 Mandor @Rp. 130,000.00 / OH3 Tukang Batu @Rp. 130,000.00 / OH4 Tukang Kayu @Rp. 130,000.00 / OH5 Tukang Besi @Rp. 130,000.00 / OH6 Tukang Keramik @Rp. 130,000.00 / OH7 Tukang Plafond @Rp. 130,000.00 / OH8 Tukang Pasang Pipa @Rp. 130,000.00 / OH9 Tukang Cat @Rp. 130,000.00 / OH

10 Kepala Tukang @Rp. 150,000.00 / OH

NO. URAIAN HARGA BAHAN HARGA SATUAN

1 2 3 4

A TIMBUNAN / GALIAN

1 Tanah Timbun/Merah @Rp. 62,900.00 / M32 Pasir Timbun / Urug @Rp. 64,400.00 / M33 Pasir Pasang @Rp. 76,500.00 / M34 Pasir beton @Rp. 87,800.00 / M35 Sirtu @Rp. 87,800.00 / M36 Tanah Humus @Rp. 71,500.00 / M3

B BAHAN PEREKAT

1 Portland Cement (PC) @Rp. 1,300.00 / Kg2 Cement Putih @Rp. 2,500.00 / Kg3 Lem Kayu @Rp. 37,400.00 / Kg4 Lem Vinyl / Karet @Rp. 44,900.00 / Kg5 Perekat Kaca @Rp. 76,500.00 / Kg6 Waterfroof @Rp. 52,300.00 / Kg

C BATU / BATU CETAKAN

1 Batu Krikil / Koral 3 - 5 cm @Rp. 185,900.00 / M32 Batu Krikil / Koral 5 - 7 cm @Rp. 170,900.00 / M33 Batu Krikil / Koral 7 - 10 cm @Rp. 155,900.00 / M34 Batu Belah/Kali 10 - 15 cm @Rp. 140,900.00 / M35 Batu Belah/Kali 15 - 20 cm @Rp. 125,900.00 / M36 Batu Pecah 1 - 2 cm @Rp. 190,200.00 / M37 Batu Pecah 2 - 3 cm @Rp. 177,700.00 / M38 Batu Pecah 3 - 5 cm @Rp. 165,200.00 / M39 Batu Pecah 5 - 7 cm @Rp. 150,200.00 / M3

10 Batu Kacang /jagung 0,5 - 1 cm @Rp. 202,700.00 / M311 Batu Splyt @Rp. 212,700.00 / M312 Batu Bata biasa 5x10x20 cm @Rp. 610.00 / Bh13 Batu Bata Mesin 5x10x20 cm @Rp. 720.00 / Bh14 Batu Bataco 6x12x24 cm @Rp. 4,180.00 / Bh15 Batu Krawang 10x10x20 cm @Rp. 3,030.00 / Bh16 Batu Krawang 10x15x15 cm @Rp. 3,470.00 / Bh17 Batu Krawang 10x20x20 cm @Rp. 3,740.00 / Bh18 Concrete Block (CB) 10 @Rp. 740.00 / Bh19 Concrete Block (CB) 15 @Rp. 1,600.00 / Bh20 Concrete Block (CB) 20 @Rp. 2,920.00 / Bh21 Bondbeam 40x20x20 cm @Rp. 30,250.00 / Bh22 Con Block warna type Holland tb 6 cm @Rp. 1,720.00 / Bh23 Con Block warna type Uni pave tb 6 cm @Rp. 1,600.00 / Bh24 Con Block warna type Dosex Six tb 6 cm @Rp. 1,840.00 / Bh25 Con Block warna type Hexagon tb 6 cm @Rp. 1,710.00 / Bh26 Con Block K 125 @Rp. 1,750.00 / Bh

27 Con Block K 175 @Rp. 2,700.00 / Bh

Page 119: RAB Paving Block
Page 120: RAB Paving Block

1 2 3 4

D KAYU / LANGIT - LANGIT

1 Balok Kayu Jati @Rp. 23,925,000.00 / M32 Papan Kayu Jati @Rp. 24,104,440.00 / M33 Balok Kayu Damar Laut @Rp. 9,350,000.00 / M34 Papan Kayu Damar Laut @Rp. 9,650,000.00 / M35 Balok Kayu Meranti Batu @Rp. 9,075,000.00 / M36 Papan Kayu Meranti Batu @Rp. 9,375,000.00 / M37 Balok Kayu Kapur @Rp. 6,490,000.00 / M38 Papan kayu Kapur @Rp. 6,790,000.00 / M39 Balok Kayu Meranti Kls I @Rp. 5,225,000.00 / M3

10 Papan Kayu Meranti Kls I @Rp. 5,475,000.00 / M311 Kayu Sembarang/Bekisting @Rp. 3,107,500.00 / M312 Kayu Bakar @Rp. 187,000.00 / M313 Papan Lambersering/Rider @Rp. 225,000.00 / M214 Kayu Lat Asbes 5x30x400 mm @Rp. 7,430.00 / Btg15 Kayu Kaso 5 - 7 /400 cm @Rp. 87,780.00 / Btg16 Kayu Dolken / Kayu Laut Ø 7,5 - 10 / 400 cm @Rp. 19,250.00 / Btg17 Bambu Ø 6 - 8 /600 cm @Rp. 13,750.00 / Btg18 Bilik Bambu @Rp. 16,340.00 / M219 Kayu Profil 1" @Rp. 6,270.00 / M'20 Kayu Profil 2" @Rp. 12,540.00 / M'21 Kayu Profil 3" @Rp. 18,810.00 / M'22 Kayu Profil 4" @Rp. 25,080.00 / M'23 Profil Gypsum 2" @Rp. 4,600.00 / M'24 Profil Gypsum 3" @Rp. 5,450.00 / M'25 Profil Gypsum 4" @Rp. 6,660.00 / M'26 Profil Gypsum 6" @Rp. 7,870.00 / M'27 Plywood 120x240 tbl. 18 mm @Rp. 233,640.00 / Lbr28 Plywood 120x240 tbl. 12 mm @Rp. 155,760.00 / Lbr29 Plywood 120x240 tbl. 9 mm @Rp. 116,820.00 / Lbr30 Plywood 120x240 tbl. 6 mm @Rp. 77,880.00 / Lbr31 Plywood 120x240 tbl. 4 mm @Rp. 51,920.00 / Lbr32 Teakwood 120x240 tbl. 3 mm @Rp. 54,450.00 / Lbr33 Triplek Jati 120x240 tbl. 3 mm @Rp. 85,250.00 / Lbr34 Triplek Sungkai 120x240 tbl. 3 mm @Rp. 79,750.00 / Lbr35 Formika 120x240 @Rp. 74,250.00 / Lbr36 Soft Board 120x240 tbl. 4 mm @Rp. 55,990.00 / Lbr37 Soft Board 120x240 tbl. 6 mm @Rp. 84,150.00 / Lbr38 Soft Board 120x240 tbl. 9 mm @Rp. 126,230.00 / Lbr39 Soft Board 120x240 tbl. 12 mm @Rp. 168,250.00 / Lbr40 Gypsum 120x240 tbl. 6 mm @Rp. 59,950.00 / Lbr41 Gypsum 120x240 tbl. 9 mm @Rp. 71,500.00 / Lbr42 Gypsum 120x240 tbl. 12 mm @Rp. 93,500.00 / Lbr43 Asbes Lokal 100x100 cm @Rp. 9,350.00 / Lbr44 Asbes Atrisco 100x100 cm t= 4 mm @Rp. 11,550.00 / Lbr45 Asbes Atrisco 100x100 cm t= 5 mm @Rp. 14,440.00 / Lbr46 Asbes Atrisco 100x100 cm t= 6 mm @Rp. 17,330.00 / Lbr47 Akustik 30x30 cm @Rp. 8,540.00 / Lbr48 Akustik 30x60 cm @Rp. 17,070.00 / Lbr49 Akustik 60x120 cm @Rp. 68,290.00 / Lbr50 Rangka Furing Ceiling Gypsum @Rp. 52,250.00 / M251 Rangka Furing Dinding Gypsum @Rp. 63,800.00 / M252 Tepung Dempul @Rp. 10,450.00 / Kg53 Kain kasa/Paper Tape @Rp. 57,750.00 / Roll

Page 121: RAB Paving Block

1 2 3 4

E BESI / ALUMINIUM

1 Besi Beton polos @Rp. 14,410.00 / Kg2 Besi Beton Ulir @Rp. 14,580.00 / Kg3 Besi Profil WF/INP @Rp. 15,950.00 / Kg4 Besi siku @Rp. 11,990.00 / Kg5 Besi CNP @Rp. 13,090.00 / Kg6 Besi Plat Strip @Rp. 11,880.00 / Kg7 Besi Plat Polos @Rp. 13,630.00 / Kg8 Kawat Besi Beton @Rp. 16,830.00 / Kg9 Kawat Licin / Seng Polos @Rp. 22,530.00 / Kg

10 Kawat Duri @Rp. 4,030.00 / M'11 Kawat Nyamuk @Rp. 11,980.00 / M212 Kawat Kasa @Rp. 13,920.00 / M213 Kawat Harmonika # 1" @Rp. 23,600.00 / M214 Kawat Burung @Rp. 12,710.00 / M215 Pagar kawat BRC 120 Polos @Rp. 235,950.00 / Lbr16 Pintu Besi @Rp. 816,750.00 / M217 Pintu gulung Besi @Rp. 828,850.00 / M218 Pintu Lipat Besi @Rp. 837,320.00 / M219 Pintu Rolling Door @Rp. 465,850.00 / M220 Jerajak besi Bermotif @Rp. 347,270.00 / M221 Jerajak Besi Strip @Rp. 312,180.00 / M222 Rangka Baja Ringan @Rp. 177,870.00 / M223 Kosen Pintu Aluminium (80 x 210) Coklat @Rp. 405,350.00 / Bh24 Kosen Pintu Aluminium (80 x 210) Putih @Rp. 371,470.00 / Bh

25 Kosen Jendela aluminium (120x60) Coklat @Rp. 287,380.00 / Bh26 Kosen Jendela aluminium (120x60) Putih @Rp. 248,050.00 / Bh27 Pintu Aluminium ( 80 x 210) Coklat @Rp. 711,480.00 / Bh28 Pintu Aluminium ( 80 x 210) Putih @Rp. 609,840.00 / Bh29 Jendela Aluminium + Kaca 5 mm (120 x 60) Coklat @Rp. 304,920.00 / Bh30 Jendela Aluminium + Kaca 5 mm (120 x 60) Putih @Rp. 261,360.00 / Bh31 Kosen Pintu / Jendela Aluminium Coklat @Rp. 78,650.00 / M'32 Kosen Pintu / Jendela Aluminium Putih @Rp. 66,550.00 / M'33 Daun Jendela Aluminium Coklat @Rp. 54,450.00 / M'34 Daun Jendela Aluminium Putih @Rp. 48,400.00 / M'35 Profil Aluminium T @Rp. 8,470.00 / M'36 Ventions Blinds @Rp. 163,350.00 / M237 Verticals Blinds @Rp. 175,450.00 / M238 Bingkai Naco Niki Hitam @Rp. 201,660.00 / M239 Bingkai Naco Niki Putih @Rp. 168,060.00 / M240 Paku Beton 0,5 - 2" @Rp. 310.00 / Bh41 Paku Beton 2" - 5" @Rp. 530.00 / Bh

42 Paku Biasa 0,5 - 2" @Rp. 16,940.00 / Kg43 Paku Biasa 2" - 5" @Rp. 14,520.00 / Kg44 Sekrup macam ukuran @Rp. 21,180.00 / Kg45 Sekrup 0,5 - 2" @Rp. 420.00 / Bh46 Sekrup fisher @Rp. 360.00 / Bh47 Baut Ø 5/8" - 8" @Rp. 19,970.00 / Bh48 Baut Angker Ø 3/4" - 10" @Rp. 45,380.00 / Bh49 Baut Ramset / Dina Bolt @Rp. 720.00 / Bh50 Rangka Atap Twin light @Rp. 302,500.00 / M2

Page 122: RAB Paving Block

1 2 3 4

F PENUTUP LANTAI DAN DINDING

1 Ubin Granito 30 x 30 cm @Rp. 26,260.00 / Bh2 Ubin Granito 40 x 40 cm @Rp. 46,590.00 / Bh3 Ubin Granito 60 x 60 cm @Rp. 104,670.00 / Bh4 Ubin Mosaik 30 x 30 cm @Rp. 13,920.00 / Bh5 Ubin Marmer Ex. DN @Rp. 261,970.00 / M26 Ubin teralux marmer 30 x 30 cm @Rp. 27,230.00 / Bh7 Ubin teralux marmer 40 x 40 cm @Rp. 48,400.00 / Bh8 Ubin teralux marmer 60 x 60 cm @Rp. 109,510.00 / Bh9 Ubin keramik 10 x 20 cm @Rp. 1,210.00 / Bh

10 Ubin keramik 15 x 15 cm @Rp. 1,400.00 / Bh11 Ubin keramik 20 x 20 cm @Rp. 2,490.00 / Bh12 Ubin keramik 20 x 25 cm @Rp. 3,150.00 / Bh13 Ubin keramik 25 x 25 cm @Rp. 3,870.00 / Bh14 Ubin keramik 30 x 30 cm @Rp. 5,570.00 / Bh15 Ubin keramik 30 x 30 cm anti slip @Rp. 6,290.00 / Bh16 Ubin keramik 40 x 40 cm @Rp. 9,680.00 / Bh17 Ubin keramik artistik 5 x 20 cm @Rp. 910.00 / Bh

18 Ubin keramik artistik 10 x 10 cm @Rp. 910.00 / Bh19 Ubin keramik artistik 10 x 20 cm @Rp. 1,760.00 / Bh20 Ubin keramik Essenza 30 x 30 cm @Rp. 21,180.00 / Bh21 Ubin keramik Essenza 40 x 40 cm @Rp. 37,630.00 / Bh22 Porselin 11 x 11 cm Putih @Rp. 1,210.00 / Bh23 Porselin 11 x 11 cm, warna @Rp. 145.00 / Bh24 Porselin 15 x 15 cm, putih @Rp. 2,300.00 / Bh25 Porselin 15 x 15 cm, warna @Rp. 2,540.00 / Bh26 Plint ubin teralux marmer 10 x 30 cm @Rp. 16,340.00 / Bh27 Plint ubin teralux marmer 10 x 40 cm @Rp. 29,040.00 / Bh28 Plint ubin teralux marmer 10 x 60 cm @Rp. 65,700.00 / Bh29 Plint ubin granito 10 x 30 cm @Rp. 27,950.00 / Bh30 Plint ubin granito 10 x 40 cm @Rp. 62,800.00 / Bh31 Plint ubin granito 10 x 60 cm @Rp. 157,180.00 / Bh32 Plint ubin keramik 10 x 30 cm @Rp. 4,110.00 / Bh33 Plint ubin keramik 10 x 40 cm @Rp. 5,690.00 / Bh34 Plint ubin keramik 10 x 60 cm @Rp. 8,110.00 / Bh35 Plint ubin keramik 15 x 30 cm @Rp. 5,810.00 / Bh36 Plint ubin keramik 15 x 40 cm @Rp. 7,740.00 / Bh37 Plint ubin keramik 15 x 60 cm @Rp. 11,620.00 / Bh38 Batu Lapis Dinding 7x3x24 @Rp. 2,040.00 / Bh39 Batu Tempel Hitam @Rp. 104,500.00 / M240 Batu Poros @Rp. 114,680.00 / M241 Carpet @Rp. 90,750.00 / M242 Carpet 80 % wool, 20 % nylon @Rp. 87,450.00 / M243 Feltex carpet 100 % wool-T-21 @Rp. 85,250.00 / M244 Underlyer tebal 6 mm / rubber corrugated @Rp. 104,500.00 / M245 Vynil asbes 30 x 30 cm @Rp. 8,230.00 / Bh46 Vynil karet 30 x 30 cm KL I @Rp. 9,800.00 / Bh47 Vynil karet 30 x 30 cm KL II @Rp. 9,080.00 / Bh48 Vynil motif kembang ex DN 30 x 30 cm @Rp. 9,440.00 / Bh49 Vynil wall covering lebar 50 cm @Rp. 63,250.00 / M250 Perquet Jati @Rp. 368,500.00 / M251 Gymfloor @Rp. 79,750.00 / M252 Paku Pancing 60 - 230 @Rp. 720.00 / Bh53 Sekrup 3,5" @Rp. 410.00 / Kg54 Sekrup 3,5" @Rp. 20,350.00 / Kg

Page 123: RAB Paving Block

1 2 3 4

G PENUTUP ATAP

1 Atap Genteng Palentong @Rp. 1,670.00 / Bh2 Atap Genteng Palentong super @Rp. 3,980.00 / Bh3 Atap Genteng Kodok @Rp. 2,170.00 / Bh4 Atap Genteng Beton @Rp. 5,970.00 / Bh5 Atap Genteng Keramik @Rp. 11,390.00 / Bh6 Atap Genteng Aspal @Rp. 11,320.00 / Lbr7 Atap Genteng Metal/Multi Roof 35 @Rp. 64,130.00 / M28 Atap Genteng Asbes cement 0,35 @Rp. 66,790.00 / Lbr9 Atap Sirap @Rp. 1,030.00 / Bh

10 Atap Aluminium gelombang tebal 0,55 @Rp. 98,180.00 / Lbr11 Atap seng Gelombang 3' x 6' bjls 35 @Rp. 59,640.00 / Lbr12 Atap seng Super Deck 3' x 6' tbl 0,30 @Rp. 68,750.00 / Lbr13 Roof light fibreglass gelombang @Rp. 46,390.00 / Lbr14 Atap Asbes Gelombang 1,8 x 1,05 tbl.4 mm @Rp. 59,380.00 / Lbr15 Atap Asbes Gelombang 2,1 x 1,05 tbl.4 mm @Rp. 93,170.00 / Lbr16 Atap Asbes Gelombang 2,4 x 1,05 tbl.4 mm @Rp. 108,130.00 / Lbr17 Atap Asbes Gelombang 2,7 x 1,05 tbl.4 mm @Rp. 113,300.00 / Lbr18 Atap Asbes Gelombang 1,8 x 0,92 tbl.5 mm @Rp. 70,950.00 / Lbr19 Atap Asbes Gelombang 2,1 x 0,92 tbl.5 mm @Rp. 88,770.00 / Lbr20 Atap Asbes Gelombang 2,4 x 0,92 tbl.5 mm @Rp. 97,020.00 / Lbr21 Atap Asbes Gelombang 2,7 x 0,92 tbl.5 mm @Rp. 106,810.00 / Lbr22 Atap Asbes Gelombang 1,8 x 1,08 tbl.6 mm @Rp. 103,620.00 / Lbr23 Atap Asbes Gelombang 2,1 x 1,08 tbl.6 mm @Rp. 120,450.00 / Lbr24 Atap Asbes Gelombang 2,4 x 1,08 tbl.6 mm @Rp. 128,370.00 / Lbr25 Atap Asbes Gelombang 2,7 x 1,08 tbl.6 mm @Rp. 155,430.00 / Lbr26 Genteng bubung palentong @Rp. 9,350.00 / Bh27 Genteng bubung palentong super @Rp. 12,740.00 / Bh28 Genteng bubung kodok @Rp. 9,560.00 / Bh29 Nok genteng beton @Rp. 13,440.00 / Bh30 Nok genteng keramik @Rp. 15,040.00 / Bh31 Nok Genteng Aspal @Rp. 29,350.00 / Bh32 Nok Genteng Metal/Multi Roof (decra bond) @Rp. 41,140.00 / Bh33 Nok Genteng Asbes cement 0,35 @Rp. 33,770.00 / Lbr34 Nok Aluminium standard 40 cm 18 swg22 @Rp. 47,890.00 / M235 Bubung/Nok Stel Gelombang 0,92 m' tbl.5 mm @Rp. 19,590.00 / Lbr36 Bubung/Nok Stel Gelombang 1,05 m' tbl.4 mm @Rp. 25,990.00 / Lbr37 Bubung/Nok Stel Gelombang 1,08 m' tbl.6 mm @Rp. 28,510.00 / Lbr38 Bubung/Nok Paten 0,92 m' tbl.5 mm @Rp. 36,810.00 / Lbr39 Bubung/Nok Paten 1,05 m' tbl.4 mm @Rp. 30,950.00 / Lbr40 Bubung/Nok Paten 1,08 m' tbl.6 mm @Rp. 42,960.00 / Lbr41 Bubung/Nok Stel Rata 0,92 m' tbl.5 mm @Rp. 36,080.00 / Lbr42 Bubung/Nok Stel Rata 1,05 m' tbl.4 mm @Rp. 30,250.00 / Lbr43 Bubung/Nok Stel Rata 1,08 m' tbl.6 mm @Rp. 40,600.00 / Lbr44 Seng Plat 3" x 6" bjls 35 @Rp. 115,500.00 / Lbr45 Seng Plat 3" x 6" bjls 30 @Rp. 103,950.00 / Lbr46 Plastic aerator @Rp. 27,500.00 / Bh47 Sisalation / aluminium foil @Rp. 77,200.00 / M2

48 Paku seng + Ring karet @Rp. 20,350.00 / Kg49 Paku seng + Ring karet @Rp. 410.00 / Bh50 Paku hak panjang 15 cm @Rp. 30,530.00 / Kg51 Atap Seng Alumi Zinc warna 0,35 @Rp. 62,040.00 / M252 Atap Twin light @Rp. 74,250.00 / M2

Page 124: RAB Paving Block

1 2 3 4

H KUNCI DAN KACA

1 Kunci tanam antik @Rp. 214,500.00 / Bh2 Kunci tanam biasa @Rp. 90,020.00 / Bh3 Kunci tanam kamar mandi @Rp. 54,690.00 / Bh4 Kunci silinder @Rp. 34,490.00 / Bh5 Kunci selot @Rp. 27,230.00 / Bh6 Kunci lemari @Rp. 12,340.00 / Bh7 Engsel pintu 4" @Rp. 15,130.00 / Bh8 Engsel jendela 3" @Rp. 11,250.00 / Bh9 Engsel angin @Rp. 25,050.00 / Bh

10 Kait angin @Rp. 19,120.00 / Bh11 Rel pintu dorong @Rp. 160,330.00 / Bh12 Sealent @Rp. 39,330.00 / Kg13 Spring Knip @Rp. 9,080.00 / Bh14 Door closer @Rp. 109,750.00 / Bh15 Door handle @Rp. 113,010.00 / Bh16 Door stoop @Rp. 38,120.00 / Bh17 Espanyolet @Rp. 88,450.00 / Bh18 Kaca Block 20 x 20 cm @Rp. 26,020.00 / Bh19 Kaca polos tbl.3 mm @Rp. 87,120.00 / M220 Kaca polos tbl.5 mm @Rp. 145,200.00 / M221 Kaca polos tbl.8 mm @Rp. 232,320.00 / M222 Kaca Reyben tbl.5 mm @Rp. 193,120.00 / M223 Kaca Reyben tbl.8 mm @Rp. 308,980.00 / M224 Kaca Buram tbl.3 mm @Rp. 72,600.00 / M225 Kaca Buram tbl.5 mm @Rp. 111,320.00 / M226 Kaca buram tbl.8 mm @Rp. 193,600.00 / M227 Kaca cermin tbl.5 mm @Rp. 161,700.00 / M228 Kaca cermin tbl.6 mm @Rp. 194,040.00 / M229 Kaca cermin tbl.8 mm @Rp. 258,720.00 / M230 Kaca patri @Rp. 169,400.00 / M231 Kaca Wireglass @Rp. 151,250.00 / M232 Kaca Reyben Naco 30 x 60 cm tbl.5 mm @Rp. 13,590.00 / Lbr33 Kaca Bening Naco 30 x 60 cm tbl.5 mm @Rp. 10,730.00 / Lbr

I CAT / MINYAK

1 Cat dasar @Rp. 15,730.00 / Kg2 Cat Tembok setara Vinilex @Rp. 19,360.00 / Kg3 Cat Minyak untuk kayu @Rp. 35,700.00 / Kg4 Cat Minyak untuk Besi @Rp. 39,330.00 / Kg5 Cat Menie kayu @Rp. 20,570.00 / Kg6 Cat Menie besi @Rp. 25,410.00 / Kg7 Cat sending @Rp. 54,450.00 / Kg8 Cat Melamix @Rp. 59,290.00 / Kg9 Cat Vernis Jadi @Rp. 48,280.00 / Kg

10 Plamir @Rp. 15,730.00 / Kg11 Dempul gypsum @Rp. 10,410.00 / Kg12 Dempul Cat @Rp. 11,860.00 / Kg13 Minyak Cat @Rp. 11,010.00 / Kg14 Minyak Bekisting @Rp. 6,290.00 / Ltr15 Residu / Kolter @Rp. 6,530.00 / Ltr16 Soda api @Rp. 12,100.00 / Kg17 Sabun @Rp. 10,290.00 / Kg18 Kuas @Rp. 7,870.00 / Bh19 Ampelas / Kertas pasir @Rp. 1,820.00 / Lbr20 Wall paper @Rp. 30,610.00 / M2

Page 125: RAB Paving Block

1 2 3 4

J SANITASI / PIPA

1 Kloset duduk / monoblok lengkap tangki @Rp. 1,931,600.00 / Bh2 Kloset duduk / monoblok tanpa tangki @Rp. 1,391,500.00 / Bh3 Kloset jongkok porselin @Rp. 225,280.00 / Bh4 Bakkif Porselin @Rp. 3,025,000.00 / Bh5 Wastafel @Rp. 526,350.00 / Bh6 Urinoir @Rp. 557,480.00 / Bh7 @Rp. 27,350.00 / Bh8 Kran air leher angsa Ø 1/2" @Rp. 77,200.00 / Bh9 Kran shower @Rp. 92,570.00 / Bh

10 Kran Cebok @Rp. 72,240.00 / Bh11 Bak fibreglass 0,3 M3 @Rp. 181,500.00 / Bh12 Bak fibreglass 1 M3 @Rp. 522,720.00 / Bh13 Bak cuci piring stainless 2 lobang @Rp. 466,700.00 / Bh14 Bak cuci piring teraso 2 lobang @Rp. 272,250.00 / Bh15 Tempat sabun keramik @Rp. 56,270.00 / Bh16 Floor drain Ø 4" steinless @Rp. 15,000.00 / Bh17 Stop kran Ø 3/4" @Rp. 27,500.00 / Bh18 Tutup bak air Ø 1" Kuningan @Rp. 12,500.00 / Bh19 Instalasi air bersih @Rp. 100,000.00 / Ttk20 Instalasi air kotor/limbah @Rp. 125,000.00 / Ttk21 @Rp. 11,250.00 / M'22 @Rp. 17,790.00 / M'23 @Rp. 20,090.00 / M'24 @Rp. 19,240.00 / M'25 @Rp. 27,350.00 / M'26 @Rp. 56,270.00 / M'27 @Rp. 63,400.00 / M'28 @Rp. 95,950.00 / M'29 @Rp. 136,000.00 / M'30 @Rp. 201,100.00 / M'31 @Rp. 345,820.00 / M'32 @Rp. 25,300.00 / Btg33 @Rp. 7,440.00 / Btg34 @Rp. 13,620.00 / Btg35 @Rp. 19,670.00 / Btg36 @Rp. 23,190.00 / Btg37 @Rp. 26,620.00 / Btg38 @Rp. 29,840.00 / Btg39 @Rp. 49,920.00 / Btg40 @Rp. 14,770.00 / Btg41 @Rp. 20,140.00 / Btg42 @Rp. 29,520.00 / Btg43 @Rp. 37,580.00 / Btg44 @Rp. 47,600.00 / Btg45 @Rp. 50,220.00 / Btg46 @Rp. 14,770.00 / Btg47 @Rp. 20,140.00 / Btg48 @Rp. 29,520.00 / Btg49 @Rp. 33,560.00 / Btg50 @Rp. 37,580.00 / Btg51 @Rp. 47,600.00 / Btg52 @Rp. 52,440.00 / Btg53 @Rp. /54 Knee AW 1" @Rp. 5,230.00 / Bh

Kran air Ø 1/2" - 3/4"

Buis Beton 1/2 Ø 15 cmBuis Beton 1/2 Ø 20 cmBuis Beton 1/2 Ø 30 cmBuis Beton Ø 15 cmBuis Beton Ø 20 cmBuis Beton Ø 30 cmBuis Beton Ø 40 cmBuis Beton Ø 50 cmBuis Beton Ø 60 cmBuis Beton Ø 80 cmBuis Beton Ø 100 cmPipa PVC Tipe AW Ø 1/2"Pipa PVC Tipe AW Ø 3/4"Pipa PVC Tipe AW Ø 1"Pipa PVC Tipe AW Ø 1 1/2"Pipa PVC Tipe AW Ø 2"Pipa PVC Tipe AW Ø 2 1/2"Pipa PVC Tipe AW Ø 3"Pipa PVC Tipe AW Ø 4"Pipa Besi Hitam Ø 1/2"Pipa Besi Hitam Ø 3/4"Pipa Besi Hitam Ø 1"Pipa Besi Hitam Ø 1 1/2"Pipa Besi Hitam Ø 2"Pipa Besi Hitam Ø 2 1/2"Pipa Galvanis Ø 1/2"Pipa Galvanis Ø 3/4"Pipa Galvanis Ø 1"Pipa Galvanis Ø 1 1/4"Pipa Galvanis Ø 1 1/2"Pipa Galvanis Ø 2"Pipa Galvanis Ø 2 1/2"Fitting Pipa AW Ø 1"

Page 126: RAB Paving Block

55 Tee AW 1" @Rp. 7,150.00 / Bh56 Socht AW 1" @Rp. 4,680.00 / Bh57 F-Knee 1" @Rp. / Bh58 F-Tee 1" @Rp. 11,500.00 / Bh59 Bocht LL-D 1" @Rp. 24,750.00 / Bh60 Union Socht 1" @Rp. 7,430.00 / Bh61 D-Nipple 1" @Rp. 18,150.00 / Bh62 Water Moer 1" @Rp. 29,500.00 / Bh

1 2 3 4

J SANITASI / PIPA

1 Kloset duduk / monoblok lengkap tangki @Rp. 1,931,600.00 / Bh2 Kloset duduk / monoblok tanpa tangki @Rp. 1,391,500.00 / Bh3 Kloset jongkok porselin @Rp. 225,280.00 / Bh4 Bakkif Porselin @Rp. 3,025,000.00 / Bh5 Wastafel @Rp. 526,350.00 / Bh6 Urinoir @Rp. 557,480.00 / Bh7 @Rp. 27,350.00 / Bh8 Kran air leher angsa Ø 1/2" @Rp. 77,200.00 / Bh9 Kran shower @Rp. 92,570.00 / Bh

10 Kran Cebok @Rp. 72,240.00 / Bh11 Bak fibreglass 0,3 M3 @Rp. 181,500.00 / Bh12 Bak fibreglass 1 M3 @Rp. 522,720.00 / Bh13 Bak cuci piring stainless 2 lobang @Rp. 466,700.00 / Bh14 Bak cuci piring teraso 2 lobang @Rp. 272,250.00 / Bh15 Tempat sabun keramik @Rp. 56,270.00 / Bh16 Floor drain Ø 4" steinless @Rp. 15,000.00 / Bh17 Stop kran Ø 3/4" @Rp. 27,500.00 / Bh18 Tutup bak air Ø 1" Kuningan @Rp. 12,500.00 / Bh19 Instalasi air bersih @Rp. 100,000.00 / Ttk20 Instalasi air kotor/limbah @Rp. 125,000.00 / Ttk21 @Rp. 11,250.00 / M'22 @Rp. 17,790.00 / M'23 @Rp. 20,090.00 / M'24 @Rp. 19,240.00 / M'25 @Rp. 27,350.00 / M'26 @Rp. 56,270.00 / M'

27 @Rp. 63,400.00 / M'28 @Rp. 95,950.00 / M'29 @Rp. 136,000.00 / M'30 @Rp. 201,100.00 / M'31 @Rp. 345,820.00 / M'32 Bodeam 30 x 60 cm @Rp. 25,300.00 / Bh33 @Rp. 5,540.00 / M'34 @Rp. 7,440.00 / M'35 @Rp. 13,620.00 / M'36 @Rp. 19,670.00 / M'37 @Rp. 23,190.00 / M'38 @Rp. 26,620.00 / M'39 @Rp. 29,840.00 / M'40 @Rp. 49,920.00 / M'41 @Rp. 14,770.00 / M'42 @Rp. 20,140.00 / M'43 @Rp. 29,520.00 / M'44 @Rp. 37,580.00 / M'45 @Rp. 47,600.00 / M'46 @Rp. 50,220.00 / M'47 @Rp. 14,770.00 / M'48 @Rp. 20,140.00 / M'49 @Rp. 29,520.00 / M'50 @Rp. 33,560.00 / M'51 @Rp. 37,580.00 / M'52 @Rp. 47,600.00 / M'

Kran air Ø 1/2" - 3/4"

Buis Beton 1/2 Ø 15 cmBuis Beton 1/2 Ø 20 cmBuis Beton 1/2 Ø 30 cmBuis Beton Ø 15 cmBuis Beton Ø 20 cmBuis Beton Ø 30 cm

Buis Beton Ø 40 cmBuis Beton Ø 50 cmBuis Beton Ø 60 cmBuis Beton Ø 80 cmBuis Beton Ø 100 cm

Pipa PVC Tipe AW Ø 1/2"Pipa PVC Tipe AW Ø 3/4"Pipa PVC Tipe AW Ø 1"Pipa PVC Tipe AW Ø 1 1/2"Pipa PVC Tipe AW Ø 2"Pipa PVC Tipe AW Ø 2 1/2"Pipa PVC Tipe AW Ø 3"Pipa PVC Tipe AW Ø 4"Pipa Besi Hitam Ø 1/2"Pipa Besi Hitam Ø 3/4"Pipa Besi Hitam Ø 1"Pipa Besi Hitam Ø 1 1/2"Pipa Besi Hitam Ø 2"Pipa Besi Hitam Ø 2 1/2"Pipa Galvanis Ø 1/2"Pipa Galvanis Ø 3/4"Pipa Galvanis Ø 1"Pipa Galvanis Ø 1 1/4"Pipa Galvanis Ø 1 1/2"Pipa Galvanis Ø 2"

Page 127: RAB Paving Block

53 @Rp. 52,440.00 / M'@Rp. /

54 Fitting Knee AW 1" @Rp. 5,230.00 / Bh55 Fitting Tee AW 1" @Rp. 7,150.00 / Bh56 Fitting Socht AW 1" @Rp. 4,680.00 / Bh57 Bocht LL-D 1" @Rp. 24,750.00 / Bh58 Union Socht 1" @Rp. 7,430.00 / Bh59 D-Nipple 1" @Rp. 18,150.00 / Bh

1 2 3 4

K LISTRIK / ACSESORIES

1 Lampu TL 1 x 20 W Lengkap Kotak @Rp. 54,450.00 / Set2 Lampu TL 1 x 40 W Lengkap Kotak @Rp. 60,500.00 / Set3 Lampu TL 2 x 20 W Lengkap Kotak @Rp. 163,350.00 / Set4 Lampu TL 2 x 40 W Lengkap Kotak @Rp. 183,920.00 / Set5 Lampu TL Bambu 1 x 20 W Lengkap @Rp. 108,900.00 / Set6 Lampu TL Bambu 1 x 40 W Lengkap @Rp. 123,420.00 / Set7 Lampu XL 5 W + Fitting @Rp. 25,410.00 / Set8 Lampu XL 8 W + Fitting @Rp. 27,230.00 / Set9 Lampu XL 10 W + Fitting @Rp. 29,040.00 / Set

10 Lampu XL 14 W + Fitting @Rp. 33,280.00 / Set11 Lampu XL 18 W + Fitting @Rp. 33,880.00 / Set12 Lampu XL 24 W + Fitting @Rp. 38,720.00 / Set13 Lampu Downlight 5 W lengkap @Rp. 54,450.00 / Set14 Lampu Pijar 5 w + Fitting @Rp. 8,250.00 / Set15 Lampu Pijar 10 w + Fitting @Rp. 8,800.00 / Set16 Lampu Pijar 15 w + Fitting @Rp. 9,350.00 / Set17 Lampu Pijar 20 w + Fitting @Rp. 9,900.00 / Set18 Lampu Pijar 25 w + Fitting @Rp. 10,450.00 / Set19 Lampu Pijar 40 w + Fitting @Rp. 11,550.00 / Set20 Stop Kontak tanam @Rp. 10,290.00 / Bh21 Saklar tunggal @Rp. 14,520.00 / Bh22 Saklar ganda @Rp. 15,730.00 / Bh23 Saklar Triple @Rp. 18,150.00 / Bh24 Zekring box 1 grup @Rp. 26,620.00 / Unit25 Zekring box 2 grup @Rp. 31,350.00 / Unit26 Zekring box 3 grup @Rp. 38,500.00 / Unit27 Zekring box 4 grup @Rp. 46,200.00 / Unit28 MCB 2 Ampere @Rp. 35,200.00 / Unit29 MCB 4 Ampere @Rp. 42,900.00 / Unit30 MCB 6 Ampere @Rp. 67,760.00 / Unit31 MCB 8 Ampere @Rp. 99,220.00 / Unit32 @Rp. 1,120.00 / M'33 @Rp. 1,930.00 / M'34 @Rp. 8,250.00 / M'35 @Rp. 4,020.00 / M'36 @Rp. 9,900.00 / M'37 @Rp. 15,970.00 / M'38 Instalasi Listrik titik api / Lampu nyala @Rp. 101,750.00 / Ttk

Medan, Maret 2008

Diketahui Oleh : Dibuat oleh : TIM TEKNIS

Kepala Dinas Penataan Ruang dan 1. Ir. Jeremias Sinaga, MAP (………….)Permukiman Prov. Sumatera Utara

2. Ir. Herimas (………….)

3. H. Sugiarto Bharata, ST (………….)

4. Ali Muhar, ST (………….)

Pipa Galvanis Ø 2 1/2"Fitting Pipa AW Ø 1" yang terdiri dari :

Kabel Listrik NYA Ø 1,5 mmKabel Listrik NYA Ø 2,5 mmKabel Listrik NYA Ø 4 mmKabel Listrik NYM 2 Ø 1,5 mmKabel Listrik NYM 2 Ø 2,5 mmKabel Listrik NYM 2 Ø 4 mm

Page 128: RAB Paving Block

Ir. H. Syafruddin Siregar, MSi

Pembina Utama Muda 5. Sekula Karokaro, ST (………….)NIP. 400025884

6. Ebenser Saragih, SE (………….)

7. Sahat Hasudungan, ST (………….)

8. Ir. Tanogara Siahaan (………….)

9. Ali Fauzen, ST (………….)

10. Naimul Ahmad R. ST (………….)

11. Chandra, ST (………….)

Page 129: RAB Paving Block

DAFTAR ANALISA

PEKERJAAN PEMBANGUNAN GEDUNG NEGARA

NO ANALISA URAIAN HARGA

Pekerjaan Persiapan

1 Anl. 6.1 1 M' Pagar sementara dari kayu tinggi 2 meter Rp.

2 Anl. 6.2 1 M' Pagar sementara dari seng gelombang tinggi 2 meter Rp.

3 Anl. 6.3 1 M' Pagar sementara dari kawat duri tinggi 1,8 meter Rp.

4 Anl. 6.4 1 M' Pengukuran dan pemasangan bouwlank Rp.

5 Anl. 6.5 1 M² Pembuatan kantor sementara dengan lantai plesteran Rp.

6 Anl. 6.6 1 M² Pembuatan gudang semen dan alat - alat Rp.

7 Anl. 6.7 1 M² Pembuatan rumah jaga/ konstruksi kayu Rp.

8 Anl. 6.8 1 M² Membersihkan Lapangan dan peralatan Rp.

9 Anl. 6.9 1 M² Pembuatan bedeng buruh Rp.

10 Anl. 6.10 1 M² Pembuatan bak adukan ukuran (40 x 50 x 20) cm Rp.

11 Anl. 6.11 1 M² Pembuatan Stegger dari bambu ukuran (40 x 50 x 20) cm Rp.

12 Anl. 6.12 1 M² Pembuatan jalan sementara Rp.

13 Anl. 6.13 1 M³ Bongkaran beton bertulang Rp.

14 Anl. 6.14 1 M³ Bongkaran dinding tembok bata merah Rp.

15 Anl. 6.15 1 M' Pasang pagar kawat jaring galvanis, tinggi 1,00 m Rp.

16 Anl. 6.16 1 M' Pasang pagar beton pracetak (5 x 50 x 213) cm Rp.

17 Anl. 6.1 1 M³ Galian tanah biasa sedalam 1 meter Rp.

18 Anl. 6.2 1 M³ Galian tanah biasa sedalam 2 meter Rp.

19 Anl. 6.3 1 M³ Galian tanah biasa sedalam 3 meter Rp.

20 Anl. 6.4 1 M³ Galian tanah keras sedalam 1 meter Rp.

21 Anl. 6.5 1 M³ Galian tanah cadas sedalam 1 meter Rp.

22 Anl. 6.6 1 M³ Galian tanah lumpur sedalam 1 meter Rp.

23 Anl. 6.7 1 M³ Pekerjaan Stripping setinggi 1 meter Rp.

24 Anl. 6.8 1 M³ Pembuangan tanah sejauh 150 meter Rp.

25 Anl. 6.9 1 M³ Urugan kembali Rp.

26 Anl. 6.10 1 M³ Pemadatan tanah Rp.

27 Anl. 6.11 1 M³ Urugan pasir Rp.

28 Anl. 6.12 1 M³ Lapisan pudel campuran 1 Kp : 3 Ps : 7 TL Rp.

29 Anl. 6.13 1 M³ Lapisan pudel campuran 1 Kp : 5 TL Rp.

30 Anl. 6.14 1 M³ Pemasangan lapisan ijuk Rp.

31 Anl. 6.15 1 M³ Urugan sirtu Rp.

32 Anl. 6.16 1 M² Pembuatan jalan sementara, tebal 25 cm Rp.

33 Anl. 6.1 1 M³ Pasangan pondasi batu kali, 1 Pc : 1 Ps Rp.

34 Anl. 6.2 1 M³ Pasang pondasi batu kali 1 Pc : 2 Ps Rp.

35 Anl. 6.3 1 M³ Pasang pondasi batu kali, 1 Pc : 2,5 Ps Rp.

36 Anl. 6.4 1 M³ Pasang pondasi batu kali, Pc : 3 Ps Rp.

37 Anl. 6.5 1 M³ Pasang pondasi batu kali, 1 Pc : 4 Ps. Rp.

38 Anl. 6.6 1 M³ Pasang pondasi batu kali, 1 Pc : 5 Ps Rp.

39 Anl. 6.7 1 M³ Pasang pondasi batu kali, 1 Pc : 6 Ps Rp.

40 Anl. 6.8 1 M³ Pasang pondasi batu kali, Pc : 8 Ps Rp.

41 Anl. 6.9 1 M³ Pasang pondasi batu kali, 1 Kp : 1 Sm : 1 Ps Rp.

Pekerjaan Tanah

Pekerjaan Pondasi

Page 130: RAB Paving Block

42 Anl. 6.10 1 M³ Pasang pondasi batu kali, 1 Kp : 1 SM : 2 Ps Rp.

NO ANALISA URAIAN HARGA

43 Anl. 6.11 1 M³ Pasangan pondasi batu kali, 1 Pc : 1/4 Kp : 4 Ps Rp.

44 Anl. 6.12 1 M³ Pasang pondasi batu kali, 1 Pc : 3 Kp : 10 Ps Rp.

45 Anl. 6.13 1 M³ Pasang pondasi batu kali, 1/4 Pc : 1 Kp : 4 Ps Rp.

46 Anl. 6.14 1 M³ Pasang pondasi batu kosong Rp.

47 Anl. 6.15 1 M³ Pasang pondasi siklop 40 % batu kali Rp.

48 Anl. 6.16 1 M³ Pasang pondasi sumuran diameter 100 Cm Rp.

49 Anl. 6.17 1 M³ Pembuatan tiang pancang (40 x 40) Cm, beton bertulang Rp.

50 Anl. 6.18 1 M³ Pembuatan tiang pancang (35 x 35) Cm, beton bertulang Rp.

Pekerjaan Dinding

51 Anl. 6.1 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps Rp.

52 Anl. 6.2 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 2 Ps Rp.

53 Anl. 6.3 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 3 Ps Rp.

54 Anl. 6.4 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 4 Ps Rp.

55 Anl. 6.5 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 5 Ps Rp.

56 Anl. 6.6 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 6 Ps Rp.

57 Anl. 6.7 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 3 Kp : 10 Ps Rp.

58 Anl. 6.8 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 1 Ps Rp.

59 Anl. 6.9 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 2 Ps Rp.

60 Anl. 6.10 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 3 Ps Rp.

61 Anl. 6.11 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 4 Ps Rp.

62 Anl. 6.12 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 5 Ps Rp.

63 Anl. 6.13 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 6 Ps Rp.

64 Anl. 6.14 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 8 Ps Rp.

65 Anl. 6.15 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 3 Kp : 10 Ps Rp.

66 Anl. 6.16 1 m² Pasangan bata merah tebal 1/2 bata, 1Kp : 1 Sm : 1 Ps Rp.

67 Anl. 6.17 1 m² Pasangan bata merah tebal 1/2 bata, 1Kp : 1 Sm : 2 Ps Rp.

68 Anl. 6.18 1 m² Pasangan dinding holowblock (HB.20) Rp.

69 Anl. 6.19 1 m² Pasangan dinding holowblock (HB.15) Rp.

70 Anl. 6.20 1 m² Pasangan dinding holowblock (HB.10) Rp.

71 Anl. 6.21 1 m² Pasangan dinding holowblock (HB.10) Rp.

72 Anl. 6.22 1 m² Pasangan dinding Conblock (CB.15) Rp.

73 Anl. 6.23 1 m² Pasangan dinding Conblock (CB.10) Rp.

74 Anl. 6.24 1 m² Pasang dinding lantai Rp.

75 Anl. 6.25 1 m² Pasang dinding lantai Rp.

76 Anl. 6.26 1 m² Pasang bata berongga ukuran ( 5 x 11 x 24 ) cm Rp.

77 Anl. 6.27 1 m² Pasang dinding anyaman bambu, rangka kayu Rp.

Pekerjaan Plesteran

78 Anl. 6.1 1 M² Plesteran 1 Pc : 1 Ps, tebal 15 mm Rp.

79 Anl. 6.2 Rp.

80 Anl. 6.3 Rp.

81 Anl. 6.4 Rp.

82 Anl. 6.5 Rp.

83 Anl. 6.6 Rp.

84 Anl. 6.7 Rp.

85 Anl. 6.8 Rp.

86 Anl. 6.9 Rp.

87 Anl. 6.10 Rp.

Page 131: RAB Paving Block

88 Anl. 6.11 Rp.

89 Anl. 6.12 Rp.

90 Anl. 6.13 Rp.

NO ANALISA URAIAN HARGA

91 Anl. 6.14 Rp.

92 Anl. 6.15 Rp.

93 Anl. 6.16 Rp.

94 Anl. 6.17 Rp.

95 Anl. 6.18 Rp.

96 Anl. 6.19 Rp.

97 Anl. 6.20 Rp.

98 Anl. 6.21 Rp.

99 Anl. 6.22 Rp.

100 Anl. 6.23 Rp.

101 Anl. 6.24 Rp.

102 Anl. 6.25 Rp.

103 Anl. 6.26 Rp.

104 Anl. 6.27 Rp.

105 Anl. 6.28 Rp.

106 Anl. 6.29 Rp.

107 Anl. 6.30 Rp.

108 Anl. 6.31 Rp.

109 Anl. 6.32 Rp.

110 Anl 6.33 Rp.

111 Anl 6.34 Rp.

112 Anl 6.35 Rp.

113 Anl 6.36 Rp.

Pekerjaan Kayu

114 Anl 6.1 Rp.

115 Anl 6.2 Rp.

116 Anl 6.3 Rp.

117 Anl 6.4 Rp.

118 Anl 6.5 Rp.

119 Anl 6.6 Rp.

120 Anl 6.7 Rp.

121 Anl 6.8 Rp.

122 Anl 6.9 Rp.

123 Anl 6.10 Rp.

124 Anl 6.11 Rp.

125 Anl 6.12 Rp.

126 Anl 6.13 Rp.

127 Anl 6.14 Rp.

128 Anl 6.15 Rp.

129 Anl 6.16 Rp.

130 Anl 6.17 Rp.

131 Anl 6.18 Rp.

132 Anl 6.19 Rp.

133 Anl 6.20 Rp.

134 Anl 6.21 Rp.

135 Anl 6.22 Rp.

Page 132: RAB Paving Block

136 Anl 6.23 Rp.

137 Anl 6.24 Rp.

138 Anl 6.25 Rp.

139 Anl 6.26 Rp.

140 Anl 6.27 Rp.

NO ANALISA URAIAN HARGA

141 Anl 6.28 Rp.

142 Anl 6.29 Rp.

143 Anl 6.30 Rp.

144 Anl 6.31 Rp.

145 Anl 6.32 Rp.

146 Anl 6.33 Rp.

147 Anl 6.34 Rp.

148 Anl 6.35 Rp.

149 Anl 6.36 Rp.

150 Anl 6.37 Rp.

151 Anl 6.38 Rp.

152 Anl 6.39 Rp.

153 Anl 6.40 Rp.

154 Anl 6.41 Rp.

155 Anl 6.42 Rp.

156 Anl 6.43 Rp.

157 Anl 6.44 Rp.

158 Anl 6.45 Rp.

159 Anl 6.46 Rp.

160 Anl 6.47 Rp.

161 Anl 6.48 Rp.

162 Anl 6.49 Rp.

163 Anl 6.50 Rp.

164 Anl 6.51 Rp.

165 Anl 6.52 Rp.

166 Anl 6.53 Rp.

167 Anl 6.54 Rp.

168 Anl 6.55 Rp.

169 Anl 6.56 Rp.

170 Anl 6.57 Rp.

171 Anl 6.58 Rp.

172 Anl 6.59 Rp.

173 Anl 6.60 Rp.

Pekerjaan Beton

174 Anl 6.1 1 M³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr Rp. 689,389.00

175 Anl 6.2 1 M³ Membuat beton tumbuk, 1 Pc : 3 Ps : 6 Kr Rp. 669,662.00

176 Anl 6.3 1 M³ Membuat beton tumbuk, 1 Pc : 4 Ps : 6 Kr Rp. 635,279.00

177 Anl 6.4 1 M³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr, Tebal 5 Cm Rp. 43,632.40

178 Anl 6.5 1 M³ Membuat beton 1 Pc : 2 Ps : 3 Kr Rp. 692,208.00

179 Anl 6.6 1 M³ Membuat beton 1 Pc : 2 Ps : 4 Kr Rp. 782,470.00

180 Anl 6.7 1 M³ Membuat beton 1 Pc : 2 Ps : 2,5 Kr Rp. 848,548.00

181 Anl 6.8 1 M³ Membuat beton 1 Pc : 1,5 Ps : 3 Kr Rp. 813,012.00

182 Anl 6.9 1 M³ Membuat beton 1 Pc : 1,5 Ps : 2,5 Kr Rp. 899,718.00

Page 133: RAB Paving Block

183 Anl 6.10 1 M³ Membuat beton 1 Pc : 1 Ps : 2 Kr Rp. 1,004,402.00

184 Anl 6.11 1 M³ Membuat tiang pancang prestressed beton Rp. 969,710.00

185 Anl 6.12 1 M³ Membuat beton dengan puzzdith - 100 XR Rp. 846,441.00

186 Anl 6.13 1 M³ Membuat beton 1 Pc : 2 Ps : 3 Kr Rp. 1,008,899.00

187 Anl 6.14 1 M³ Membuat beton 1 Pc : 2 Ps : 4 Kr Rp. 965,577.00

188 Anl 6.15 1 M³ Membuat beton 1 Pc : 1,5 Ps : 3 Kr Rp. 1,052,858.00

189 Anl 6.16 1 M³ Membuat beton 1 Pc : 1,5 Ps : 2,5 Kr Rp. 1,099,270.00

190 Anl 6.17 1 M³ Membuat beton 1 Pc : 1 Ps : 1 Kr Rp. 1,318,310.00

NO ANALISA URAIAN HARGA

191 Anl 6.18 1 M³ Membuat beton kedap air dengan strorox - 100 Rp. 1,085,054.00

192 Anl 6.19 1 M' Memasang PVC Waterstop lebar 150 mm Rp. 9,610.00

193 Anl 6.20 1 M' Memasang PVC Waterstop lebar 200 mm Rp. 10,335.00

194 Anl 6.21 1 M' Memasang PVC Waterstop lebar 230 mm Rp. 59,810.00

195 Anl 6.22 1 M' Memasang PVC Waterstop lebar 250 mm Rp. 59,940.00

196 Anl 6.23 1 M' Memasang PVC Waterstop lebar 300 mm Rp. 68,350.00

197 Anl 6.24 Rp.

198 Anl 6.25 Rp.

199 Anl 6.26 Rp.

200 Anl 6.27 Rp.

201 Anl 6.28 Rp.

202 Anl 6.29 1 M² Pasang bekisting untuk sloof Rp. 213,172.50

203 Anl 6.30 1 M² Pasang bekisting untuk kolom Rp. 335,995.50

204 Anl 6.31 1 M² Pasang bekisting untuk balok Rp. 347,318.00

205 Anl 6.32 1 M² Pasang bekisting untuk lantai Rp. 414,995.50

206 Anl 6.33 1 M² Pasang bekisting untuk dinding Rp. 361,708.00

207 Anl 6.34 1 M² Pasang bekisting untuk tangga Rp. 306,606.00

208 Anl 6.35 1 M³ Pasang beton dengan mutu K 225 Rp. 1,469,100.00

209 Anl 6.36 1 M³ Pasang beton dengan mutu K 275 Rp. 1,495,084.00

210 Anl 6.37 1 M² Pasang jembatan cor Rp. 123,535.00

211 Anl 6.38 1 M³ Membuat pondasi beton bertulang (150 kg besi + bekisting) Rp. 4,224,475.50

212 Anl 6.39 1 M³ Membuat sloof beton bertulang (200 kg besi + bekisting) Rp. 5,405,291.00

213 Anl 6.40 1 M³ Membuat kolom beton bertulang (300 kg besi + bekisting) Rp. 9,181,802.00

214 Anl 6.41 1 M³ Membuat balok beton bertulang (200 kg besi + bekisting) Rp. 6,950,266.00

215 Anl 6.42 1 M³ Membuat balok beton bertulang (150 kg besi + bekisting) Rp. 6,393,253.50

216 Anl 6.43 1 M³ Membuat dinding beton bertulang (150 kg besi + bekisting) Rp. 6,072,193.50

217 Anl 6.44 1 M³ Membuat tangga beton bertulang (150 kg besi + bekisting) Rp. 6,435,732.50

218 Anl 6.45 1 M' Membuat kolom penguat beton bertulang (11 x 11) cm Rp. 79,692.30

219 Anl 6.46 1 M' Membuat ring balok beton bertulang (10 x 15) cm Rp. 98,143.60

Page 134: RAB Paving Block

DAFTAR ANALISA

Proyek : Peningkatan Perguruan Tinggi Agama / STAIN CurupPekerjaan : Pemasangan Paving BlockLuas : 750 M2Luas : STAIN CurupKabupaten : Rejang LebongTahun Anggaran : 2009

ANALISA URAIAN PEKERJAAN

ABK-Pper 6.4 1 M3 GALIAN TANAH BIASA 0.526 Pekerja 0.052 Mandor

ABK-PT 6.11 1 M3 URUGAN PASIR 1.200 M3 Pasir Urug 0.300 Pekerja 0.010 Mandor

ABK-Ppon 6.5 1 M3 PAS BATU PONDASI BATU KALI 1 PC : 4 PS 1.100 M3 Batu Kali 163.000 Kg Semen Type I 0.520 M3 Pasir Pasang 0.600 Oh Tukang Batu 0.060 Oh Kepala Tukang 1.500 Oh Pekerja 0.075 Oh Mandor

ABK-Ppl 6.2 1 M2 PLESTERAN TRASRAM BATU BATA 1 : 2 TEBAL 15 MM 8.520 Kg Semen Type I 0.017 M3 Pasir Pasang 0.150 Oh Tukang Batu 0.015 Oh Kepala Tukang 0.200 Oh Pekerja 0.010 Oh Mandor

ABK-Ppl 6.4 1 M2 PLESTERAN TRASRAM 1 : 4 TEBAL 15 MM 5.200 Kg Semen Type I 0.020 M3 Pasir Pasang 0.150 Oh Tukang Batu

Page 135: RAB Paving Block

0.015 Oh Kepala Tukang 0.200 Oh Pekerja 0.010 Oh Mandor

ABK-PD 6.9 1 M2 PAS TASRAM BATU BATA 1 : 2 70.000 Bh Batu Bata 18.950 Kg Semen Type I 0.038 M3 Pasir Pasang 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang 0.320 Oh Pekerja 0.150 Oh Mandor

PB 1 M2 PASANGAN PAVING BLOCK 35.000 Bh Paving Block 0.178 M3 Pasir Urug 0.350 Tukang 0.100 Kepala Tukang 0.720 Pekerja 0.350 mandor

Page 136: RAB Paving Block

DAFTAR ANALISA

HARGA SATUAN JUMLAH

Rp 40,000.00 Rp 21,040.00 Rp 50,000.00 Rp 2,600.00

Rp 23,640.00

Rp 75,000.00 Rp 90,000.00 Rp 40,000.00 Rp 12,000.00 Rp 50,000.00 Rp 500.00

Rp 102,500.00

Rp 150,000.00 Rp 165,000.00 Rp 1,300.00 Rp 211,900.00 Rp 112,000.00 Rp 58,240.00 Rp 50,000.00 Rp 30,000.00 Rp 60,000.00 Rp 3,600.00 Rp 40,000.00 Rp 60,000.00 Rp 40,000.00 Rp 3,000.00

Rp 531,740.00

Rp 1,300.00 Rp 11,076.00 Rp 112,000.00 Rp 1,904.00 Rp 50,000.00 Rp 7,500.00 Rp 60,000.00 Rp 900.00 Rp 40,000.00 Rp 8,000.00 Rp 50,000.00 Rp 500.00

Rp 29,880.00

Rp 1,300.00 Rp 6,760.00 Rp 112,000.00 Rp 2,240.00 Rp 50,000.00 Rp 7,500.00

Page 137: RAB Paving Block

Rp 60,000.00 Rp 900.00 Rp 40,000.00 Rp 8,000.00 Rp 50,000.00 Rp 500.00

Rp 25,900.00

Rp 650.00 Rp 45,500.00 Rp 1,300.00 Rp 24,635.00 Rp 112,000.00 Rp 4,256.00 Rp 50,000.00 Rp 5,000.00 Rp 60,000.00 Rp 600.00 Rp 40,000.00 Rp 12,800.00 Rp 50,000.00 Rp 7,500.00

Rp 100,291.00

Rp 1,300.00 Rp 45,500.00 Rp 175,000.00 Rp 31,150.00 Rp 130,000.00 Rp 45,500.00 Rp 150,000.00 Rp 15,000.00 Rp 100,000.00 Rp 72,000.00 Rp 130,000.00 Rp 45,500.00

Rp 254,650.00

Page 138: RAB Paving Block

RENCANA ANGGARAN BIAYA

Proyek : Peningkatan Perguruan Tinggi Agama / STAIN CurupPekerjaan :Luas :Luas :Kabupaten :Tahun Anggaran :

NO URAIAN PEKERJAAN VOLUME

I PEKERJAAN PERSIAPAN1 Pekerjaan Lantai Keramik Parkir 40x40 117.00 M22 Pekerjaan Lantai Keramik 30x30 206.52 M23 Pekerjaan Semenisasi 28.68 M34 Pekerjaan Pasangan Paving Block 54.96 M25 Pekerjaan Partisi Kaca 5,15x1,7 8.76 M26 Pekerjaan Pasangan Gypsum 38.25 M27 Pekerjaan Pasangan GRC 83.16 M28 Pekerjaan Pengecatan 18.85 M2

III PEKERJAAN BATU / PASANGAN1 Pek. Pas Batu Pondasi Batu Kali 1 PC : 4 PS 9.11 M32 Pek . Pas. Paving Block 750.00 M23 Pek. Pas Trasram Batu Bata 1 : 2 2.92 m34 Pek. Plesteran Trasram Batu Bata 1 : 2 Tebal 15 MM 25.36 M25 Pek. Plesteran Trasram 1 : 4 Tebal 15 MM 23.76 m26 Pek. Pas. Pipa Peresapan Air Hujan 1.00 Unit7 Pek. Plesteran Plapis Tebing 1 : 4 42.70 M2

IV PEKERJAAN LAIN-LAIN1 Pek. Pembersihan Akhir 1.00 Unit

Page 139: RAB Paving Block

REKAPITULASI

I PEKERJAAN PERSIAPANII 0III PEKERJAAN BATU / PASANGANIV PEKERJAAN LAIN-LAIN

Terbilang : Seratus empat belas ribu sembilan ratus delapan puluh tujuh ribu rupiah

Page 140: RAB Paving Block

RENCANA ANGGARAN BIAYA

200,345.40 23,440,411.80 198,907.00 41,078,273.64 1,300,000.00 37,286,106.00 254,650.00 13,996,327.95 1,500,000.00 13,132,500.00 115,000.00 4,398,750.00 115,000.00 9,563,400.00 30,000.00 565,500.00

199,000,000.00 143,461,269.39

14,346,126.94 157,807,396.33 20,596,301.84 5,000,000.00 15,596,301.84 10,596,301.84 5,298,150.92 2,649,075.46

25,900.00 235,949.00 254,650.00 190,987,500.00 100,291.00 292,849.72 29,880.00 757,756.80 25,900.00 615,384.00 500,000.00 500,000.00 25,000.00 1,067,500.00

194,456,939.52

500,000.00 500,000.00

HARGA HATUAN

(Rp)

JUMLAH HARGA

SATUAN (Rp)

Page 141: RAB Paving Block

500,000.00

Rp 143,461,269.39 Rp - Rp 194,456,939.52 Rp 500,000.00 Rp 338,418,208.91 Rp 33,841,820.89 Rp 372,260,029.80 Rp 114,987,000.00

Terbilang : Seratus empat belas ribu sembilan ratus delapan puluh tujuh ribu rupiah

Page 142: RAB Paving Block

RENCANA ANGGARAN BIAYA

Proyek : Peningkatan Perguruan Tinggi Agama / STAIN CurupPekerjaan : Pemasangan Paving BlockLuas : 750 M2Luas : STAIN CurupKabupaten : Rejang LebongTahun Anggaran : 2009

NO URAIAN PEKERJAAN BIAYA BOBOT %

I PEKERJAAN PERSIAPAN 143,461,269.39 42.39

II 0 - -

III PEKERJAAN BATU / PASANGAN 194,456,939.52 57.46

IV PEKERJAAN LAIN-LAIN 500,000.00 0.15 JUMLAH 338,418,208.91 100.00

Chart Title

Page 143: RAB Paving Block

RENCANA ANGGARAN BIAYA

WAKTU PELAKSANAANKETERANGANBULAN KE I BULAN KE II

1 2 3 4 1 2 3 4

5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30

- - - -

11.49 11.49 11.49 11.49 11.49

0.15 5.30 5.30 16.79 16.79 16.79 16.79 16.79 5.45 5.30 10.60 27.39 44.18 60.97 77.76 94.55 100.00

Chart Title