RAB Paving Block

ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN PA

6.1.

1 m' Pagar Sementara dari kayu tinggi 2 meter

6.1.1. -

6.1.2. -

PA

6.2.

Bahan Kayu Laut/Dolken Semen Portland Pasir Beton Koral Beton Kayu 5/7 Paku Biasa 2" - 5" Residu/colter

1.250 2.500 0.005 0.009 0.038 0.060 0.400

Btg Kg M3 M3 M3 Kg Lt

x x x x x x x

Rp 19,250 Rp 1,300 Rp 87,800 Rp 170,900 Rp 3,107,500 Rp 14,520 Rp 6,530 Jumlah (1)

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

24,062.50 3,250.00 439.00 1,538.10 118,085.00 871.20 2,612.00 150,857.80

Tenaga Tukang kayu Pekerja Kepala tukang Mandor

0.200 0.400 0.020 0.020

Oh Oh Oh Oh

x x x x

Rp 130,000 Rp 100,000 Rp 150,000 Rp 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

26,000.00 40,000.00 3,000.00 2,600.00 71,600.00 222,457.80

1 m' Pagar sementara dari seng gelombang tinggi 2 meter

6.2.1. -

6.2.2. -

Bahan Kayu Laut/Dolken Semen Portland Seng Gelombang Pasir beton Koral beton Kayu 5/7 Paku biasa 2" - 5" Meni besi

1.250 2.500 1.200 0.005 0.009 0.012 0.060 0.450

Btg Kg Lbr M3 M3 M3 Kg Kg

x x x x x x x x

Rp 19,250 Rp 1,300 Rp 59,640 Rp 87,800 Rp 170,900 Rp 3,107,500 Rp 14,520 Rp 25,410 Jumlah (1)

= = = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp

24,062.50 3,250.00 71,568.00 439.00 1,538.10 37,290.00 871.20 11,434.50 150,453.30

Tenaga Tukang kayu Pekerja Kepala tukang Mandor

0.200 0.400 0.020 0.020

Oh Oh Oh Oh

x x x x

Rp 130,000 Rp 100,000 Rp 150,000 Rp 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

26,000.00 40,000.00 3,000.00 2,600.00 71,600.00 222,053.30

PA

PA

PA

6.3

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

6.3.1. -

Bahan Kayu Laut/Dolken Semen Portland Kawat duri Pasir beton Koral beton Paku biasa 2" - 5"

1.000 2.000 1.625 0.005 0.009 0.060

Btg Kg Kg M3 M3 Kg

x x x x x x

Rp 19,250 Rp 1,300 Rp 4,030 Rp 87,800 Rp 170,900 Rp 14,520 Jumlah (1)

= = = = = = =

Rp Rp Rp Rp Rp Rp Rp

19,250.00 2,600.00 6,548.75 439.00 1,538.10 871.20 31,247.05

6.3.2. -

Tenaga Tukang kayu Pekerja Kepala tukang Mandor

0.200 0.400 0.020 0.020

Oh Oh Oh Oh

x x x x

Rp 130,000 Rp 100,000 Rp 150,000 Rp 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

26,000.00 40,000.00 3,000.00 2,600.00 71,600.00 102,847.05

6.4

Pengukuran dan Pemasangan bouplank

6.4.1. -

Bahan Kayu 5/7 Paku biasa 2" - 5" Kayu papan 3/20

0.012 M3 0.020 Kg 0.007 M3

x Rp 3,107,500 x Rp 14,520 x Rp 3,107,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

37,290.00 290.40 21,752.50 59,332.90

6.4.2. -

Tenaga Tukang kayu Pekerja Kepala tukang Mandor

0.100 0.100 0.010 0.005

x x x x

= = = = = =

Rp Rp Rp Rp Rp Rp

13,000.00 10,000.00 1,500.00 650.00 25,150.00 84,482.90

= = = = = = = = = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

24,062.50 6,732.00 138,490.00 3,073,000.00 195.00 15,020.00 24,780.00 5,577,000.00 16,100.00 8,360.00 1,087.20 21,780.00 10,254.00 0.00 8,916,860.70

130,000 = Rp 130,000 = Rp 100,000 = Rp

260,000.00 130,000.00 200,000.00

6.5

Oh Oh Oh Oh

Rp 130,000 Rp 100,000 Rp 150,000 Rp 130,000 Jumlah (2) Jumlah (1) + (2)

1 m2 Pembuatan Kantor Sementara dengan Lantai Plesteran

6.5.1. -

Bahan Kayu Laut/Dolken Kayu Batu Belah/Kali 15 - 20 cm Besi Strip Semen Portland Pasir pasang Pasir beton Koral beton Bata merah Seng plat Jendela nako Kaca polos Kunci tanam Plywood 4 mm

6.5.2. -

Tenaga Tukang kayu Tukang batu Pekerja

1.250 0.180 0.850 1.100 35.000 0.150 0.100 0.150 30.000 0.250 2.000 0.080 0.150 0.060

Btg M3 Kg Kg Kg M3 M3 M3 Bh Lbr Bh M2 Bh Lbr

2.000 Oh 1.000 Oh 2.000 Oh

x x x x x x x x x x x x x x

Rp 19,250 Rp 37,400 Rp 125,900 Rp 87,800 Rp 1,300 Rp 150,200 Rp 165,200 Rp 185,900 Rp 64,400 Rp 4,180 Rp 13,590 Rp 145,200 Rp 170,900 Rp 202,700 Jumlah (1)

x Rp x Rp x Rp

- Kepala tukang - Mandor

PA

PA

6.6. 6.6.1. -

Bahan Kayu Laut/Dolken Kayu Paku biasa Semen Portland Pasir beton Koral beton Seng gelombang bjls 20 - 7"

6.2.2. -

Tenaga Tukang kayu Pekerja Kepala tukang Mandor

6.7

PA

= = = =

Rp Rp Rp Rp

45,000.00 6,500.00 641,500.00 9,558,360.70

1.700 0.210 0.300 10.500 0.030 0.050 1.500

Btg M3 Kg Kg M3 M3 Lbr

x x x x x x x

Rp 19,250 Rp 37,400 Rp 125,900 Rp 1,300 Rp 165,200 Rp 185,900 Rp 59,640 Jumlah (1)

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

32,725.00 7,854.00 37,770.00 13,650.00 4,956.00 9,295.00 89,460.00 195,710.00

0.200 0.400 0.020 0.020

Oh Oh Oh Oh

x x x x

Rp 130,000 Rp 100,000 Rp 150,000 Rp 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

26,000.00 40,000.00 3,000.00 2,600.00 71,600.00 267,310.00

1m² Pembuatan rumah jaga / kontruksi kayu

-

Bahan Kayu Laut/Dolken Kayu Paku biasa Seng gelombang bjls 20 - 7"

3.000 0.276 0.700 1.500

Btg M³ Kg Lbr

x x x x

Rp 19,250 Rp 37,400 Rp 125,900 Rp 59,640 Jumlah (1)

= = = = =

Rp Rp Rp Rp Rp

57,750.00 10,322.40 88,130.00 89,460.00 245,662.40

-

Tenaga Tukang kayu Pekerja Kepala Tukang Mandor

1.500 1.000 0.150 0.050

Oh Oh Oh Oh

x x x x

Rp 130,000 Rp 100,000 Rp 150,000 Rp 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

195,000.00 100,000.00 22,500.00 6,500.00 324,000.00 569,662.40

x Rp x Rp Jumlah

100,000 = Rp 130,000 = Rp = Rp

10,000.00 6,500.00 16,500.00

x x x x x

19,250 37,400 125,900 1,300 165,200

24,062.50 6,956.40 37,770.00 23,400.00 4,956.00

6.7.2

6.8 6.8.1

x Rp 150,000 x Rp 130,000 Jumlah (2) Jumlah (1) + (2)

1 M² Pembuatan gudang semen dan alat - alat

6.7.1

PA

0.300 Oh 0.050 Oh

1 m² Membersihkan lapangan dan perataan Tenaga - Pekerja - Mandor

6.9

0.100 Oh 0.050 Oh

1 m² Pembuatan bedeng buruh

6.9.1 -

Bahan Kayu Laut/Dolken Kayu Paku biasa Semen portland Pasir beton

1.250 0.186 0.300 18.000 0.030

Btg M³ Kg Kg M³

Rp Rp Rp Rp Rp

= = = = =

Rp Rp Rp Rp Rp

- Koral beton - Seng gelombang bjls 20 - 7" - Plywood 4mm

6.9.2 -

PA

Tenaga Tukang kayu Pekerja Kepala tukang Mandor

= = = =

Rp Rp Rp Rp

9,295.00 89,460.00 273,645.00 469,544.90

2.000 1.000 0.200 0.050

x x x x

= = = = = =

Rp Rp Rp Rp Rp Rp

260,000.00 100,000.00 30,000.00 6,500.00 396,500.00 866,044.90

0.036 M3 x Rp 52,300 0.080 Kg x Rp 125,900 1.000 Btg x Rp 1,300 Jumlah (1)

= = = =

Rp Rp Rp Rp

1,882.80 10,072.00 1,300.00 13,254.80

0.300 Oh 0.002 Oh

= = = =

Rp Rp Rp Rp

39,000.00 195.00 39,195.00 52,449.80

1.000 Btg x Rp 62,900 = Rp 0.250 Kg x Rp #REF! = Rp Jumlah (1) = Rp

62,900.00 #REF! #REF!

0.017 0.002 0.250 0.013

Oh Oh Oh Oh

Rp 130,000 Rp 100,000 Rp 150,000 Rp 130,000 Jumlah (2) Jumlah (1) + (2)

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

6.10.1. -

Bahan Waterfroof Paku biasa Kaso 5/7

6.11.

x Rp 130,000 x Rp 130,000 Jumlah (2) Jumlah (1) + (2)

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

6.11.1 Bahan - Bambu ø 6 - 8 / 600 cm - Tali ijuk

6.11.2 Tenaga - Tukang kayu - Kepala tukang - Pekerja - Mandor

PA

x Rp 185,900 x Rp 59,640 x Rp 202,700 Jumlah (1)

6.10.

6.10.2 Tenaga - Tukang kayu - Mandor

PA

0.050 M³ 1.500 Lbr 1.350 Lbr

6.12

1 m² Pembuatan jalan sementara

6. 12.1 -

Bahan Batu belah 15/20 Batu pecah 5/7 Pasir pasang

6.12.2 Tenaga - Pekerja - Mandor

Oh Oh Oh Oh

x x x x

Rp 130,000 Rp 150,000 Rp 100,000 Rp 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

2,210.00 300.00 25,000.00 1,690.00 29,200.00 #REF!

0.150 M³ 0.090 M³ 0.010 M³

x Rp 125,900 x Rp 150,200 x Rp 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

18,885.00 13,518.00 765.00 33,168.00

1.000 Oh 0.050 Oh

x Rp 100,000 = Rp x Rp 130,000 = Rp Jumlah (2) = Rp

100,000.00 6,500.00 106,500.00

Jumlah (1) + (2) PA

6.13

6.14

PA

6.15

6.667 Oh 0.333 Oh

x Rp x Rp Jumlah

100,000 = Rp 130,000 = Rp = Rp

666,700.00 43,290.00 709,990.00

x Rp x Rp Jumlah

100,000 = Rp 130,000 = Rp = Rp

500,000.00 32,500.00 532,500.00

1m³ Bongkaran dinding tembok bata merah

6.14.1 Tenaga - Pekerja - Mandor

PA

139,668.00

1 m³ Bongkaran beton betulang

6.13.1 Tenaga - Pekerja - Mandor

PA

= Rp

5.000 Oh 0.250 Oh

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 Jumlah (1) = Rp

102,402.30 102,402.30

6.15.2. -

Tenaga Pekerja Kepala tukang Tukang Mandor

0.042 0.004 0.042 0.002

x x x x

6.16

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

6.16.1. -

Bahan Panel beton pracetak Kolom beton pracetak Pasir beton Koral 2/3 Batu Bata biasa 5x10x20 cm

6.16.2. -

Tenaga Pekerja Kepala tukang Tukang Mandor

Oh Oh Oh Oh

Rp 100,000 Rp 150,000 Rp 130,000 Rp 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

4,200.00 600.00 5,460.00 260.00 10,520.00 112,922.30

0.986 0.525 0.074 0.146 45.000

Lbr Btg M³ M³ Kg

x x x x x

Rp 177,700 Rp 0 Rp 165,200 Rp 0 Rp 1,300 Jumlah (1)

= = = = = =

Rp Rp Rp Rp Rp Rp

175,212.20 0.00 12,224.80 0.00 58,500.00 245,937.00

0.042 0.004 0.042 0.002

Oh Oh Oh Oh

x x x x

Rp 100,000 Rp 150,000 Rp 130,000 Rp 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

4,200.00 600.00 5,460.00 260.00 10,520.00 256,457.00

ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH PT

6.1.

1 m³ Galian tanah biasa sedalam 1 meter

6.1.1. Tenaga - Pekerja - Mandor

PT

6.2.

6.3.

6.4. 6.4.

PT

6.5.

6.6..

Tenaga - Pekerja - Mandor

6.7.

6.8.

100,000 = 130,000 = =

Rp. Rp. Rp.

52,600.00 6,838.00 59,438.00

0.735 Oh x Rp. 0.0735 Oh x Rp. Jumlah (1)

100,000 = 130,000 = =

Rp. Rp. Rp.

73,500.00 9,555.00 83,055.00

0.625 Oh x Rp. 0.062 Oh x Rp. Jumlah

100,000 = 130,000 = =

Rp. Rp. Rp.

62,500.00 8,060.00 70,560.00

1.250 Oh x Rp. 0.125 Oh x Rp. Jumlah

100,000 = 130,000 = =

Rp. Rp. Rp.

125,000.00 16,250.00 141,250.00

100,000 = 130,000 = =

Rp. Rp. Rp.

82,300.00 10,790.00 93,090.00

100,000 = 130,000 = =

Rp. Rp. Rp.

5,000.00 650.00 5,650.00

100,000 = 130,000 =

Rp. Rp. Rp.

51,500.00 6,695.00 58,195.00

1 m³ Galian tanah lumpur sedalam 1 meter

0.823 Oh x Rp. 0.083 Oh x Rp. Jumlah

1 m² Pekerjaan stripping setinggi 1 meter

6.7.1. Tenaga - Pekerja - Mandor

PT

0.526 Oh x Rp. 0.0526 Oh x Rp. Jumlah (1)

1 m³ Galian tanah cadas sedalam 1 meter

6.6.1. Tenaga - Pekerja - Mandor

PT

40,000.00 5,200.00 45,200.00

1 m³ Galian tanah keras sedalam 1 meter

6.5.1. Tenaga - Pekerja - Mandor

PT

Rp. Rp. Rp.

1 m³ Galian tanah biasa sedalam 3 meter

6.3.1. Tenaga - Pekerja - Mandor

PT

100,000 = 130,000 = =

1 m³ Galian tanah biasa sedalam 2 meter

6.2.1. Tenaga - Pekerja - Mandor

PT

0.400 Oh x Rp. 0.040 Oh x Rp. Jumlah (1)

0.050 Oh x Rp. 0.005 Oh x Rp. Jumlah (1)

1 m³ Pembuangan tanah sejauh 150 meter

6.8.1. Tenaga - Pekerja - Mandor

0.515 Oh x Rp. 0.0515 Oh x Rp. Jumlah

PT

6.9.

1 m³ Urugan kembali

6.9.1. Tenaga - Pekerja - Mandor

PT

6.10.

6.11.

100,000 = 130,000 = =

Rp. Rp. Rp.

19,200.00 2,470.00 21,670.00

0.500 Oh x Rp. 0.050 Oh x Rp. Jumlah

100,000 = 130,000 = =

Rp. Rp. Rp.

50,000.00 6,500.00 56,500.00

64,400 = =

Rp. Rp.

77,280.00 77,280.00

Rp. Rp. Rp. Rp.

30,000.00 1,950.00 31,950.00 109,230.00

1 m³ Pemadatan tanah

6.10.1. Tenaga - Pekerja - Mandor

PT

0.192 Oh x Rp. 0.019 Oh x Rp. Jumlah

1 m³ Urugan pasir

6.11.1. Bahan - Pasir urug

6.11.2. Tenaga - Pekerja - Mandor

1.200 M³

x Rp. Jumlah (1)

0.300 Oh x Rp. 100,000 0.015 Oh x Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = =

PT

6.12.

1 m³ Lapisan pudel campuran 1 Kp : 3 Ps : 7 TL

6.12.1. -

Bahan Pasir urug Kapur padam Tanah liat

6.12.2. Tenaga - Pekerja - Mandor

PT

6.13.

x Rp. x Rp. x Rp. Jumlah (1)

64,400 = 1,840 = 62,900 = =

Rp. Rp. Rp. Rp.

21,252.00 200.56 47,992.70 69,445.26

= = = =

Rp. Rp. Rp. Rp.

50,000.00 6,500.00 56,500.00 125,945.26

1,840 = 62,900 = =

Rp. Rp. Rp.

368.00 62,900.00 63,268.00

= = = =

Rp. Rp. Rp. Rp.

50,000.00 6,500.00 56,500.00 119,768.00

140,900 = 170,900 = 76,500 = =

Rp. Rp. Rp. Rp.

38,747.50 5,127.00 3,825.00 47,699.50

Rp. Rp. Rp. Rp.

50,000.00 6,500.00 56,500.00 104,199.50

0.500 Oh x Rp. 100,000 0.050 Oh x Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

1 m³ Lapisan pudel campuran 1 Kp : 5 TL

6.13.1. Bahan - Kapur padam - Tanah liat

6.13.2. Tenaga - Pekerja - Mandor

PT

0.330 M³ 0.109 M³ 0.763 M³

0.200 M³ 1.000 M³

x Rp. x Rp. Jumlah (1)

0.500 Oh x Rp. 100,000 0.050 Oh x Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

6.16.

1 m³ Pembuatan jalan sementara, tebal 25 cm

6.16.1. -

Bahan Batu belah 10/15 Batu koral 5/7 Pasir pasang

0.275 M³ 0.030 M³ 0.050 M³

x Rp. x Rp. x Rp. Jumlah (1)

6.16.2. Tenaga - Pekerja - Mandor

0.500 Oh x Rp. 100,000 0.050 Oh x Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = =

ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI PP

6.1.

1 M³ Pasangan pondasi batu kali, 1 Pc : 1 Ps

6.1.1. Bahan : - Batu belah 15/20 - Semen porland - Pasir pasang

6.1.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

PP

6.2.

6.2.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

6.3.

1.500 0.600 0.060 0.075

Oh Oh Oh Oh

x Rp. 125,900.00 x Rp. 1,300.00 x Rp. 76,500.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

138,490.00 509,600.00 24,021.00 672,111.00

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 918,861.00

x Rp. 125,900.00 x Rp. 1,300.00 x Rp. 76,500.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

138,490.00 347,100.00 32,665.50 518,255.50

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 765,005.50

x Rp. 125,900.00 x Rp. 1,300.00 x Rp. 76,500.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

138,490.00 509,600.00 24,021.00 672,111.00

x x x x

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 918,861.00

1 M³ Pasang pondasi batu kali 1 Pc : 2 Ps

6.2.1. Bahan - Batu belah 15/20 cm - Semen porland - Pasir Pasang

PP

1.100 M³ 392.000 Kg 0.314 M³

1.100 M³ 267.000 Kg 0.427 M³

1.500 0.600 0.060 0.075

Oh Oh Oh Oh

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

6.3.1. Bahan - Batu belah 15/20 cm - Semen porland - Pasir Pasang

6.3.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

1.100 M³ 392.000 Kg 0.314 M³

1.500 0.600 0.060 0.075

Oh Oh Oh Oh

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

PP

6.4.

1 M³ Pasang pondasi batu kali, 1 Pc : 3 Ps

6.4.1. Bahan - Batu belah 15/20 cm - Semen porland - Pasir Pasang

6.4.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

PP

6.5.

6.5.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

6.6.

6.6.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

6.7.

Oh Oh Oh Oh

= = = =

Rp. Rp. Rp. Rp.

138,490.00 262,600.00 37,102.50 438,192.50

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 684,942.50

1.100 M³ 163.000 Kg 0.520 M³

x Rp. 125,900.00 x Rp. 1,300.00 x Rp. 76,500.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

138,490.00 211,900.00 39,780.00 390,170.00

1.500 0.600 0.060 0.075

Oh Oh Oh Oh

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 636,920.00

x Rp. 125,900.00 x Rp. 1,300.00 x Rp. 76,500.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

138,490.00 176,800.00 41,616.00 356,906.00

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = =

Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 603,656.00

x Rp. 125,900.00 x Rp. 1,300.00 x Rp. 76,500.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

138,490.00 152,100.00 42,916.50 333,506.50

x Rp. x Rp.

= Rp. = Rp.

150,000.00 78,000.00

1 M³ Pasang pondasi batu kali, 1 Pc : 5 Ps

6.6.1. Bahan - Batu belah 15/20 cm - Semen porland - Pasir Pasang

PP

1.500 0.600 0.060 0.075

x Rp. 125,900.00 x Rp. 1,300.00 x Rp. 76,500.00 Jumlah (1)

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

6.5.1. Bahan - Batu belah 15/20 cm - Semen porland - Pasir Pasang

PP

1.100 M³ 202.000 Kg 0.485 M³

1.100 M³ 136.000 Kg 0.544 M³

1.500 0.600 0.060 0.075

Oh Oh Oh Oh

1 M³ Pasang pondasi batu kali, 1 Pc : 6 Ps

6.7.1. Bahan - Batu belah 15/20 cm - Semen porland - Pasir Pasang 6.7.2. Tenaga - Pekerja - Tukang batu

1.100 M³ 117.000 Kg 0.561 M³

1.500 Oh 0.600 Oh

100,000.00 130,000.00

- Kepala tukang - Mandor

PP

6.8.

6.8.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

PP

PP

6.9.

x Rp. 150,000.00 x Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = =

Rp. Rp. Rp. Rp.

9,000.00 9,750.00 246,750.00 580,256.50

x Rp. 125,900.00 x Rp. 1,300.00 x Rp. 76,500.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

138,490.00 118,300.00 42,916.50 299,706.50

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 546,456.50

1 M³ Pasang pondasi batu kali, Pc : 8 Ps

6.8.1. Bahan - Batu belah 15/20 cm - Semen porland - Pasir Pasang

PP

0.060 Oh 0.075 Oh

1.100 M³ 91.000 Kg 0.561 M³

1.500 0.600 0.060 0.075

Oh Oh Oh Oh

1 M³ Pasang pondasi batu kali, 1 Kp : 1 Sm : 1 Ps

6.9.1. Bahan - Batu belah 15/20 cm - Kapur pasang - Batu Bata biasa 5x10x20 cm - Pasir Pasang

1.100 0.229 0.229 0.544

M³ Kg M³ M³

x x x x

Rp. 125,900.00 Rp. 187,000.00 Rp. 25,080.00 Rp. 6,270.00 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

138,490.00 42,823.00 5,743.32 3,410.88 190,467.20

6.9.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

1.500 0.600 0.060 0.075

Oh Oh Oh Oh

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 437,217.20

6.10.

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

6.10.1. Bahan - Batu belah 15/20 cm - Kapur pasang - Batu Bata biasa 5x10x20 cm - Pasir Pasang

1.100 0.170 0.170 0.340

M³ Kg M³ M³

x x x x

Rp. 125,900.00 Rp. 187,000.00 Rp. 25,080.00 Rp. 6,270.00 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

138,490.00 31,790.00 4,263.60 2,131.80 176,675.40

6.10.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

1.500 0.600 0.060 0.075

Oh Oh Oh Oh

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 423,425.40

Rp. Rp. Rp. Rp.

= = = =

Rp. Rp. Rp. Rp.

138,490.00 3,912,480.00 5,984.00 3,661.68

6.11.

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

6.11.1. Bahan - Batu belah 15/20 cm - Kayu Profil 4" - Kapur pasang - Pasir Pasang

1.100 156.000 0.032 0.584

M³ Kg M³ M³

x x x x

125,900.00 25,080.00 187,000.00 6,270.00

6.11.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

PP

6.12.

6.12.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

6.13.

6.13.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

6.14.

4,060,615.68

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 4,307,365.68

1.100 61.000 0.147 0.492

M³ Kg M³ M³

x x x x

Rp. 125,900.00 Rp. 25,080.00 Rp. 187,000.00 Rp. 6,270.00 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

138,490.00 1,529,880.00 27,489.00 3,084.84 1,698,943.84

1.500 0.600 0.060 0.075

Oh Oh Oh Oh

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 1,945,693.84

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

6.13.1. Bahan - Batu belah 15/20 cm - Kayu Profil 4" - Kapur pasang - Pasir Pasang

PP

Oh Oh Oh Oh

= Rp.

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

6.12.1. Bahan - Batu belah 15/20 cm - Kayu Profil 4" - Kapur pasang - Pasir Pasang

PP

1.500 0.600 0.060 0.075

Jumlah (1)

1.100 41.000 0.131 0.523

M³ Kg M³ M³

x x x x

Rp. 125,900.00 Rp. 25,080.00 Rp. 187,000.00 Rp. 6,270.00 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

138,490.00 1,028,280.00 24,497.00 3,279.21 1,194,546.21

1.500 0.600 0.060 0.075

Oh Oh Oh Oh

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

150,000.00 78,000.00 9,000.00 9,750.00 246,750.00 1,441,296.21

1 M³ Pasang pondasi batu kosong

6.14.1. Bahan - Batu belah 10/15 cm - Pasir pasang

1.200 M³ 0.300 M³

x Rp. 140,900.00 x Rp. 76,500.00 Jumlah (1)

= Rp. = Rp. = Rp.

169,080.00 22,950.00 192,030.00

6.14.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

0.780 0.390 0.039 0.039

x x x x

= = = = = =

78,000.00 50,700.00 5,850.00 5,070.00 139,620.00 331,650.00

Oh Oh Oh Oh

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

Rp. Rp. Rp. Rp. Rp. Rp.

PP

6.15.

1 M³ Pasang pondasi siklop 40 % batu kali

6.15.1. Bahan - Besi beton - Semen portland - Pasir beton - Koral beton - Kawat beton

6.15.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

PP

6.16.

6.16.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

6.17.

Kg Kg Kg M³ Kg

x x x x x

Rp. 14,410.00 Rp. 1,300.00 Rp. 87,800.00 Rp. 185,900.00 Rp. 16,830.00 Jumlah (1)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

1,080,750.00 262,600.00 28,096.00 91,091.00 13,464.00 1,476,001.00

3.000 0.850 0.085 0.150

Oh Oh Oh Oh

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

300,000.00 110,500.00 12,750.00 19,500.00 442,750.00 1,918,751.00

x Rp. 125,900.00 x Rp. 1,300.00 x Rp. 76,500.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

56,655.00 364,000.00 51,255.00 471,910.00

x x x x

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

238,000.00 39,000.00 4,500.00 10,400.00 291,900.00 763,810.00

1 M³ Pasang pondasi sumuran diameter 100 Cm

6.16.1. Bahan - Batu belah 15/20 cm - Semen portland - Pasir Pasang

PP

75.000 202.000 0.320 0.490 0.800

0.450 M³ 280.000 Kg 0.670 M³

2.380 0.300 0.030 0.080

Oh Oh Oh Oh

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

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

6.17.1. Bahan - Pasir urug darat - Pasir beton - Koral beton - Semen porland - Besi beton - Kawat beton - Kayu kaso 5/7 - Paku - Minyak bekisting - Plamur tembok 6.17.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

0.019 0.094 0.150 60.500 45.000 0.900 0.032 0.120 0.090 0.240

M³ M³ M³ Kg Kg Kg M³ Kg Lt Kg

x x x x x x x x x x

Rp. 64,400.00 Rp. 87,800.00 Rp. 185,900.00 Rp. 1,300.00 Rp. 14,410.00 Rp. 16,830.00 Rp. 3,107,500.00 Rp. 14,520.00 Rp. 6,290.00 Rp. 15,730.00 Jumlah (1)

= = = = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

1,223.60 8,253.20 27,885.00 78,650.00 648,450.00 15,147.00 99,440.00 1,742.40 566.10 3,775.20 885,132.50

1.000 0.670 0.067 0.050

Oh Oh Oh Oh

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

100,000.00 87,100.00 10,050.00 6,500.00 203,650.00 1,088,782.50

PP

6.18.

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

6.18.1. Bahan - Pasir urug darat - Pasir beton - Koral beton - Semen porland - Besi beton - Kawat beton - Kayu kaso 5/7 - Paku - Minyak bekisting - Plamur tembok

6.18.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor

0.016 0.080 0.125 49.000 34.500 0.700 0.027 0.120 0.090 0.200

M³ M³ M³ Kg Kg Kg M³ Kg Lt Kg

x x x x x x x x x x

Rp. 64,400.00 Rp. 87,800.00 Rp. 185,900.00 Rp. 1,300.00 Rp. 14,410.00 Rp. 16,830.00 Rp. 3,107,500.00 Rp. 14,520.00 Rp. 6,290.00 Rp. 15,730.00 Jumlah (1)

= = = = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

1,030.40 7,024.00 23,237.50 63,700.00 497,145.00 11,781.00 83,902.50 1,742.40 566.10 3,146.00 693,274.90

0.800 0.500 0.050 0.040

Oh Oh Oh Oh

x x x x

Rp. 100,000.00 Rp. 130,000.00 Rp. 150,000.00 Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

80,000.00 65,000.00 7,500.00 5,200.00 157,700.00 850,974.90

ANALISA BIAYA KONSTRUKSI PEKERJAAN 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 - Semen portland - Pasir pasang

6.1.2 -

PD

6.2 6.2.1

Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang

-

6.3 6.3.1

6.4.1

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang

-

6.4

Oh Oh Oh Oh

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

100,800.00 83,239.00 4,513.50 188,552.50

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

65,000.00 26,000.00 3,000.00 3,900.00 97,900.00 286,452.50

140.000 Bh 43.500 Kg 0.080 M³

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

100,800.00 56,550.00 6,120.00 163,470.00

0.650 0.200 0.020 0.030

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

65,000.00 26,000.00 3,000.00 3,900.00 97,900.00 261,370.00

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

100,800.00 42,835.00 6,961.50 150,596.50

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

65,000.00 26,000.00 3,000.00 3,900.00 97,900.00 248,496.50

x

Rp.

720 =

Rp

100,800.00

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

6.3.2

PD

0.650 0.200 0.020 0.030

x x x

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

6.2.2

PD

Tenaga Pekerja Tukang batu Kepala tukang Mandor

140.000 Bh 64.030 Kg 0.059 M³

Tenaga Pekerja Tukang batu Kepala tukang Mandor

140.000 Bh 32.950 Kg 0.091 M³

0.650 0.200 0.020 0.030

Oh Oh Oh Oh

1 m² Pasangan bata merah tebal 1 bata, 1Pc : 4 Ps Bahan - Bata merah 5 x 10 x 20 cm

140.000 Bh

- Semen portland - Pasir pasang

6.4.2 -

PD

6.5 6.5.1

Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang

-

6.6 6.6.1

0.650 0.200 0.020 0.030

Oh Oh Oh Oh

x x

Rp. Rp.

1,300 = 76,500 = Jumlah (1) =

Rp Rp Rp

34,515.00 7,114.50 142,429.50

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

65,000.00 26,000.00 3,000.00 65,000.00 94,000.00 236,429.50

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

100,800.00 28,860.00 7,803.00 137,463.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

65,000.00 0.00 0.00 3,900.00 68,900.00 206,363.00

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

100,800.00 28,860.00 7,803.00 137,463.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

65,000.00 26,000.00 3,000.00 3,900.00 97,900.00 235,363.00

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

6.5.2

PD

Tenaga Pekerja Tukang batu Kepala tukang Mandor

26.550 Kg 0.093 M³

Tenaga Pekerja Tukang batu Kepala tukang Mandor

140.000 Bh 22.200 Kg 0.102 M³

0.650 0.200 0.020 0.030

Oh Oh Oh Oh

1 m² Pasangan bata merah tebal 1 bata, 1Pc : 6 Ps Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang

6.6.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

140.000 Bh 22.200 Kg 0.102 M³

0.650 0.200 0.020 0.030

Oh Oh Oh Oh

PD

6.7 6.7.1

1 m² Pasangan bata merah tebal 1 bata, 1Pc : 3 Kp : 10 Ps Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang

6.7.2 -

PD

6.8 6.8.1

Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang

6.9 6.9.1

0.650 0.200 0.020 0.030

Oh Oh Oh Oh

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

100,800.00 13,104.00 7,076.25 20,180.25

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

65,000.00 26,000.00 3,000.00 3,900.00 97,900.00 118,080.25

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

50,400.00 36,140.00 2,142.00 88,682.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 13,000.00 1,500.00 1,950.00 48,450.00 137,132.00

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

50,400.00 24,635.00 2,907.00 77,942.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 13,000.00 1,500.00 1,950.00 48,450.00 126,392.00

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

6.8.2 -

PD

Tenaga Pekerja Tukang batu Kepala tukang Mandor

140.000 Bh 10.080 Kg 0.0925 M³

Tenaga Pekerja Tukang batu Kepala tukang Mandor

70.000 Bh 27.800 Kg 0.028 M³

0.320 0.100 0.010 0.015

Oh Oh Oh Oh

1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 2 Ps Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang

6.9.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

70.000 Bh 18.950 Kg 0.038 M³

0.320 0.100 0.010 0.015

Oh Oh Oh Oh

PD

PD

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 Semen portland Pasir pasang

6.10.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

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 Semen portland Pasir pasang

6.11.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

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 Semen portland Pasir pasang

6.12.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

70.000 Bh 14.370 Kg 0.040 M³

0.320 0.100 0.010 0.015

Oh Oh Oh Oh

70.000 Bh 11.500 Kg 0.043 M³

0.320 0.100 0.010 0.015

Oh Oh Oh Oh

70.000 Bh 9.680 Kg 0.045 M³

0.320 0.100 0.010 0.015

Oh Oh Oh Oh

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

50,400.00 18,681.00 3,060.00 72,141.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 13,000.00 1,500.00 1,950.00 48,450.00 120,591.00

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

50,400.00 14,950.00 3,289.50 68,639.50

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 13,000.00 1,500.00 1,950.00 48,450.00 117,089.50

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

50,400.00 12,584.00 3,442.50 66,426.50

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 13,000.00 1,500.00 1,950.00 48,450.00 114,876.50

PD

PD

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 Semen portland Pasir pasang

6.13.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

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 Semen portland Pasir pasang

6.14.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

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 Semen portland Pasir pasang Kapur pasang

6.15.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

70.000 Bh 8.320 Kg 0.049 M³

0.320 0.100 0.010 0.015

Oh Oh Oh Oh

70.000 Bh 6.500 Kg 0.050 M³

0.320 0.100 0.010 0.015

Oh Oh Oh Oh

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

50,400.00 10,816.00 3,748.50 64,964.50

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 13,000.00 1,500.00 1,950.00 48,450.00 113,414.50

x x x

Rp. Rp. Rp.

720 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

50,400.00 8,450.00 3,825.00 62,675.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 13,000.00 1,500.00 1,950.00 48,450.00 111,125.00

70.000 4.500 0.050 0.015

Bh Kg M³ M³

x x x x

Rp. Rp. Rp. Rp.

720 1,300 76,500 0 Jumlah (1)

= = = = =

Rp Rp Rp Rp Rp

50,400.00 5,850.00 3,825.00 0.00 60,075.00

0.320 0.100 0.010 0.015

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 13,000.00 1,500.00 1,950.00 48,450.00 108,525.00

PD

PD

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 Kawat Duri Pasir pasang Kapur padam

6.16.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

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 Kawat Duri Pasir pasang Kapur padam

6.17.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

6.18

1 m² Pasangan dinding holowblock (HB.20)

6.18.1 -

Bahan Hollow block (HB.20) Semen portland Pasir pasang Besi beton polos

6.18.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

70.000 0.018 0.018 0.018

Bh M³ M³ M³

x x x x

Rp. Rp. Rp. Rp.

720 4,030 76,500 68,290 Jumlah (1)

= = = = =

Rp Rp Rp Rp Rp

50,400.00 72.54 1,377.00 1,229.22 53,078.76

0.320 0.100 0.010 0.015

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 13,000.00 1,500.00 1,950.00 48,450.00 101,528.76

70.000 0.014 0.028 0.014

Bh Kg M³ M³

x x x x

Rp. Rp. Rp. Rp.

720 1,300 76,500 68,290 Jumlah (1)

= = = = =

Rp Rp Rp Rp Rp

50,400.00 18.20 2,142.00 956.06 53,516.26

0.320 0.100 0.010 0.015

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 13,000.00 1,500.00 1,950.00 48,450.00 101,966.26

12.500 13.500 0.048 1.950

Bh Kg M³ M³

x x x x

Rp. Rp. Rp. Rp.

17,070 1,300 76,500 168,250 Jumlah (1)

= = = = =

Rp Rp Rp Rp Rp

213,375.00 17,550.00 3,672.00 328,087.50 562,684.50

0.320 0.150 0.015 0.017

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 19,500.00 2,250.00 2,210.00 55,960.00 618,644.50

PD

PD

PD

6.19

1 m² Pasangan dinding holowblock (HB.15)

6.19.1 -

Bahan Hollow block (HB.15) Semen portland Pasir pasang Besi beton polos

6.19.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

6.20

1 m² Pasangan dinding holowblock (HB.10)

6.20.1 -

Bahan Hollow block (HB.10) Semen portland Pasir pasang Besi beton polos

6.20.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

6.21

1 m² Pasangan dinding conblock (CB.20)

6.21.1 -

Bahan Concrete block (CB 20) Semen portland Pasir beton Pasir pasang Besi beton polos Paku biasa 2" - 5" Kayu sembarang Kawat beton Koral beton

12.500 10.450 0.038 1.950

Bh Kg M³ M³

x x x x

Rp. Rp. Rp. Rp.

8,540 1,300 76,500 168,250 Jumlah (1)

= = = = =

Rp Rp Rp Rp Rp

106,750.00 13,585.00 2,907.00 328,087.50 451,329.50

0.320 0.120 0.012 0.015

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 15,600.00 1,800.00 1,950.00 51,350.00 502,679.50

12.500 7.500 0.027 1.950

Bh Kg M³ M³

x x x x

Rp. Rp. Rp. Rp.

17,330 1,300 76,500 168,250 Jumlah (1)

= = = = =

Rp Rp Rp Rp Rp

216,625.00 9,750.00 2,065.50 328,087.50 556,528.00

0.320 0.100 0.010 0.015

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 13,000.00 1,500.00 1,950.00 48,450.00 604,978.00

Bh Kg M³ M³ Bh Kg M³ M³ M³

x x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

2,920 1,300 87,800 76,500 14,410 14,520 3,107,500 16,830 185,900 Jumlah (1)

= = = = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

36,500.00 18,265.00 351.20 3,213.00 55,766.70 87.12 3,107.50 504.90 929.50 118,724.92

12.500 14.050 0.004 0.042 3.870 0.006 0.001 0.030 0.005

PD

PD

6.21.2 -

Tenaga Pekerja Tukang batu Tukang besi Kepala tukang Mandor

6.22

1 m² Pasangan dinding Conblock (CB.15)

6.22.1 -

Bahan Concrete block (CB 15) Semen portland Pasir beton Pasir pasang Besi beton polos ø 8 mm Paku biasa 2" - 5" Kayu sembarang Kawat beton Koral beton

6.22.2 -

Tenaga Pekerja Tukang batu Tukang besi Kepala tukang Mandor

6.23

1 m² Pasangan dinding Conblock (CB.10)

6.23.1 -

Bahan Concrete block (CB 10) Semen portland Pasir beton Pasir pasang Besi beton polos Paku biasa 2" - 5" Kayu sembarang Kawat beton Koral beton

6.23.2 -

Tenaga Pekerja Tukang batu Tukang besi Kepala tukang Mandor

0.370 0.157 0.007 0.0164 0.0185

Oh Oh Oh Oh Oh

x x x x x

Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = =

Rp Rp Rp Rp Rp Rp Rp

37,000.00 20,410.00 910.00 2,460.00 2,405.00 63,185.00 181,909.92

12.500 10.460 0.003 0.032 2.870 0.004 0.001 0.020 0.004

Bh Kg M³ M³ Bh Kg M³ M³ M³

x x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

1,600 1,300 87,800 76,500 14,410 14,520 3,107,500 16,830 185,900 Jumlah (1)

= = = = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

20,000.00 13,598.00 263.40 2,448.00 41,356.70 58.08 3,107.50 336.60 743.60 81,911.88

0.340 0.130 0.007 0.0137 0.017

Oh Oh Oh Oh Oh

x x x x x

Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = =

Rp Rp Rp Rp Rp Rp Rp

34,000.00 16,900.00 910.00 2,055.00 2,210.00 56,075.00 137,986.88

12.500 7.200 0.002 0.021 2.540 0.003 0.001 0.015 0.003

Bh Kg M³ M³ Bh Kg M³ M³ M³

x x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

740 1,300 87,800 76,500 14,410 14,520 3,107,500 16,830 185,900 Jumlah (1)

= = = = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

9,250.00 9,360.00 175.60 1,606.50 36,601.40 43.56 3,107.50 252.45 557.70 60,954.71

0.340 0.107 0.007 0.0114 0.017

Oh Oh Oh Oh Oh

x x x x x

Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = =

Rp Rp Rp Rp Rp Rp Rp

34,000.00 13,910.00 910.00 1,710.00 2,210.00 52,740.00 113,694.71

PD

PD

PD

6.24

1 m² Pasang dinding lantai

6.24.1 -

Bahan Bondbeam 40 x 20 x 20 cm Semen portland Pasir beton Besi beton polos Koral beton

2.500 5.100 0.080 1.500 0.150

Bh Kg M³ Kg M³

x x x x x

Rp. Rp. Rp. Rp. Rp.

30,250 1,300 87,800 14,410 185,900 Jumlah (1)

= = = = = =

Rp Rp Rp Rp Rp Rp

75,625.00 6,630.00 7,024.00 21,615.00 27,885.00 138,779.00

6.24.2 -

Tenaga Pekerja Tukang batu Tukang besi Kepala tukang Mandor

0.100 0.030 0.030 0.006 0.005

Oh Oh Oh Oh Oh

x x x x x

Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = =

Rp Rp Rp Rp Rp Rp Rp

10,000.00 3,900.00 3,900.00 900.00 650.00 19,350.00 158,129.00

6.25

1 m² Pasang dinding roster / terawang

6.25.1 -

Bahan Roster/terawang Semen portland Pasir pasang

36.000 Bh 12.800 Kg 0.035 M³

x x x

Rp. Rp. Rp.

3,030 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

109,080.00 16,640.00 2,677.50 128,397.50

6.25.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

30,000.00 13,000.00 1,500.00 1,950.00 46,450.00 174,847.50

6.26

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

6.26.1 -

Bahan Batu berongga Semen portland Pasir pasang

x x x

Rp. Rp. Rp.

610 1,300 76,500 Jumlah (1)

= = = =

Rp Rp Rp Rp

48,800.00 30,745.00 43,605.00 123,150.00

6.26.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

32,000.00 19,500.00 2,250.00 1,950.00 55,700.00 178,850.00

0.300 0.100 0.010 0.015

Oh Oh Oh Oh

80.000 Bh 23.650 Kg 0.570 M³

0.320 0.150 0.015 0.015

Oh Oh Oh Oh

PD

6.27

1 m² Pasang dinding anyaman bambu, rangka kayu

6.27.1 -

Bahan Bilik bambu Kayu 5/7 Paku List kayu 2/4

1.500 0.014 0.012 0.003

M² M³ Kg M³

x x x x

Rp. Rp. Rp. Rp.

16,340 5,225,000 14,520 5,225,000 Jumlah (1)

= = = = =

Rp Rp Rp Rp Rp

24,510.00 73,150.00 174.24 15,675.00 113,509.24

6.27.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.100 0.050 0.005 0.002

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

10,000.00 6,500.00 750.00 260.00 17,510.00 131,019.24

ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN PPL 6.1. 6.1.1.

1 M² Plesteran 1 Pc : 1 Ps, tebal 15 mm Bahan - Semen portland - Pasir pasang

6.1.2. -

PPL 6.2. 6.2.1.

Bahan - Semen portland - Pasir pasang

-

PPL 6.3.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Bahan - Semen portland - Pasir pasang

-

6.4.1.

16,796.00 994.50 17,790.50

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 19,500.00 2,250.00 1,300.00 43,050.00 60,840.50

8.520 Kg x Rp. 0.017 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

11,076.00 1,300.50 12,376.50

0.200 0.150 0.015 0.010

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 19,500.00 2,250.00 1,300.00 43,050.00 55,426.50

6.480 Kg x Rp. 0.019 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

8,424.00 1,453.50 9,877.50

0.200 0.150 0.015 0.010

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

0.200 0.150 0.015 0.010

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

1 M² Plesteran 1 Pc : 3 Ps, tebal 15 mm

6.3.2.

PPL 6.4.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

1 M² Plesteran 1 Pc : 2 Ps, tebal 15 mm

6.2.2.

6.3.1.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

12.920 Kg x Rp. 0.013 M³ x Rp.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 19,500.00 2,250.00 1,300.00 43,050.00 52,927.50

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

6,760.00 1,530.00 8,290.00

1 M² Plesteran 1 Pc : 4 Ps, tebal 15 mm Bahan - Semen portland - Pasir pasang

5.200 Kg x Rp. 0.020 M³ x Rp.

6.4.2. -

PPL 6.5. 6.5.1.

Bahan - Semen portland - Pasir pasang

-

PPL 6.6.

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 19,500.00 2,250.00 1,300.00 43,050.00 51,340.00

4.320 Kg x Rp. 0.022 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

5,616.00 1,683.00 7,299.00

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.200 0.150 0.015 0.010

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 19,500.00 2,250.00 1,300.00 43,050.00 50,349.00

3.680 Kg x Rp. 0.023 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

4,784.00 1,759.50 6,543.50

0.200 0.150 0.015 0.010

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

1 M² Plesteran 1 Pc : 6 Ps, tebal 15 mm Bahan - Semen portland - Pasir pasang

6.6.2. -

PPL 6.7. 6.7.1.

0.200 0.150 0.015 0.010

1 M² Plesteran 1 Pc : 5 Ps, tebal 15 mm

6.5.2.

6.6.1.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 19,500.00 2,250.00 1,300.00 43,050.00 49,593.50

2.880 Kg x Rp. 0.024 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

3,744.00 1,836.00 5,580.00

0.200 0.150 0.015 0.010

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

1 M² Plesteran 1 Pc : 8 Ps, tebal 15 mm Bahan - Semen portland - Pasir pasang

6.7.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 19,500.00 2,250.00 1,300.00 43,050.00 48,630.00

PPL 6.8. 6.8.1.

1 M² Plesteran 1 Pc : 0,5 Kp : 3 Ps, tebal 15 mm Bahan - Semen portland - Kapur padam - Pasir pasang

6.8.2. -

PPL 6.9. 6.9.1.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

5.760 Kg x Rp. 0.003 M³ x Rp. 0.013 M³ x Rp.

1,300 8,470 76,500 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

7,488.00 25.41 994.50 8,507.91

0.200 0.150 0.015 0.010

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 19,500.00 2,250.00 1,300.00 43,050.00 51,557.91

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

1 M² Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm Bahan - Semen portland - Kapur padam - Pasir pasang

6.9.2. -

PPL 6.12.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

1.840 Kg x Rp. 0.006 M³ x Rp. 0.014 M³ x Rp.

1,300 8,470 76,500 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

2,392.00 50.82 1,071.00 3,513.82

0.200 0.150 0.015 0.010

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 19,500.00 2,250.00 1,300.00 43,050.00 46,563.82

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

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

6.12.1. -

Bahan Bingkai Naco Niki Hitam Kapur padam Pasir pasang

0.007 Kg x Rp. 0.007 M³ x Rp. 0.015 M³ x Rp.

1,300 8,470 76,500 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

9.10 59.29 1,147.50 1,215.89

6.12.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.200 0.150 0.015 0.010

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 19,500.00 2,250.00 1,300.00 43,050.00 44,265.89

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

18,564.00 1,759.50 20,323.50

PPL 6.13.

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

1 M² Plesteran 1 Pc : 2 Ps, tebal 20 mm

6.13.1. Bahan - Semen Portland - Pasir pasang

14.280 Kg x Rp. 0.023 M³ x Rp.

6.13.2. -

PPL 6.14.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.250 0.200 0.020 0.0125

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

25,000.00 26,000.00 3,000.00 1,625.00 55,625.00 75,948.50

1 M² Plesteran 1 Pc : 3 Ps, tebal 20 mm

6.14.1. Bahan - Semen Portland - Pasir pasang

10.800 Kg x Rp. 0.026 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

14,040.00 1,989.00 16,029.00

6.14.2. -

0.250 0.200 0.020 0.0125

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

25,000.00 26,000.00 3,000.00 1,625.00 55,625.00 71,654.00

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

11,284.00 2,142.00 13,426.00

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

25,000.00 26,000.00 3,000.00 1,625.00 55,625.00 69,051.00

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

9,477.00 2,142.00 11,619.00

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

25,000.00 26,000.00 3,000.00 1,625.00 55,625.00 67,244.00

PPL 6.15.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.16.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.17.

Rp. Rp. Rp. Rp.

= = = = = =

8.680 Kg x Rp. 0.028 M³ x Rp.

0.250 0.200 0.020 0.0125

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

1 M² Plesteran 1 Pc : 5 Ps, tebal 20 mm

6.16.1. Bahan - Semen Portland - Pasir pasang 6.16.2. -

x x x x

1 M² Plesteran 1 Pc : 4 Ps, tebal 20 mm

6.15.1. Bahan - Semen Portland - Pasir pasang 6.15.2. -

Oh Oh Oh Oh

Tenaga Pekerja Tukang batu Kepala tukang Mandor

7.290 Kg x Rp. 0.028 M³ x Rp.

0.250 0.200 0.020 0.0125

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

1 M² Plesteran 1 Pc : 6 Ps, tebal 20 mm

6.17.1. Bahan - Semen Portland - Pasir pasang

6.240 Kg x Rp. 0.030 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

8,112.00 2,295.00 10,407.00

6.17.2. Tenaga - Pekerja - Tukang batu

0.250 Oh x Rp. 0.200 Oh x Rp.

100,000 = Rp. 130,000 = Rp.

25,000.00 26,000.00

- Kepala tukang - Mandor

PPL 6.18.

Bahan Bingkai Naco Niki Hitam Kapur padam Pasir pasang

6.18.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.20.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.21.

Rp. Rp. Rp. Rp.

3,000.00 1,625.00 55,625.00 66,032.00

0.009 M³ x Rp. 0.009 M³ x Rp. 0.018 M³ x Rp.

1,300 8,470 76,500 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

11.70 76.23 1,377.00 1,464.93

0.250 0.200 0.020 0.0125

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

25,000.00 26,000.00 3,000.00 1,625.00 55,625.00 57,089.93

15.500 Kg x Rp. 0.013 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

20,150.00 994.50 21,144.50

0.300 0.200 0.020 0.013

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

30,000.00 26,000.00 3,000.00 1,625.00 60,625.00 81,769.50

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

15,275.00 2,677.50 17,952.50

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

30,000.00 26,000.00 3,000.00 1,690.00 60,690.00 78,642.50

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

12,324.00 2,907.00 15,231.00

= = = = = =

1 M² Plesteran 1 Pc : 3 Ps, tebal 25 mm

6.20.1. Bahan - Semen Portland - Pasir pasang 6.20.2. -

= = = =

1 M² Plesteran 1 Pc : 2 Ps, tebal 25 mm

6.19.1. Bahan - Semen Portland - Pasir pasang 6.19.2. -

150,000 130,000 Jumlah (2) Jumlah (1) + (2)

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

6.18.1. -

PPL 6.19.

0.020 Oh x Rp. 0.0125 Oh x Rp.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

11.750 Kg x Rp. 0.035 M³ x Rp.

0.300 0.200 0.020 0.013

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

1 M² Plesteran 1 Pc : 4 Ps, tebal 25 mm

6.21.1. Bahan - Semen Portland - Pasir pasang

9.480 Kg x Rp. 0.038 M³ x Rp.

6.21.2. -

PPL 6.22.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.300 0.200 0.020 0.013

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

30,000.00 26,000.00 3,000.00 1,690.00 60,690.00 75,921.00

1 M² Plesteran 1 Pc : 5 Ps, tebal 25 mm

6.22.1. Bahan - Semen Portland - Pasir pasang

7.940 Kg x Rp. 0.039 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

10,322.00 2,983.50 13,305.50

6.22.2. -

0.300 0.200 0.020 0.013

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

30,000.00 26,000.00 3,000.00 1,690.00 60,690.00 73,995.50

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

24,245.00 2,677.50 26,922.50

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

32,000.00 32,500.00 3,750.00 1,950.00 70,200.00 97,122.50

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

18,395.00 2,983.50 21,378.50

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

32,000.00 32,500.00 3,750.00 1,950.00 70,200.00 91,578.50

11.380 Kg x Rp. 0.042 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

14,794.00 3,213.00 18,007.00

0.320 Oh x Rp. 0.250 Oh x Rp.

100,000 = Rp. 130,000 = Rp.

32,000.00 32,500.00

PPL 6.23.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.24.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.25.

Rp. Rp. Rp. Rp.

= = = = = =

18.650 Kg x Rp. 0.035 M³ x Rp.

0.320 0.250 0.025 0.015

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

1 M² Plesteran 1 Pc : 3 Ps, tebal 30 mm

6.24.1. Bahan - Semen Portland - Pasir pasang 6.24.2. -

x x x x

1 M² Plesteran 1 Pc : 2 Ps, tebal 30 mm

6.23.1. Bahan - Semen Portland - Pasir pasang 6.23.2. -

Oh Oh Oh Oh

Tenaga Pekerja Tukang batu Kepala tukang Mandor

14.150 Kg x Rp. 0.039 M³ x Rp.

0.320 0.250 0.025 0.015

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

1 M² Plesteran 1 Pc : 4 Ps, tebal 30 mm

6.25.1. Bahan - Semen Portland - Pasir pasang 6.25.2. Tenaga - Pekerja - Tukang batu

- Kepala tukang - Mandor

PPL 6.26.

0.025 Oh x Rp. 0.015 Oh x Rp.

150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = =

Rp. Rp. Rp. Rp.

3,750.00 1,950.00 70,200.00 88,207.00

1 M² Plesteran 1 Pc : 4 Ps, tebal 30 mm

6.26.1. Bahan - Semen Portland - Pasir pasang

8.190 Kg x Rp. 0.045 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

10,647.00 3,442.50 14,089.50

6.26.2. -

0.320 0.250 0.025 0.015

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

32,000.00 32,500.00 3,750.00 1,950.00 70,200.00 84,289.50

PPL 6.27.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

1 M² Berapen 1 Pc : 3 Ps, tebal 30 mm

6.27.1. Bahan - Semen Portland - Pasir pasang

7.070 Kg x Rp. 0.021 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

9,191.00 1,606.50 10,797.50

6.27.2. -

0.150 0.070 0.007 0.008

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 9,100.00 1,050.00 1,040.00 26,190.00 36,987.50

7,371.00 1,759.50 9,130.50

PPL 6.28.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

1 M² Berapen 1 Pc : 5 Ps, tebal 30 mm

6.28.1. Bahan - Semen Portland - Pasir pasang

5.670 Kg x Rp. 0.023 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

6.28.2. -

0.150 0.070 0.007 0.008

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 9,100.00 1,050.00 1,040.00 26,190.00 35,320.50

PPL 6.29.

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

6.29.1. Bahan - Semen Portland - Pasir pasang

9.300 Kg x Rp. 0.018 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

12,090.00 1,377.00 13,467.00

6.29.2. -

0.260 0.200 0.020 0.013

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

26,000.00 26,000.00 3,000.00 1,690.00 56,690.00 70,157.00

PPL 6.30.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

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

6.30.1. Bahan - Semen Portland - Pasir pasang

7.070 Kg x Rp. 0.021 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

9,191.00 1,606.50 10,797.50

6.30.2. -

0.260 0.200 0.020 0.013

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

Rp. Rp. Rp. Rp. Rp. Rp.

26,000.00 26,000.00 3,000.00 1,690.00 56,690.00 67,487.50

650.00 153.00 803.00

PPL 6.31.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

1 M² Plesteran Skoning 1 Pc : 2 Ps

6.31.1. Bahan - Semen Portland - Pasir pasang

0.500 Kg x Rp. 0.002 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

6.31.2. -

0.057 0.038 0.038 0.002

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

PPL 6.32.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

5,700.00 4,940.00 5,700.00 260.00 16,600.00 17,403.00

Jumlah (1)

= Rp. = Rp. = Rp.

0.00 0.00 0.00

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

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

6.32.1. Bahan - PC warna - Batu granito 6.32.2. -

Oh Oh Oh Oh

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.144 Kg x Rp. 15.000 Kg x Rp.

0.050 0.020 0.002 0.005

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

5,000.00 2,600.00 300.00 650.00 8,550.00 8,550.00

PPL 6.33.

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

6.33.1. Bahan - PC warna - Batu teraso 6.33.2. -

PPL 6.34.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.440 Kg x Rp. 11.500 Kg x Rp.

0.450 0.200 0.020 0.025

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

Jumlah (1)

= Rp. = Rp. = Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

45,000.00 26,000.00 3,000.00 3,250.00 77,250.00 77,250.00

5,616.00 1,224.00 6,840.00

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

6.34.1. Bahan - Semen portland - Pasir pasang

4.320 Kg x Rp. 0.016 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

6.34.2. -

0.250 0.100 0.010 0.015

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

PPL 6.35.

0.00 0.00 0.00

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

25,000.00 13,000.00 1,500.00 1,950.00 41,450.00 48,290.00

5,616.00 1,224.00 6,840.00

1 M² Plesteran Siar adukan, 1 Pc : 2 Ps

6.35.1. Bahan - Semen portland - Pasir pasang

4.320 Kg x Rp. 0.016 M³ x Rp.

1,300 = Rp. 76,500 = Rp. Jumlah (1) = Rp.

6.35.2. -

0.150 0.070 0.007 0.008

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 9,100.00 1,050.00 1,040.00 26,190.00 33,030.00

1,300 66,550 76,500 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

650.00 192,995.00 459.00 194,104.00

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

30,000.00 26,000.00 3,000.00 1,950.00 60,950.00 255,054.00

PPL 6.36.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

1 M² Plesteran waterfroof bata cote 3 lapis

6.36.1. -

Bahan Semen portland 0.500 Kg x Rp. Kosen Pintu / Jendela Aluminium 2.900 Putih Kg x Rp. Pasir pasang 0.006 M³ x Rp.

6.36.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.300 0.200 0.020 0.015

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU

PK

6.1. 6.1.1.

1 M³ Pasang kusen pintu dan jendela kayu jati : Bahan - Kayu jati, balok

6.1.2. -

PK

6.2. 6.2.1.

Bahan - Kayu meranti, balok

-

6.3. 6.3.1.

6.4.1.

6.4.2.

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

Bahan - Kayu kapur, balok

-

6.4.

Oh Oh Oh Oh

= Rp. = Rp.

26,317,500.00 26,317,500.00

x x x x

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

600,000.00 2,600,000.00 300,000.00 39,000.00 3,539,000.00 29,856,500.00

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

1.200 M³

6.000 18.000 2.000 0.300

Oh Oh Oh Oh

x Rp.

9,075,000.00 Jumlah (1)

= Rp. = Rp.

10,890,000.00 10,890,000.00

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

600,000.00 2,340,000.00 300,000.00 39,000.00 3,279,000.00 14,169,000.00

7,788,000.00 7,788,000.00

Rp. Rp. Rp. Rp.

1 M³ Pasang kusen pintu dan jendela kayu meranti :

6.3.2.

PK

6.000 20.000 2.000 0.300

x Rp. 23,925,000.00 Jumlah (1)

1 M³ Pasang kusen pintu dan jendela kayu damar laut :

6.2.2.

PK

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

1.100 M³

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

1.200 M³

6.000 18.000 2.000 0.300

Oh Oh Oh Oh

x Rp.

6,490,000.00 Jumlah (1)

= Rp. = Rp.

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

600,000.00 2,340,000.00 300,000.00 39,000.00 3,279,000.00 11,067,000.00

1 M³ Pasang kusen pintu dan jendela kayu damar laut : Bahan - Kayu damar laut, balok

1.200 M³

x Rp.

9,350,000.00 Jumlah (1)

= Rp. = Rp.

11,220,000.00 11,220,000.00

6.000 Oh

x Rp.

100,000.00

= Rp.

600,000.00

Tenaga - Pekerja

- Tukang kayu - Kepala tukang - Mandor

PK

6.5. 6.5.1.

Bahan - Kayu meranti batu, papan - Paku biasa 2" - 5"

-

6.6. 6.6.1.

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

Bahan - Kayu jati, papan - Paku biasa 2" - 5"

-

6.7. 6.7.1.

130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = =

Rp. Rp. Rp. Rp. Rp.

2,340,000.00 300,000.00 39,000.00 3,279,000.00 14,499,000.00

0.036 M³ 0.050 Kg

x Rp. x Rp.

9,375,000.00 14,520.00 Jumlah (1)

= Rp. = Rp. = Rp.

337,500.00 726.00 338,226.00

0.350 1.050 0.105 0.018

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

35,000.00 136,500.00 15,750.00 2,340.00 189,590.00 527,816.00

867,759.84 726.00 868,485.84

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

1 M³ Pasang pintu klamp kayu jati

6.6.2.

PK

x Rp. x Rp. x Rp.

1 M² Pasang pintu klamp kayu meranti batu

6.5.2.

PK

18.000 Oh 2.000 Oh 0.300 Oh

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.036 M³ 0.050 Kg

x Rp. 24,104,440.00 x Rp. 14,520.00 Jumlah (1)

= Rp. = Rp. = Rp.

0.350 1.050 0.105 0.018

x x x x

= = = = = =

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

Rp. Rp. Rp. Rp. Rp. Rp.

35,000.00 136,500.00 15,750.00 2,340.00 189,590.00 1,058,075.84

867,759.84 867,759.84

1 M² Pasang pintu panel kayu jati : Bahan - Kayu jati, papan

6.7.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.036 M³

x Rp. 24,104,440.00 Jumlah (1)

= Rp.

1.000 2.500 0.250 0.050

x x x x

= = = = = =

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

Rp. Rp. Rp. Rp. Rp. Rp.

100,000.00 325,000.00 37,500.00 6,500.00 469,000.00 1,336,759.84

PK

6.8. 6.8.1.

1 M² Pasang pintu panel kayu meranti batu Bahan - Kayu meranti batu, papan

6.8.2. -

PK

6.9. 6.9.1.

x Rp.

9,375,000.00 Jumlah (1)

= Rp. = Rp.

375,000.00 375,000.00

1.000 2.500 0.250 0.050

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

100,000.00 325,000.00 37,500.00 6,500.00 469,000.00 844,000.00

843,655.40 116,160.00 959,815.40

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

1 M² Pasang pintu dan jendela kaca panel kayu jati : Bahan - Kayu jati, papan - Kaca polos 5 mm

6.9.2. -

PK

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.040 M³

6.10.

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.035 M³ 0.800 M³

x Rp. 24,104,440.00 x Rp. 145,200.00 Jumlah (1)

= Rp. = Rp. = Rp.

0.800 2.000 0.200 0.040

x x x x

= = = = = =

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

Rp. Rp. Rp. Rp. Rp. Rp.

80,000.00 260,000.00 30,000.00 5,200.00 375,200.00 1,335,015.40

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

6.10.1. Bahan - Kayu meranti batu, papan - Kaca polos 5 mm

0.035 M³ 0.800 M³

x Rp. x Rp.

9,375,000.00 145,200.00 Jumlah (1)

= Rp. = Rp. = Rp.

328,125.00 116,160.00 444,285.00

6.10.2. -

0.800 2.000 0.200 0.040

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

80,000.00 260,000.00 30,000.00 5,200.00 375,200.00 819,485.00

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

PK

PK

PK

PK

6.11.

1 M² Pasang pintu dan jendela kaca panel kayu meranti :

6.11.1. Bahan - Kayu meranti, papan - Kaca polos 5 mm

0.035 M³ 0.800 M³

x Rp. x Rp.

5,475,000.00 145,200.00 Jumlah (1)

= Rp. = Rp. = Rp.

191,625.00 116,160.00 307,785.00

6.11.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.800 2.000 0.200 0.040

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

80,000.00 260,000.00 30,000.00 5,200.00 375,200.00 682,985.00

6.12.

1 M² Pasang pintu dan jendela jalusi kayu jati

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

:

6.12.1. Bahan - Kayu jati, papan

0.064 M³

x Rp. 24,104,440.00 Jumlah (1)

= Rp. = Rp.

1,542,684.16 1,542,684.16

6.12.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

1.000 3.000 0.300 0.300

x x x x

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

100,000.00 390,000.00 45,000.00 39,000.00 574,000.00 2,116,684.16

6.13.

1 M² Pasang pintu dan jendela jalusi kayu meranti batu :

600,000.00 600,000.00

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

6.13.1. Bahan - Kayu meranti batu, papan

0.064 M³

x Rp.

9,375,000.00 Jumlah (1)

= Rp. = Rp.

6.13.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

1.000 3.000 0.300 0.500

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

100,000.00 390,000.00 45,000.00 65,000.00 600,000.00 1,200,000.00

6.14.

1 M² Pasang pintu plywood rangka, rangka kayu jati

6.14.1. -

Bahan Kayu jati, papan Paku biasa ½" - 1" Lem kayu Playwood 4' x 3' x 4 mm

= = = = =

Rp. Rp. Rp. Rp. Rp.

472,447.02 508.20 11,220.00 51,920.00 536,095.22

0.0196 0.030 0.300 1.000

Oh Oh Oh Oh

M³ Kg Lt Lbr

x x x x

Rp. Rp. Rp. Rp.

:

Rp. 24,104,440.00 Rp. 16,940.00 Rp. 37,400.00 Rp. 51,920.00 Jumlah (1)

PK

PK

PK

6.14.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.15.

1 M² Pasang pintu plywood rangka, rangka kayu meranti batu

6.15.1. -

Bahan Kayu meranti batu, papan Paku biasa ½" - 1" Lem kayu Playwood 4' x 3' x 4 mm

6.15.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.16.

1 M² Pasang jalusi mati kusen kayu jati

0.600 2.000 0.200 0.030

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

60,000.00 260,000.00 30,000.00 3,900.00 353,900.00 889,995.22

:

0.0196 0.030 0.300 1.000

M³ Kg Lt Lbr

x x x x

Rp. Rp. Rp. Rp.

9,375,000.00 16,940.00 37,400.00 51,920.00 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

183,750.00 508.20 11,220.00 51,920.00 247,398.20

0.600 2.000 0.200 0.030

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

60,000.00 260,000.00 30,000.00 3,900.00 353,900.00 601,298.20

:

6.16.1. Bahan - Kayu jati, papan - Paku biasa ½" - 1"

0.060 M³ 0.150 Kg

x Rp. 24,104,440.00 x Rp. 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

1,446,266.40 2,541.00 1,448,807.40

6.16.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.500 2.000 0.200 0.025

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

50,000.00 260,000.00 30,000.00 3,250.00 343,250.00 1,792,057.40

6.17.

1 M² Pasang jalusi mati kusen kayu damar laut :

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

6.17.1. Bahan - Kayu damar laut, papan - Paku biasa ½" - 1"

0.060 M³ 0.150 Kg

x Rp. x Rp.

9,650,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

579,000.00 2,541.00 581,541.00

6.17.2. -

0.500 2.000 0.200 0.025

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

50,000.00 260,000.00 30,000.00 3,250.00 343,250.00 924,791.00

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

PK

PK

PK

6.18.

1 M² Pasang pintu plywood rangka, rangka kayu meranti :

6.18.1. -

Bahan Kayu meranti, papan Paku biasa ½" - 1" Lem kayu Playwood 4' x 3' x 4 mm

6.18.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.19.

1 M² Pasang pintu teakwood rangka, rangka kayu jati

6.19.1. -

Bahan Kayu jati, papan Paku biasa ½" - 1" Lem kayu Teakwood 4' x 8' x 4 mm

6.19.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.20.

1 M² Pasang pintu teakwood rangka, rangka kayu meranti batu :

6.20.1. -

Bahan Kayu meranti batu, papan Paku biasa ½" - 1" Lem kayu Teakwood 4' x 8' x 4 mm

6.20.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.0196 0.030 0.300 1.000

M³ Kg Lt Lbr

x x x x

Rp. Rp. Rp. Rp.

5,475,000.00 16,940.00 37,400.00 51,920.00 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

107,310.00 508.20 11,220.00 51,920.00 63,140.00

0.600 2.000 0.200 0.030

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

60,000.00 260,000.00 30,000.00 3,900.00 353,900.00 417,040.00

:

0.0196 0.300 0.300 1.000

M³ Kg Lt Lbr

x x x x

Rp. 24,104,440.00 Rp. 16,940.00 Rp. 37,400.00 Rp. 54,450.00 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

472,447.02 5,082.00 11,220.00 54,450.00 543,199.02

0.600 2.000 0.200 0.030

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

60,000.00 260,000.00 30,000.00 3,900.00 353,900.00 897,099.02

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

0.0196 0.300 0.300 1.000

M³ Kg Lt Lbr

x x x x

Rp. Rp. Rp. Rp.

9,375,000.00 16,940.00 37,400.00 54,450.00 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

183,750.00 5,082.00 11,220.00 54,450.00 254,502.00

0.600 2.000 0.200 0.030

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

60,000.00 260,000.00 30,000.00 3,900.00 353,900.00 608,402.00

PK

PK

PK

6.21.

1 M² Pasang pintu plywood & formika, rangka kayu jati

:

6.21.1. -

Bahan Kayu jati, papan Paku biasa ½" - 1" Lem kayu Plywood 4' x 8' x 4 mm Formica 4' x 8'

6.21.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.22.

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

6.22.1. -

Bahan Kayu meranti batu, papan Paku biasa ½" - 1" Lem kayu Plywood 4' x 8' x 4 mm Formica 4' x 8'

6.22.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.23.

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

6.23.1. -

Bahan Kayu jati, papan Paku biasa ½" - 1" Lem kayu Teakwood 4' x 8' x 4 mm Formica 4' x 8'

6.23.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.0196 0.300 0.800 1.000 1.000

M³ Kg Lt Lbr Lbr

x x x x x

Rp. 24,104,440.00 Rp. 16,940.00 Rp. 37,400.00 Rp. 51,920.00 Rp. 74,250.00 Jumlah (1)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

472,447.02 5,082.00 29,920.00 51,920.00 74,250.00 633,619.02

0.800 2.500 0.250 0.040

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

80,000.00 325,000.00 37,500.00 5,200.00 447,700.00 1,081,319.02

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

0.0196 0.300 0.800 1.000 1.000

M³ Kg Lt Lbr Lbr

x x x x x

Rp. Rp. Rp. Rp. Rp.

9,375,000.00 16,940.00 37,400.00 51,920.00 74,250.00 Jumlah (1)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

183,750.00 5,082.00 29,920.00 51,920.00 74,250.00 344,922.00

0.800 2.500 0.250 0.040

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

80,000.00 325,000.00 37,500.00 5,200.00 447,700.00 792,622.00

0.0196 0.300 0.800 1.000 1.000

M³ Kg Lt Lbr Lbr

x x x x x

Rp. 24,104,440.00 Rp. 16,940.00 Rp. 37,400.00 Rp. 54,450.00 Rp. 74,250.00 Jumlah (1)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

472,447.02 5,082.00 29,920.00 54,450.00 74,250.00 636,149.02

0.800 2.500 0.250 0.040

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

80,000.00 325,000.00 37,500.00 5,200.00 447,700.00 1,083,849.02

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

PK

PK

PK

6.24.

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

6.24.1. -

Bahan Kayu meranti batu, papan Paku biasa ½" - 1" Lem kayu Teakwood 4' x 8' x 4 mm Vernis Formica 4' x 8'

6.24.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.29.

1 M³ Pasang konstruksi kuda-kuda kayu damar laut :

6.29.1. -

Bahan Kayu damar laut, balok Besi strip Paku biasa 2" - 5"

1.1000 M³ 15.000 Kg 0.800 Kg

x Rp. x Rp. x Rp.

6.29.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

4.000 12.000 1.200 0.200

x x x x

6.30.

1 M³ Pasang konstruksi kuda-kuda kayu meranti :

6.30.1. -

Bahan Kayu meranti, balok Besi strip Paku biasa 2" - 5"

1.1000 M³ 15.000 Kg 0.800 Kg

x Rp. x Rp. x Rp.

6.30.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

4.000 12.000 1.200 0.200

x x x x

0.0196 0.300 0.800 0.500 0.500 0.500

M³ Kg Lt Lbr Lt Lbr

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

9,375,000.00 16,940.00 37,400.00 54,450.00 48,280.00 74,250.00 Jumlah (1)

= = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

183,750.00 5,082.00 29,920.00 27,225.00 24,140.00 37,125.00 307,242.00

0.800 2.500 0.250 0.040

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

80,000.00 325,000.00 37,500.00 5,200.00 447,700.00 754,942.00

9,350,000.00 11,880.00 16,940.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

10,285,000.00 178,200.00 13,552.00 10,476,752.00

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

400,000.00 1,560,000.00 180,000.00 26,000.00 2,166,000.00 12,642,752.00

5,225,000.00 11,880.00 16,940.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

5,747,500.00 178,200.00 13,552.00 5,939,252.00

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

400,000.00 1,560,000.00 180,000.00 26,000.00 2,166,000.00 8,105,252.00

Oh Oh Oh Oh

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp.

PK

PK

PK

PK

6.31.

1 M² Pasang kaso + reng genteng kodok kayu meranti :

6.31.1. Bahan - Kayu meranti, balok - Paku biasa 2" - 5"

0.012 M³ 0.150 Kg

x Rp. x Rp.

5,225,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

62,700.00 2,541.00 65,241.00

6.31.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.100 0.100 0.010 0.005

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

10,000.00 13,000.00 1,500.00 650.00 25,150.00 90,391.00

6.32.

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

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

6.32.1. Bahan - Kayu damar laut, balok - Paku biasa 2" - 5"

0.012 M³ 0.150 Kg

x Rp. x Rp.

9,350,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

112,200.00 2,541.00 114,741.00

6.32.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.100 0.100 0.010 0.005

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

10,000.00 13,000.00 1,500.00 650.00 25,150.00 139,891.00

6.33.

1 M² Pasang kaso + reng genteng monier kayu jati :

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

6.33.1. Bahan - Kayu jati, balok - Paku biasa 2" - 5"

0.014 M³ 0.150 Kg

x Rp. 23,925,000.00 x Rp. 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

334,950.00 2,541.00 337,491.00

6.33.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.100 0.100 0.010 0.005

x x x x

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

10,000.00 13,000.00 1,500.00 650.00 25,150.00 362,641.00

6.34.

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

= Rp. = Rp. = Rp.

130,900.00 2,541.00 133,441.00

6.34.1. Bahan - Kayu damar laut, balok - Paku biasa 2" - 5"

Oh Oh Oh Oh

0.014 M³ 0.150 Kg

Rp. Rp. Rp. Rp.

x Rp. x Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

9,350,000.00 16,940.00 Jumlah (1)

PK

PK

PK

6.34.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.35.

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

0.100 0.100 0.010 0.005

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

10,000.00 13,000.00 1,500.00 650.00 25,150.00 158,591.00

6.35.1. Bahan - Kayu damar laut, balok - Paku biasa 2" - 5"

0.014 M³ 0.150 Kg

x Rp. x Rp.

9,350,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

130,900.00 2,541.00 133,441.00

6.35.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.100 0.100 0.010 0.005

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

10,000.00 13,000.00 1,500.00 650.00 25,150.00 158,591.00

6.36.

1 M² Pasang kaso + reng atap sirap kayu damar laut

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

:

6.36.1. Bahan - Kayu damar laut, balok - Paku biasa 2" - 5"

0.165 M³ 0.200 Kg

x Rp. x Rp.

9,350,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

1,542,750.00 3,388.00 1,546,138.00

6.36.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.120 0.120 0.012 0.006

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

12,000.00 15,600.00 1,800.00 780.00 30,180.00 1,576,318.00

6.37.

1 M² Pasang kaso + reng atap sirap kayu meranti :

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

6.37.1. Bahan - Kayu meranti, balok - Paku biasa 2" - 5"

0.165 M³ 0.200 Kg

x Rp. x Rp.

5,225,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

862,125.00 3,388.00 865,513.00

6.37.2. -

0.120 0.120 0.012 0.006

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

12,000.00 15,600.00 1,800.00 780.00 30,180.00 895,693.00

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

PK

PK

PK

6.38.

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

6.38.1. Bahan - Kayu jati, balok - Paku biasa 2" - 5"

0.012 M³ 0.100 Kg

x Rp. 23,925,000.00 x Rp. 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

287,100.00 1,694.00 288,794.00

6.38.2. -

0.150 0.250 0.025 0.075

x x x x

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 32,500.00 3,750.00 9,750.00 61,000.00 349,794.00

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

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 - Paku biasa 2" - 5"

0.012 M³ 0.100 Kg

x Rp. x Rp.

9,350,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

112,200.00 1,694.00 113,894.00

6.38.2. -

0.150 0.250 0.025 0.075

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 32,500.00 3,750.00 9,750.00 61,000.00 174,894.00

62,700.00 1,694.00 64,394.00

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

6.38. B 1 M² Pasang rangka langit-langit (1.00 x 1.00) m, Kayu meranti : 6.38.1. Bahan - Kayu meranti, balok - Paku biasa 2" - 5"

0.012 M³ 0.100 Kg

x Rp. x Rp.

5,225,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

6.38.2. -

0.150 0.250 0.025 0.075

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 32,500.00 3,750.00 9,750.00 61,000.00 125,394.00

PK

6.44.

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

6.44.1. Bahan - Kayu jati, balok - Paku biasa 2" - 5"

PK

x Rp. 23,925,000.00 x Rp. 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

645,975.00 3,388.00 649,363.00

x x x x

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

25,000.00 45,500.00 5,250.00 1,625.00 77,375.00 726,738.00

6.44.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.45.

1 M² Pasang rangka langit-langit (30 x 30) cm, kayu damar laut

6.45.1. Bahan - Kayu damar laut, balok - Paku biasa 2" - 5"

PK

0.027 M³ 0.200 Kg

0.250 0.350 0.035 0.0125

Oh Oh Oh Oh

0.027 M³ 0.200 Kg

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

x Rp. x Rp.

9,350,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

252,450.00 3,388.00 255,838.00

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

25,000.00 45,500.00 5,250.00 1,625.00 77,375.00 333,213.00

= Rp. = Rp. = Rp.

141,075.00 3,388.00 144,463.00

= = = = = =

25,000.00 45,500.00 5,250.00 1,625.00 77,375.00 221,838.00

6.45.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.46. 6.46.1. -

1 M² Pasang rangka langit-langit (30 x 30) cm, kayu meranti : Bahan Kayu meranti, balok 0.027 M³ x Rp. 5,225,000.00 Paku biasa 2" - 5" 0.200 Kg x Rp. 16,940.00 Jumlah (1) Tenaga Pekerja 0.250 Oh x Rp. 100,000.00 Tukang kayu 0.350 Oh x Rp. 130,000.00 Kepala tukang 0.035 Oh x Rp. 150,000.00 Mandor 0.0125 Oh x Rp. 130,000.00 Jumlah (2) Jumlah (1) +(2)

6.46.2. -

0.250 0.350 0.035 0.0125

Oh Oh Oh Oh

:

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

PK

6.47.

1 M´ Pasang lisplang ukuran (3 x 20) cm, kayu meranti

6.47.1. Bahan - Kayu meranti, papan - Paku biasa 2" - 5"

PK

5,475,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

39,420.00 847.00 40,267.00

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

10,000.00 26,000.00 3,750.00 650.00 40,400.00 80,667.00

67,500.00 847.00 68,347.00

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.48.

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

0.100 0.200 0.025 0.005

Oh Oh Oh Oh

0.0072 M³ 0.050 Kg

Rp. Rp. Rp. Rp.

9,375,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.49.

1 M´ Pasang lisplang ukuran (3 x 30) cm, kayu jati

0.100 0.200 0.020 0.005

Oh Oh Oh Oh

0.0110 M³ 0.050 Kg

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

10,000.00 26,000.00 3,000.00 650.00 39,650.00 107,997.00

x Rp. 24,104,440.00 x Rp. 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

265,148.84 847.00 265,995.84

x x x x

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

11,000.00 28,600.00 3,300.00 650.00 43,550.00 309,545.84

= Rp. = Rp. = Rp.

103,125.00 847.00 103,972.00

:

6.49.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.50.

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

6.50.1. Bahan - Meranti batu, papan - Paku biasa 2" - 5"

0.110 0.220 0.022 0.005

Oh Oh Oh Oh

0.011 M³ 0.050 Kg

:

x Rp. x Rp.

6.48.2. -

6.49.1. Bahan - Kayu jati, papan - Paku biasa 2" - 5"

PK

x Rp. x Rp.

6.47.2. -

6.48.1. Bahan - Meranti batu, papan - Paku biasa 2" - 5"

PK

0.0072 M³ 0.050 Kg

:

Rp. Rp. Rp. Rp.

x Rp. x Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

:

9,375,000.00 16,940.00 Jumlah (1)

PK

6.50.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.51.

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

6.51.1. Bahan - Meranti batu, papan - Paku biasa 2" - 5"

PK

Oh Oh Oh Oh

0.0145 M³ 0.060 Kg

x x x x

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 32,500.00 3,750.00 9,750.00 61,000.00 197,953.90

80,625.00 1,016.40 81,641.40

Rp. Rp. Rp. Rp.

9,375,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.53.

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

6.53.1. Bahan - Kayu meranti,papan - Paku biasa 2" - 5" 6.53.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

Oh Oh Oh Oh

0.0086 M³ 0.060 Kg

0.100 0.100 0.010 0.050

Oh Oh Oh Oh

:

x Rp. x Rp.

6.52.2. -

0.100 0.100 0.010 0.050

:

135,937.50 1,016.40 136,953.90

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

0.0086 M³ 0.060 Kg

11,000.00 28,600.00 3,300.00 650.00 43,550.00 147,522.00

= Rp. = Rp. = Rp.

6.52.

Oh Oh Oh Oh

Rp. Rp. Rp. Rp. Rp. Rp.

9,375,000.00 16,940.00 Jumlah (1)

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.150 0.250 0.025 0.075

= = = = = =

x Rp. x Rp.

6.51.2. -

6.52.1. Bahan - Meranti batu, papan - Paku biasa 2" - 5"

PK

0.110 0.220 0.022 0.005

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

10,000.00 13,000.00 1,500.00 6,500.00 31,000.00 112,641.40

x Rp. x Rp.

5,475,000.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

47,085.00 1,016.40 48,101.40

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

10,000.00 13,000.00 1,500.00 6,500.00 31,000.00 79,101.40

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

PK

PK

PK

PK

6.54.

1 M´ Pasang rangka dinding pemisah, kayu damar laut

6.54.1. -

Bahan Kayu damar laut, balok Meranti batu, papan Paku biasa 2" - 5"

6.54.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.55.

1 M´ Pasang rangka dinding pemisah, kayu meranti :

6.55.1. -

Bahan Kayu meranti, balok Kayu meranti, papan Paku biasa 2" - 5"

6.55.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.56.

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

6.56.1. -

Bahan Kayu damar laut, balok Teakwood 4' x 8' Paku biasa 2" - 5"

6.56.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.57.

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

6.57.1. -

Bahan Kayu damar laut, balok Paku biasa 2" - 5" Lem kayu Plywood 4' x 8' x 4 mm

0.0195 M³ 0.007 M³ 0.100 Kg

0.150 0.450 0.045 0.075

Oh Oh Oh Oh

0.0195 M³ 0.007 M³ 0.100 Kg

0.150 0.450 0.045 0.075

Oh Oh Oh Oh

0.0195 M³ 1.000 M³ 0.100 Kg

0.150 0.450 0.045 0.075

0.0195 0.100 0.560 1.000

Oh Oh Oh Oh

M³ Kg Lt Lbr

:

x Rp. x Rp. x Rp.

9,350,000.00 9,375,000.00 16,940.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

182,325.00 65,625.00 1,694.00 249,644.00

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 58,500.00 6,750.00 9,750.00 90,000.00 339,644.00

Rp. Rp. Rp. Rp.

x Rp. x Rp. x Rp.

5,225,000.00 5,475,000.00 16,940.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

101,887.50 38,325.00 1,694.00 141,906.50

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 58,500.00 6,750.00 9,750.00 90,000.00 231,906.50

Rp. Rp. Rp. Rp.

x Rp. x Rp. x Rp.

9,350,000.00 54,450.00 16,940.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

182,325.00 54,450.00 1,694.00 238,469.00

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 58,500.00 6,750.00 9,750.00 90,000.00 328,469.00

x x x x

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp.

9,350,000.00 16,940.00 37,400.00 51,920.00 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

182,325.00 1,694.00 20,944.00 51,920.00 256,883.00

PK

PK

6.57.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.58.

1 M² Pasang dinding lambrizering dari papan meranti :

6.58.1. -

Bahan Kayu meranti, papan Paku biasa 2" - 5" Paku skrup 3,5"

6.58.2. -

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.59.

1 M² Pasang plywood tebal 4 mm, untuk dinding :

0.200 0.600 0.060 0.010

Oh Oh Oh Oh

0.0120 M³ 0.100 Kg 0.150 Lbr

0.600 1.800 0.180 0.030

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 78,000.00 9,000.00 1,300.00 108,300.00 365,183.00

x Rp. x Rp. x Rp.

5,475,000.00 16,940.00 21,180.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

65,700.00 1,694.00 3,177.00 70,571.00

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

60,000.00 234,000.00 27,000.00 3,900.00 324,900.00 395,471.00

Rp. Rp. Rp. Rp.

6.59.1. Bahan - Plywood 4' x 8' x 4 mm - Paku biasa 2" - 5"

0.4000 Lbr 0.050 Kg

x Rp. x Rp.

51,920.00 16,940.00 Jumlah (1)

= Rp. = Rp. = Rp.

20,768.00 847.00 21,615.00

0.025 0.075 0.0075 0.0013

x x x x

Rp. Rp. Rp. Rp.

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

2,500.00 9,750.00 1,125.00 169.00 13,544.00 35,159.00

1.050 M'

x Rp.

12,540.00 Jumlah (1)

= Rp. = Rp.

13,167.00 13,167.00

0.021 0.021 0.002 0.001

x x x x

100,000.00 130,000.00 150,000.00 130,000.00 Jumlah (2) Jumlah (1) +(2)

= = = = = =

2,100.00 2,730.00 300.00 130.00 5,260.00 18,427.00

6.59.2. Tenaga -

PK

6.60.

Pekerja Tukang kayu Kepala tukang Mandor

Oh Oh Oh Oh

1 M' Pasang list plafond kayu profil :

6.60.1. Bahan - Kayu profil 2" 6.60.2. Tenaga -

Pekerja Tukang kayu Kepala tukang Mandor

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON

PB 6.1.

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

6.1.1 -

Bahan Semen portland Pasir beton Koral beton 5/7

6.1.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PB 6.2.

Bahan Semen portland Pasir beton Koral beton 5/7

6.2.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PB 6.3.

1,300 87,800 170,900 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

283,400.00 45,656.00 148,683.00 477,739.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

165,000.00 32,500.00 3,750.00 10,400.00 211,650.00 689,389.00

197.000 Kg x 0.470 M³ x 0.940 M³ x

Rp. Rp. Rp.

1,300 87,800 170,900 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

256,100.00 41,266.00 160,646.00 458,012.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

165,000.00 32,500.00 3,750.00 10,400.00 211,650.00 669,662.00

173.000 Kg x 0.570 M³ x 0.870 M³ x

Rp. Rp. Rp.

1,300 87,800 170,900 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

224,900.00 50,046.00 148,683.00 423,629.00

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

165,000.00 32,500.00 3,750.00 10,400.00 211,650.00 635,279.00

1,300 87,800 170,900 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

13,000.00 2,282.80 7,519.60 22,802.40

1.650 0.250 0.025 0.080

Oh Oh Oh Oh

1.650 0.250 0.025 0.080

Oh Oh Oh Oh

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

6.3.1 -

Bahan Semen portland Pasir beton Koral beton 5/7

6.3.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

6.4.1

Rp. Rp. Rp.

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

6.2.1 -

PB 6.4.

218.000 Kg x 0.520 M³ x 0.870 M³ x

1.650 0.250 0.025 0.080

Oh Oh Oh Oh

x x x x

1 M³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr, Tebal 5 Cm Bahan - Semen portland - Pasir beton - Koral beton 5/7

6.4.2. Tenaga

10.000 Kg x 0.026 M³ x 0.044 M³ x

Rp. Rp. Rp.

-

PB 6.5.

Pekerja Tukang batu Kepala tukang Mandor

PB 6.6.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PB 6.7.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PB 6.8.

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

16,500.00 3,250.00 300.00 780.00 20,830.00 43,632.40

232.000 Kg x 0.520 M³ x 0.780 M³ x

Rp. Rp. Rp.

1,300 87,800 170,900 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

301,600.00 45,656.00 133,302.00 480,558.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

165,000.00 32,500.00 3,750.00 10,400.00 211,650.00 692,208.00

280.000 Kg x 0.450 M³ x 0.900 M³ x

Rp. Rp. Rp.

1,300 87,800 185,900 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

364,000.00 39,510.00 167,310.00 570,820.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

165,000.00 32,500.00 3,750.00 10,400.00 211,650.00 782,470.00

352.000 Kg x 0.560 M³ x 0.700 M³ x

Rp. Rp. Rp.

1,300 87,800 185,900 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

457,600.00 49,168.00 130,130.00 636,898.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

165,000.00 32,500.00 3,750.00 10,400.00 211,650.00 848,548.00

357.000 Kg x 0.420 M³ x 0.540 M³ x

Rp. Rp. Rp.

1,300 87,800 185,900 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

464,100.00 36,876.00 100,386.00 601,362.00

1.650 Oh x 0.250 Oh x

Rp. Rp.

100,000 = 130,000 =

Rp. Rp.

165,000.00 32,500.00

1.650 0.250 0.025 0.080

Oh Oh Oh Oh

1.650 0.250 0.025 0.080

Oh Oh Oh Oh

1 M³ Membuat beton 1 Pc : 2 Ps : 2,5 Kr

6.7.1. Bahan - Semen portland - Pasir beton - Koral beton 3/5 6.7.2. -

x x x x

1 M³ Membuat beton 1 Pc : 2 Ps : 4 Kr

6.6.1. Bahan - Semen portland - Pasir beton - Koral beton 3/5 6.6.2. -

Oh Oh Oh Oh

1 M³ Membuat beton 1 Pc : 2 Ps : 3 Kr

6.5.1. Bahan - Semen portland - Pasir beton - Koral beton 5/7 6.5.2. -

0.165 0.025 0.002 0.006

Tenaga Pekerja Tukang batu Kepala tukang Mandor

1.650 0.250 0.025 0.080

Oh Oh Oh Oh

1 M³ Membuat beton 1 Pc : 1,5 Ps : 3 Kr

6.8.1. Bahan - Semen portland - Pasir beton - Koral beton 3/5 6.8.2. Tenaga - Pekerja - Tukang batu

- Kepala tukang - Mandor

PB 6.9.

PB 6.10.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Bahan Semen portland Pasir beton Koral beton 3/5

6.10.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Bahan Semen portland Pasir beton Koral beton/batu pecah 2/3 Rapidrant

6.11.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

6.12.1. -

= = = =

Rp. Rp. Rp. Rp.

3,750.00 10,400.00 211,650.00 813,012.00

386.000 Kg x 0.470 M³ x 0.780 M³ x

Rp. Rp. Rp.

1,300 87,800 185,900 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

501,800.00 41,266.00 145,002.00 688,068.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

165,000.00 32,500.00 3,750.00 10,400.00 211,650.00 899,718.00

479.000 Kg x 0.370 M³ x 0.740 M³ x

Rp. Rp. Rp.

1,300 87,800 185,900 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

622,700.00 32,486.00 137,566.00 792,752.00

1.650 0.250 0.025 0.080

Oh Oh Oh Oh

1.650 0.250 0.025 0.080

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

165,000.00 32,500.00 3,750.00 10,400.00 211,650.00 1,004,402.00

440.000 0.500 0.800 2.460

Kg M³ M³ Gln

x x x x

Rp. Rp. Rp. Rp.

1,300 = 87,800 = 177,700 = = Jumlah (1) =

Rp. Rp. Rp. Rp. Rp.

572,000.00 43,900.00 142,160.00 0.00 758,060.00

1.650 0.250 0.025 0.080

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

165,000.00 32,500.00 3,750.00 10,400.00 211,650.00 969,710.00

Kg M³ M³ Ltr

x x x x

Rp. Rp. Rp. Rp.

1,300 = 87,800 = 185,900 = = Jumlah (1) =

Rp. Rp. Rp. Rp. Rp.

436,800.00 47,412.00 150,579.00 0.00 634,791.00

1.650 Oh x 0.250 Oh x

Rp. Rp.

100,000 = 130,000 =

Rp. Rp.

165,000.00 32,500.00

1 M³ Membuat tiang pancang prestressed beton

6.11.1. -

PB 6.12.

150,000 130,000 Jumlah (2) Jumlah (1) + (2)

1 M³ Membuat beton 1 Pc : 1 Ps : 2 Kr

6.10.1. -

PB 6.11.

Rp. Rp.

1 M³ Membuat beton 1 Pc : 1,5 Ps : 2,5 Kr

6.9.1. Bahan - Semen portland - Pasir beton - Koral beton 3/5 6.9.2. -

0.025 Oh x 0.080 Oh x

1 M³ Membuat beton dengan puzzdith - 100 XR Bahan Semen portland Pasir beton Koral beton Puzzdith - 100 XR

6.12.2. Tenaga - Pekerja - Tukang batu

336.000 0.540 0.810 1.000

- Kepala tukang - Mandor

PB 6.13.

0.025 Oh x 0.080 Oh x

Rp. Rp.

150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = =

Rp. Rp. Rp. Rp.

3,750.00 10,400.00 211,650.00 846,441.00

336.000 Kg x 0.540 M³ x 0.810 M³ x

Rp. Rp. Rp.

1,300 87,800 177,700 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

436,800.00 47,412.00 143,937.00 628,149.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

200,000.00 45,500.00 5,250.00 130,000.00 380,750.00 1,008,899.00

291.000 Kg x 0.470 M³ x 0.930 M³ x

Rp. Rp. Rp.

1,300 87,800 177,700 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

378,300.00 41,266.00 165,261.00 584,827.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

200,000.00 45,500.00 5,250.00 130,000.00 380,750.00 965,577.00

367.000 Kg x 0.440 M³ x 0.880 M³ x

Rp. Rp. Rp.

1,300 87,800 177,700 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

477,100.00 38,632.00 156,376.00 672,108.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

200,000.00 45,500.00 5,250.00 130,000.00 380,750.00 1,052,858.00

400.000 Kg x 0.480 M³ x 0.880 M³ x

Rp. Rp. Rp.

1,300 87,800 177,700 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

520,000.00 42,144.00 156,376.00 718,520.00

2.000 Oh x 0.350 Oh x 0.035 Oh x

Rp. Rp. Rp.

100,000 = 130,000 = 150,000 =

Rp. Rp. Rp.

200,000.00 45,500.00 5,250.00

1 M³ Membuat beton 1 Pc : 2 Ps : 3 Kr

6.13.1. -

Bahan Semen portland Pasir beton Koral beton/batu pecah 2/3

6.13.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PB 6.14.

2.000 0.350 0.035 1.000

Oh Oh Oh Oh

1 M³ Membuat beton 1 Pc : 2 Ps : 4 Kr

6.14.1. -

Bahan Semen portland Pasir beton Koral beton/batu pecah 2/3

6.14.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PB 6.15.

2.000 0.350 0.035 1.000

Oh Oh Oh Oh

1 M³ Membuat beton 1 Pc : 1,5 Ps : 3 Kr

6.15.1. -

Bahan Semen portland Pasir beton Koral beton 2/3

6.15.2. Tenaga -

PB 6.16.

Pekerja Tukang batu Kepala tukang Mandor

2.000 0.350 0.035 1.000

Oh Oh Oh Oh

1 M³ Membuat beton 1 Pc : 1,5 Ps : 2,5 Kr

6.16.1. -

Bahan Semen portland Pasir beton Koral beton 2/3

6.16.2. -

Tenaga Pekerja Tukang batu Kepala tukang

- Mandor

PB 6.17.

Bahan Semen portland Pasir beton Koral beton 2/3

6.17.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

Bahan Semen portland Pasir beton Koral beton 2/3 Strorox - 100

6.18.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PB 6.20.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

130,000.00 380,750.00 1,099,270.00

615.000 Kg x 0.520 M³ x 0.520 M³ x

Rp. Rp. Rp.

1,300 87,800 177,700 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

799,500.00 45,656.00 92,404.00 937,560.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

200,000.00 45,500.00 5,250.00 130,000.00 380,750.00 1,318,310.00

2.000 0.350 0.035 1.000

Oh Oh Oh Oh

400.000 0.480 0.800 1.200

Kg M³ M³ M³

x x x x

Rp. Rp. Rp. Rp.

1,300 = 87,800 = 177,700 = = Jumlah (1) =

Rp. Rp. Rp. Rp. Rp.

520,000.00 42,144.00 142,160.00 0.00 704,304.00

2.000 0.350 0.035 1.000

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

200,000.00 45,500.00 5,250.00 130,000.00 380,750.00 1,085,054.00

1.050 M' x

Rp. Jumlah (1)

= =

Rp. Rp.

0.00 0.00

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

5,000.00 3,900.00 450.00 260.00 9,610.00 9,610.00

Jumlah (1)

= =

Rp. Rp.

0.00 0.00

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

5,000.00 4,550.00 525.00 260.00 10,335.00 10,335.00

0.050 0.030 0.003 0.002

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

1.050 M' x

Rp.

1 M' Memasang PVC Waterstop lebar 200 mm

6.20.1. Bahan - Waterstop lebar 200 mm

6.20.2. -

Rp. Rp. Rp.

1 M' Memasang PVC Waterstop lebar 150 mm

6.19.1. Bahan - Waterstop lebar 150 mm

6.19.2. -

130,000 = Jumlah (2) = Jumlah (1) + (2) =

1 M³ Membuat beton kedap air dengan strorox - 100

6.18.1. -

PB 6.19.

Rp.

1 M³ Membuat beton 1 Pc : 1 Ps : 1 Kr

6.17.1. -

PB 6.18.

1.000 Oh x

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.050 0.035 0.0035 0.002

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

PB 6.21.

1 M' Memasang PVC Waterstop lebar 230 mm

6.21.1. Bahan - Waterstop lebar 230 mm

1.050 M' x

Rp. Jumlah (1)

= =

Rp. Rp.

0.00 0.00

6.21.2. -

PB 6.22.

Tenaga Pekerja Tukang batu Mandor

PB 6.23.

Tenaga Pekerja Tukang batu Mandor

PB

PB

100,000 130,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = =

Rp. Rp. Rp. Rp. Rp.

55,000.00 4,550.00 260.00 59,810.00 59,810.00

1.050 M' x

Jumlah (1)

= =

Rp. Rp.

0.00 0.00

0.550 Oh x 0.035 Oh x 0.003 Oh x

100,000 130,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = =

Rp. Rp. Rp. Rp. Rp.

55,000.00 4,550.00 390.00 59,940.00 59,940.00

Jumlah (1)

= =

Rp. Rp.

0.00 0.00

Rp.

Rp. Rp. Rp.

1 M' Memasang PVC Waterstop lebar 300 mm

6.23.1. Bahan - Waterstop lebar 300 mm

6.23.2. -

Rp. Rp. Rp.

1 M' Memasang PVC Waterstop lebar 250 mm

6.22.1. Bahan - Waterstop lebar 250 mm

6.22.2. -

0.550 Oh x 0.035 Oh x 0.002 Oh x

Tenaga Pekerja Tukang batu Kepala tukang Mandor

1.050 M' x

0.300 0.260 0.026 0.005

Oh Oh Oh Oh

Rp.

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

30,000.00 33,800.00 3,900.00 650.00 68,350.00 68,350.00

6.25.1 Bahan Besi beton polos Kawat beton

1.050 Kg x 0.015 Kg x

Rp. Rp.

14,410 = 16,830 = Jumlah (1) =

Rp. Rp. Rp.

15,130.50 252.45 15,382.95

6.25.2 Tenaga Pekerja Tukang besi Kepala tukang Mandor

0.007 0.007 0.007 0.003

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

700.00 910.00 1,050.00 390.00 3,050.00 18,432.95

6.26.1 Bahan Besi Presstressed polos Kawat beton

1.050 Kg x 0.010 Kg x

Rp. Rp.

14,410 = 16,830 = Jumlah (1) =

Rp. Rp. Rp.

15,130.50 168.30 15,298.80

6.26.2 Tenaga Pekerja Tukang besi Kepala tukang

0.005 Oh x 0.005 Oh x 0.005 Oh x

Rp. Rp. Rp.

100,000 = 130,000 = 150,000 =

Rp. Rp. Rp.

500.00 650.00 750.00

6.25 1 Kg Pembesian dengan Besi polos

Oh Oh Oh Oh

6.26 1 M² Kabel Presstressed polos / strands

Mandor

PB

0.003 Oh x

Rp.

130,000 = Jumlah (2) = Jumlah (1) + (2) =

Rp. Rp. Rp.

390.00 2,290.00 17,588.80

6.28.1 Bahan Kayu sembarang Paku biasa 2" - 5" Minyak bekisting

0.040 M³ x 0.300 Kg x 0.100 Ltr x

Rp. Rp. Rp.

3,107,500 14,520 6,290 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

124,300.00 4,356.00 629.00 129,285.00

6.28.2 Tenaga Pekerja Tukang besi Kepala tukang Mandor

0.300 0.260 0.026 0.005

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

30,000.00 33,800.00 3,900.00 650.00 68,350.00 197,635.00

6.28 1 M² Pasang bekisting untuk pondasi

PB 6.29.

Oh Oh Oh Oh

1 M² Pasang bekisting untuk sloof

6.29.1. -

Bahan Kayu sembarang Paku biasa 2' - 5" Minyak bekisting

0.045 M³ x 0.300 Kg x 0.100 Lt x

Rp. Rp. Rp.

3,107,500 14,520 6,290 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

139,837.50 4,356.00 629.00 144,822.50

6.29.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.300 0.260 0.026 0.005

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

30,000.00 33,800.00 3,900.00 650.00 68,350.00 213,172.50

Oh Oh Oh Oh

x x x x

PB 6.30.

1 M² Pasang bekisting untuk kolom

6.30.1. -

Bahan Kayu sembarang Paku biasa 2' - 5" Minyak bekisting Balok kayu sembarang Plywood tebal 9 mm Kayu dolken/Laut Ø 3"-4"/4 m

0.040 0.400 0.200 0.015 0.350 2.000

M³ Kg Lt M³ Lbr Btg

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 6,290 3,107,500 116,820 19,250 Jumlah (1)

= = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

124,300.00 5,808.00 1,258.00 46,612.50 40,887.00 38,500.00 257,365.50

6.30.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.300 0.330 0.033 0.006

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

30,000.00 42,900.00 4,950.00 780.00 78,630.00 335,995.50

PB 6.31.

1 M² Pasang bekisting untuk balok

6.31.1. -

Bahan Kayu sembarang Paku biasa 2' - 5" Minyak bekisting Balok kayu sembarang Plywood tebal 9 mm Kayu dolken/Laut Ø 3"-4"/4 m

0.040 0.400 0.200 0.018 0.350 2.000

M³ Kg Lt M³ Lbr Btg

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 6,290 3,107,500 116,820 19,250 Jumlah (1)

= = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

124,300.00 5,808.00 1,258.00 55,935.00 40,887.00 38,500.00 266,688.00

6.31.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.320 0.330 0.033 0.006

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

32,000.00 42,900.00 4,950.00 780.00 80,630.00 347,318.00

0.040 0.400 0.200 0.015 0.350 6.000

M³ Kg Lt M³ Lbr Btg

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 6,290 3,107,500 116,820 19,250 Jumlah (1)

= = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

124,300.00 5,808.00 1,258.00 46,612.50 40,887.00 115,500.00 334,365.50

PB 6.32. 6.32.1. -

1 M² Pasang bekisting untuk lantai Bahan Kayu sembarang Paku biasa 2' - 5" Minyak bekisting Balok kayu sembarang Plywood tebal 9 mm Kayu dolken/Laut Ø 3"-4"/4 m

6.32.2. -

PB 6.33.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.320 0.330 0.033 0.006

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

32,000.00 42,900.00 4,950.00 780.00 80,630.00 414,995.50

1 M² Pasang bekisting untuk dinding

6.33.1. -

Bahan Kayu sembarang Paku biasa 2' - 5" Minyak bekisting Balok kayu sembarang Plywood tebal 9 mm Kayu dolken/Laut Ø 3"-4"/4 m Formtie/penjaga jarak bekisting/spacer

0.030 0.400 0.200 0.020 0.350 3.000 4.000

M³ Kg Lt M³ Lbr Btg Btg

x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 6,290 3,107,500 116,820 19,250 5,000 Jumlah (1)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

93,225.00 5,808.00 1,258.00 62,150.00 40,887.00 57,750.00 20,000.00 281,078.00

6.33.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.320 0.330 0.033 0.006

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

32,000.00 42,900.00 4,950.00 780.00 80,630.00 361,708.00

PB 6.34.

1 M² Pasang bekisting untuk tangga

6.34.1. -

Bahan Kayu sembarang Paku biasa 2' - 5" Minyak bekisting Balok kayu sembarang Plywood tebal 9 mm Kayu dolken/Laut Ø 3"-4"/4 m

0.030 0.400 0.150 0.015 0.350 2.000

M³ Kg Lt M³ Lbr Btg

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 6,290 3,107,500 116,820 19,250 Jumlah (1)

= = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

93,225.00 5,808.00 943.50 46,612.50 40,887.00 38,500.00 225,976.00

6.34.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.320 0.330 0.033 0.006

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

32,000.00 42,900.00 4,950.00 780.00 80,630.00 306,606.00

PB 6.35.

1 M³ Pasang beton dengan mutu K 225

6.35.1. -

Bahan Semen portland Pasir beton Batu pecah

6.35.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PB 6.36.

Rp. Rp. Rp.

1,300 87,800 190,200 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

504,400.00 57,070.00 123,630.00 685,100.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

600,000.00 130,000.00 15,000.00 39,000.00 784,000.00 1,469,100.00

400.000 Kg x 0.400 M³ x 0.820 M³ x

Rp. Rp. Rp.

1,300 87,800 190,200 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

520,000.00 35,120.00 155,964.00 711,084.00

x x x x

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

600,000.00 130,000.00 15,000.00 39,000.00 784,000.00 1,495,084.00

0.0264 M³ x 0.600 Kg x 0.500 Btg x

Rp. Rp. Rp.

3,107,500 14,520 19,250 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

82,038.00 8,712.00 9,625.00 100,375.00

Rp. Rp. Rp. Rp.

100,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 6,500.00 750.00 910.00 23,160.00 123,535.00

6.000 1.000 0.100 0.300

Oh Oh Oh Oh

1 M³ Pasang beton dengan mutu K 275

6.36.1. -

Bahan Semen portland Pasir beton Koral beton

6.36.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PB 6.37.

388.000 Kg x 0.650 M³ x 0.650 M³ x

6.000 1.000 0.100 0.300

Oh Oh Oh Oh

1 M² Pasang jembatan cor

6.37.1. -

Bahan Kayu sembarang Paku biasa 2" - 5 " Kayu dolken/Laut Ø 3"-4"/4 m

6.37.2. -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.150 0.050 0.005 0.007

Oh Oh Oh Oh

x x x x

PB 6.38.

1 M³ Membuat pondasi beton bertulang (150 kg besi + bekisting)

6.38.1. -

Bahan Kayu sembarang Paku biasa 2" - 5 " Minyak bekisting Besi beton polos Kawat beton Semen portland Pasir beton Koral beton

6.38.2. -

Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala tukang Mandor

PB 6.39.

0.2000 1.500 0.400 150.000 2.250 323.000 0.520 0.780

M³ Kg Lt Kg Kg Kg M³ M³

x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 6,290 14,410 16,830 1,300 87,800 190,200 Jumlah (1)

= = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

621,500.00 21,780.00 2,516.00 2,161,500.00 37,867.50 419,900.00 45,656.00 148,356.00 3,459,075.50

3.900 0.350 1.040 1.050 0.245 0.165

Oh Oh Oh Oh Oh Oh

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

390,000.00 45,500.00 135,200.00 136,500.00 36,750.00 21,450.00 765,400.00 4,224,475.50

1 M³ Membuat sloof beton bertulang (200 kg besi + bekisting)

6.39.1. -

Bahan Kayu sembarang Paku biasa 2" - 5 " Minyak bekisting Besi beton polos Kawat beton Semen portland Pasir beton Koral beton

6.39.2. -

Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala tukang Mandor

0.2700 2.000 0.600 200.000 3.000 323.000 0.520 0.780

M³ Kg Lt Kg Kg Kg M³ M³

x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 6,290 14,410 16,830 1,300 87,800 190,200 Jumlah (1)

= = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

839,025.00 29,040.00 3,774.00 2,882,000.00 50,490.00 419,900.00 45,656.00 148,356.00 4,418,241.00

4.850 0.350 1.560 1.400 0.331 0.170

Oh Oh Oh Oh Oh Oh

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

485,000.00 45,500.00 202,800.00 182,000.00 49,650.00 22,100.00 987,050.00 5,405,291.00

PB 6.40.

1 M³ Membuat kolom beton bertulang (300 kg besi + bekisting)

6.40.1. -

Bahan Kayu sembarang Paku biasa 2" - 5 " Minyak bekisting Besi beton polos Kawat beton Semen portland Pasir beton Koral beton Kayu sembarang balok Plywood 9 mm Kayu dolken/Laut Ø 3"-4"/4 m

6.40.2. -

Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala tukang Mandor

PB 6.41.

Bahan Kayu sembarang Paku biasa 2" - 5 " Minyak bekisting Besi beton polos Kawat beton Semen portland Pasir beton Koral beton Kayu sembarang balok Plywood 9 mm Kayu dolken/Laut Ø 3"-4"/4 m

6.41.2. -

Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala tukang Mandor

6.42.1. -

M³ Kg Lt Kg Kg Kg M³ M³ M³ Lbr Btg

x x x x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 6,290 14,410 16,830 1,300 87,800 190,200 3,107,500 116,820 19,250 Jumlah (1)

= = = = = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

1,243,000.00 58,080.00 12,580.00 4,323,000.00 75,735.00 419,900.00 45,656.00 148,356.00 466,125.00 408,870.00 385,000.00 7,586,302.00

7.300 0.350 3.300 2.100 0.570 0.250

Oh Oh Oh Oh Oh Oh

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

730,000.00 45,500.00 429,000.00 273,000.00 85,500.00 32,500.00 1,595,500.00 9,181,802.00

1 M³ Membuat balok beton bertulang (200 kg besi + bekisting)

6.41.1. -

PB 6.42.

0.4000 4.000 2.000 300.000 4.500 323.000 0.520 0.780 0.150 3.500 20.000

0.3200 3.200 1.600 200.000 3.000 323.000 0.520 0.780 0.140 2.800 16.000

M³ Kg Lt Kg Kg Kg M³ M³ M³ Lbr Btg

x x x x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 6,290 14,410 16,830 1,300 87,800 190,200 3,107,500 116,820 19,250 Jumlah (1)

= = = = = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

994,400.00 46,464.00 10,064.00 2,882,000.00 50,490.00 419,900.00 45,656.00 148,356.00 435,050.00 327,096.00 308,000.00 5,667,476.00

5.960 0.350 2.800 1.400 0.455 0.208

Oh Oh Oh Oh Oh Oh

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

596,000.00 45,500.00 364,000.00 182,000.00 68,250.00 27,040.00 1,282,790.00 6,950,266.00

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

994,400.00 46,464.00 10,064.00 2,161,500.00 37,867.50 419,900.00

1 M³ Membuat balok beton bertulang (150 kg besi + bekisting) Bahan Kayu sembarang Paku biasa 2" - 5 " Minyak bekisting Besi beton polos Kawat beton Semen portland

0.320 3.200 1.600 150.000 2.250 323.000

M³ Kg Lt Kg Kg Kg

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 6,290 14,410 16,830 1,300

6.42.2. -

PB 6.43.

Pasir beton Koral beton Kayu sembarang balok Plywood 9 mm Kayu dolken/Laut Ø 3"-4"/4 m Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala tukang Mandor

Bahan Kayu sembarang Paku biasa 2" - 5 " Minyak bekisting Besi beton polos Kawat beton Semen portland Pasir beton Koral beton Kayu sembarang balok Plywood 9 mm Kayu dolken/Laut Ø 3"-4"/4 m

6.43.2. -

Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala tukang Mandor

6.44.1. -

M³ M³ M³ Lbr Btg

x x x x x

Rp. Rp. Rp. Rp. Rp.

87,800 190,200 3,107,500 116,820 19,250 Jumlah (1)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

45,656.00 148,356.00 372,900.00 327,096.00 616,000.00 5,180,203.50

5.800 0.350 2.800 1.050 0.420 0.185

Oh Oh Oh Oh Oh Oh

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

580,000.00 45,500.00 364,000.00 136,500.00 63,000.00 24,050.00 1,213,050.00 6,393,253.50

1 M³ Membuat dinding beton bertulang (150 kg besi + bekisting)

6.43.1. -

PB 6.44.

0.520 0.780 0.120 2.800 32.000

0.240 3.200 1.600 150.000 2.250 323.000 0.520 0.780 0.160 2.800 24.000

M³ Kg Lt Kg Kg Kg M³ M³ M³ Lbr Btg

x x x x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 6,290 14,410 16,830 1,300 87,800 190,200 3,107,500 116,820 19,250 Jumlah (1)

= = = = = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

745,800.00 46,464.00 10,064.00 2,161,500.00 37,867.50 419,900.00 45,656.00 148,356.00 497,200.00 327,096.00 462,000.00 4,901,903.50

5.600 0.350 2.640 1.050 0.400 0.193

Oh Oh Oh Oh Oh Oh

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

560,000.00 45,500.00 343,200.00 136,500.00 60,000.00 25,090.00 1,170,290.00 6,072,193.50

= = = = = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

776,875.00 43,560.00 7,548.00 2,882,000.00 50,490.00 419,900.00 45,656.00 148,356.00 326,287.50 292,050.00 269,500.00 5,262,222.50

100,000 =

Rp.

560,000.00

1 M³ Membuat tangga beton bertulang (150 kg besi + bekisting) Bahan Kayu sembarang Paku biasa 2" - 5 " Minyak bekisting Besi beton polos Kawat beton Semen portland Pasir beton Koral beton Kayu sembarang balok Plywood 9 mm Kayu dolken/Laut Ø 3"-4"/4 m

6.44.2. Tenaga - Pekerja

0.250 3.000 1.200 200.000 3.000 323.000 0.520 0.780 0.105 2.500 14.000

M³ Kg Lt Kg Kg Kg M³ M³ M³ Lbr Btg

x x x x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

5.600 Oh x

Rp.

3,107,500 14,520 6,290 14,410 16,830 1,300 87,800 190,200 3,107,500 116,820 19,250 Jumlah (1)

-

PB 6.45.

Tukang batu Tukang kayu Tukang besi Kepala tukang Mandor

0.350 2.300 1.400 0.405 0.202

Oh Oh Oh Oh Oh

x x x x x

Rp. Rp. Rp. Rp. Rp.

130,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

45,500.00 299,000.00 182,000.00 60,750.00 26,260.00 1,173,510.00 6,435,732.50

1 M' Membuat kolom penguat beton bertulang (11 x 11) cm

6.45.1. -

Bahan Kayu sembarang Paku biasa 2" - 5 " Besi beton polos Kawat beton Semen portland Pasir beton Koral beton

0.002 0.010 3.000 0.450 4.000 0.006 0.009

M³ Kg Kg Kg Kg M³ M³

x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 14,410 16,830 1,300 87,800 190,200 Jumlah (1)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

6,215.00 145.20 43,230.00 7,573.50 5,200.00 526.80 1,711.80 64,602.30

6.45.2. -

Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala tukang Mandor

0.060 0.020 0.020 0.020 0.006 0.003

Oh Oh Oh Oh Oh Oh

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

6,000.00 2,600.00 2,600.00 2,600.00 900.00 390.00 15,090.00 79,692.30

PB 6.46.

1 M' Membuat ring balok beton bertulang (10 x 15) cm

6.46.1. -

Bahan Kayu sembarang Paku biasa 2" - 5 " Besi beton polos Kawat beton Semen portland Pasir beton Koral beton

0.003 0.020 3.600 0.050 5.500 0.009 0.015

M³ Kg Kg Kg Kg M³ M³

x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

3,107,500 14,520 14,410 16,830 1,300 87,800 190,200 Jumlah (1)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

9,322.50 290.40 51,876.00 841.50 7,150.00 790.20 2,853.00 73,123.60

6.46.2. -

Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala tukang Mandor

0.100 0.033 0.033 0.033 0.010 0.005

Oh Oh Oh Oh Oh Oh

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

100,000 130,000 130,000 130,000 150,000 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

10,000.00 4,290.00 4,290.00 4,290.00 1,500.00 650.00 25,020.00 98,143.60

ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP PPA 6.1

1 M² Pasang atap genteng palentong kecil

6.1.1 Bahan - Genteng Palentong

25.000 Buah x Rp. Jumlah (1)

6.1.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

PPA 6.2

0.150 0.075 0.008 0.008

0.150 0.075 0.008 0.008

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 9,750.00 1,200.00 1,040.00 26,990.00 68,740.00

2,170 = Rp. = Rp.

54,250.00 54,250.00

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

12.000 Buah x Rp. Jumlah (1)

6.3.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 9,750.00 1,200.00 1,040.00 26,990.00 81,240.00

3,980 = Rp. = Rp.

47,760.00 47,760.00

0.150 0.060 0.006 0.008

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 7,800.00 900.00 1,040.00 24,740.00 72,500.00

5.000 Buah x Rp. 9,350 = 8.000 Kg x Rp. 1,300 = 0.032 M³ x Rp. 76,500 = Jumlah (1) =

Rp. Rp. Rp. Rp.

46,750.00 10,400.00 2,448.00 59,598.00

0.400 0.200 0.020 0.002

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

40,000.00 26,000.00 3,000.00 260.00 69,260.00 128,858.00

5.000 Buah x Rp. 9,560 = 8.000 Kg x Rp. 1,300 = 0.032 M³ x Rp. 76,500 = Jumlah (1) =

Rp. Rp. Rp. Rp.

47,800.00 10,400.00 2,448.00 60,648.00

0.400 0.200 0.020 0.002

Rp. Rp. Rp. Rp. Rp. Rp.

40,000.00 26,000.00 3,000.00 260.00 69,260.00 129,908.00

1 M² Pasang genteng bubung palentong

6.4.1 Bahan - Bubung geneteng palentong - Semen portland - Pasir Pasang 6.4.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

1 M' Pasang bubung genteng kodok glazzuur

6.5.1 Bahan - Bubung genteng kodok - Semen portland - Pasir Pasang 6.5.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

PPA 6.6

= = = = = =

1 M² Pasang atap genteng palentong super / besar

6.3.1 Bahan - Genteng Palentong super

PPA 6.5

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

25.000 Buah x Rp. Jumlah (1)

6.2.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

PPA 6.4

x x x x

41,750.00 41,750.00

1 M² Pasang atap genteng kodok / glazzur

6.2.1 Bahan - Genteng Kodok

PPA 6.3

Oh Oh Oh Oh

1,670 = Rp. = Rp.

1 M' Pasang bubung genteng palentong besar

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

6.6.1 Bahan - Bubung genteng palentong super - Semen portland - Pasir Pasang 6.6.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

PPA 6.7

4.000 Buah x Rp. 12,740 = Rp. 8.000 Kg x Rp. 1,300 = Rp. 0.032 M³ x Rp. 76,500 = Rp. Jumlah (1) = Rp. 0.400 0.200 0.020 0.002

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

50,960.00 10,400.00 2,448.00 63,808.00

Rp. Rp. Rp. Rp. Rp. Rp.

40,000.00 26,000.00 3,000.00 260.00 69,260.00 133,068.00

1 M² Pasang roof light fiberglass ( 180 x 90 ) cm

6.7.1 Bahan - Roof light fibreglass - Paku biasa ½ " - 1"

0.600 Lbr 0.050 Kg

x Rp. 46,390 = Rp. x Rp. 16,940 = Rp. Jumlah (1) = Rp.

27,834.00 847.00 28,681.00

6.7.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.067 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 8,710.00 1,050.00 910.00 24,670.00 53,351.00

PPA 6.8

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap asbes gelombang ( 2,70 x 0,92 m ) x 5 mm

6.8.1 Bahan - Atap asbes gelombang - Paku seng

0.450 Lbr 0.120 Kg

x Rp. 106,810 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

48,064.50 2,442.00 50,506.50

6.8.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.075 0.008 0.008

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 9,750.00 1,200.00 1,040.00 25,990.00 76,496.50

PPA 6.9

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap asbes gelombang ( 2,40 x 0,92 m ) x 5 mm

6.9.1 Bahan - Atap asbes gelombang - Paku seng

0.500 Lbr 0.120 Kg

x Rp. 97,020 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

48,510.00 2,442.00 50,952.00

6.9.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.075 0.008 0.008

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 9,750.00 1,200.00 1,040.00 25,990.00 76,942.00

PPA 6.10

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap asbes gelombang ( 2,10 x 0,92 m ) x 5 mm

6.10.1 Bahan - Atap asbes gelombang - Paku seng

0.600 Lbr 0.120 Kg

x Rp. 88,770 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

53,262.00 2,442.00 55,704.00

6.10.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.075 0.008 0.008

x x x x

14,000.00 9,750.00 1,200.00 1,040.00 25,990.00 81,694.00

PPA 6.11

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

1 M² Pasang atap asbes gelombang ( 1,80 x 0,92 m ) x 5 mm

6.11.1 Bahan

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

- Atap asbes gelombang - Paku seng 6.11.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

PPA 6.12

0.750 Lbr 0.120 Kg

x Rp. 70,950 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

53,212.50 2,442.00 55,654.50

0.140 0.070 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 9,100.00 1,050.00 910.00 25,060.00 80,714.50

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap asbes gelombang ( 2,40 x 1,05 m ) x 4 mm

6.12.1 Bahan - Atap asbes gelombang - Paku seng

0.450 Lbr 0.120 Kg

x Rp. 108,130 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

48,658.50 2,442.00 51,100.50

6.12.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.070 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 9,100.00 1,050.00 910.00 25,060.00 76,160.50

PPA 6.13

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap asbes gelombang ( 2,10 x 1,05 m ) x 4 mm

6.13.1 Bahan - Atap asbes gelombang - Paku seng

0.500 Lbr 0.120 Kg

x Rp. 93,170 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

46,585.00 2,442.00 49,027.00

6.13.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.070 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 9,100.00 1,050.00 910.00 25,060.00 74,087.00

PPA 6.14

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap asbes gelombang ( 1,80 x 1,05 m ) x 4 mm

6.14.1 Bahan - Atap asbes gelombang - Paku seng

0.600 Lbr 0.120 Kg

x Rp. 59,380 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

35,628.00 2,442.00 38,070.00

6.14.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.067 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 8,710.00 1,050.00 910.00 24,670.00 62,740.00

PPA 6.15

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap asbes gelombang ( 2,10 x 1,05 m ) x 4 mm

6.15.1 Bahan - Atap asbes gelombang - Paku seng

0.510 Lbr 0.120 Kg

x Rp. 59,380 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

30,283.80 2,442.00 32,725.80

6.15.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.067 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 8,710.00 1,050.00 910.00 24,670.00 57,395.80

59,380 = Rp.

47,504.00

PPA 6.16

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

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.

- Paku seng 6.16.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

PPA 6.17

0.120 Kg

x Rp. 20,350 = Rp. Jumlah (1) = Rp.

2,442.00 49,946.00

0.140 0.067 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 8,710.00 1,050.00 910.00 24,670.00 74,616.00

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap asbes gelombang ( 3,00 x 1,08 m ) x 6 mm

6.17.1 Bahan - Atap asbes gelombang - Paku seng

0.370 Lbr 0.120 Kg

x Rp. 59,380 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

21,970.60 2,442.00 24,412.60

6.17.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.067 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 8,710.00 1,050.00 910.00 24,670.00 49,082.60

PPA 6.18

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap asbes gelombang ( 2,70 x 1,08 m ) x 6 mm

6.18.1 Bahan - Atap asbes gelombang - Paku seng

0.380 Lbr 0.120 Kg

x Rp. 155,430 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

59,063.40 2,442.00 61,505.40

6.18.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.067 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 8,710.00 1,050.00 910.00 24,670.00 86,175.40

PPA 6.19

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap asbes gelombang ( 2,4 x 1,08 m ) x 6 mm

6.19.1 Bahan - Atap asbes gelombang - Paku seng

0.450 Lbr 0.120 Kg

x Rp. 128,370 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

57,766.50 2,442.00 60,208.50

6.19.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.067 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 8,710.00 1,050.00 910.00 24,670.00 84,878.50

PPA 6.20

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap asbes gelombang ( 2,1 x 1,08 m ) x 6 mm

6.20.1 Bahan - Atap asbes gelombang - Paku seng

0.490 Lbr 0.120 Kg

x Rp. 120,450 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

59,020.50 2,442.00 61,462.50

6.16.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.140 0.067 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 8,710.00 1,050.00 910.00 24,670.00 86,132.50

103,620 = Rp.

59,063.40

PPA 6.21

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

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.

- Paku seng 6.21.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

PPA 6.22

0.120 Kg

x Rp. 20,350 = Rp. Jumlah (1) = Rp.

2,442.00 61,505.40

0.140 0.067 0.007 0.007

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

14,000.00 8,710.00 1,050.00 910.00 24,670.00 86,175.40

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M' Pasang bubung stel gelombang 0,92 m

6.22.1 Bahan - Bubung stel gelombang - Paku seng

2.400 Lbr 6.000 Bh

x Rp. 19,590 = Rp. x Rp. 410 = Rp. Jumlah (1) = Rp.

47,016.00 2,460.00 49,476.00

6.22.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.084 0.125 0.013 0.004

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

8,400.00 16,250.00 1,950.00 520.00 27,120.00 76,596.00

PPA 6.23

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M' Pasang nok stel gelombang 1,05 m

6.23.1 Bahan - Bubung stel gelombang - Paku seng

2.100 Lbr 6.000 Bh

x Rp. 25,990 = Rp. x Rp. 410 = Rp. Jumlah (1) = Rp.

54,579.00 2,460.00 57,039.00

6.23.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.084 0.125 0.013 0.004

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

8,400.00 16,250.00 1,950.00 520.00 27,120.00 84,159.00

PPA 6.24

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M' Pasang nok stel gelombang 1,08 m

6.24.1 Bahan - Bubung stel gelombang - Paku seng

2.050 Lbr 6.000 Bh

x Rp. 28,510 = Rp. x Rp. 410 = Rp. Jumlah (1) = Rp.

58,445.50 2,460.00 60,905.50

6.24.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.084 0.125 0.013 0.004

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

8,400.00 16,250.00 1,950.00 520.00 27,120.00 88,025.50

PPA 6.25

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M' Pasang nok paten 1,05 m

6.25.1 Bahan - Nok paten 5 mm - Paku seng

1.200 Lbr 6.000 Bh

x Rp. 36,810 = Rp. x Rp. 410 = Rp. Jumlah (1) = Rp.

44,172.00 2,460.00 46,632.00

6.25.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.084 0.125 0.013 0.004

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

8,400.00 16,250.00 1,950.00 520.00 27,120.00 73,752.00

30,950 = Rp. 410 = Rp.

37,140.00 2,460.00

PPA 6.26

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M' Pasang nok paten 1,05 m

6.26.1 Bahan - Nok paten 4 mm - Paku seng

1.200 Lbr 6.000 Bh

x Rp. x Rp.

6.26.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

PPA 6.27

0.084 0.125 0.013 0.004

Oh Oh Oh Oh

x x x x

Jumlah (1)

= Rp.

39,600.00

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

8,400.00 16,250.00 1,950.00 520.00 27,120.00 66,720.00

1 M' Pasang nok paten 1,08 m

6.27.1 Bahan - Nok paten 6 mm - Paku seng

1.200 Lbr 6.000 Bh

x Rp. 42,960 = Rp. x Rp. 410 = Rp. Jumlah (1) = Rp.

51,552.00 2,460.00 54,012.00

6.27.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.084 0.125 0.013 0.004

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

8,400.00 16,250.00 1,950.00 520.00 27,120.00 81,132.00

PPA 6.28

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M' Pasang nok stel rata 0,92 m

6.28.1 Bahan - Nok stel rata 5 mm - Paku seng

1.100 Lbr 6.000 Bh

x Rp. 36,080 = Rp. x Rp. 410 = Rp. Jumlah (1) = Rp.

39,688.00 2,460.00 42,148.00

6.28.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.100 0.150 0.013 0.004

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

10,000.00 19,500.00 1,950.00 520.00 31,970.00 74,118.00

PPA 6.29

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M' Pasang nok stel rata 1,05 m

6.29.1 Bahan - Nok stel rata 4 mm - Paku seng

1.100 Lbr 6.000 Bh

x Rp. 30,250 = Rp. x Rp. 410 = Rp. Jumlah (1) = Rp.

33,275.00 2,460.00 35,735.00

6.29.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.084 0.125 0.013 0.004

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

8,400.00 16,250.00 1,950.00 520.00 27,120.00 62,855.00

x Rp. 5,970 = Rp. x Rp. 14,520 = Rp. Jumlah (1) = Rp.

65,670.00 435.60 66,105.60

PPA 6.30

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M² Pasang atap genteng beton

6.30.1 Bahan - Atap genteng beton - Paku biasa 2" - 5" 6.30.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

PPA 6.31

Oh Oh Oh Oh

11.000 Bh 0.030 Kg

0.200 0.100 0.010 0.010

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 13,000.00 1,500.00 1,300.00 35,800.00 101,905.60

6.900 0.350 0.030 0.500

Lbr Lbr Kg Bh

x x x x

Rp. Rp. Rp. Rp.

= = = =

Rp. Rp. Rp. Rp.

78,108.00 27,258.00 508.20 13,750.00

1 M² Pasang atap genteng aspal

6.31.1 Bahan - Nok genteng aspal - Plywood 4" x 8" x 6 mm - Paku biasa ½" - 1" - Plastic aerator

11,320 77,880 16,940 27,500

6.31.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

PPA 6.32

0.200 0.300 0.003 0.010

Oh Oh Oh Oh

x x x x

Jumlah (1)

= Rp.

119,624.20

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 39,000.00 450.00 1,300.00 60,750.00 180,374.20

65,412.60 2,904.00 68,316.60

1 M² Pasang atap genteng metal / multi roof

6.32.1 Bahan - Atap genteng metal - Paku biasa 2" - 5"

1.020 Bh 0.200 Kg

x Rp. 64,130 = Rp. x Rp. 14,520 = Rp. Jumlah (1) = Rp.

6.32.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.200 0.100 0.010 0.010

x x x x

PPA 6.33

6.33.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

6.34.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

Rp. Rp. Rp. Rp. Rp. Rp.

20,000.00 13,000.00 1,500.00 1,300.00 35,800.00 104,116.60

60.000 Bh 0.200 Kg

x Rp. 1,030 = Rp. x Rp. 16,940 = Rp. Jumlah (1) = Rp.

61,800.00 3,388.00 65,188.00

0.166 0.250 0.025 0.008

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

16,600.00 32,500.00 3,750.00 1,040.00 53,890.00 119,078.00

3.500 0.050 10.800 0.032 1.000

Bh Kg Kg M³ Kg

x x x x x

Rp. 13,440 = Rp. Rp. 14,520 = Rp. Rp. 1,300 = Rp. Rp. 76,500 = Rp. Rp. 2,500 = Rp. Jumlah (1) = Rp.

47,040.00 726.00 14,040.00 2,448.00 2,500.00 66,754.00

0.400 0.200 0.020 0.020

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

40,000.00 26,000.00 3,000.00 2,600.00 71,600.00 138,354.00

x Rp. 11,320 x Rp. 16,940 x Rp. 9,650,000 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

22,640.00 847.00 33,775.00 57,262.00

x x x x

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

12,500.00 32,500.00 3,750.00 780.00 49,530.00 106,792.00

x Rp. 41,140 = Rp. x Rp. 16,940 = Rp. Jumlah (1) = Rp.

45,254.00 847.00 46,101.00

1 M' Pasang nok genteng aspal

6.35.1 Bahan - Nok genteng aspal - Paku biasa ½" - 1" - Kayu papan 6.35.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

PPA 6.36

= = = = = =

1 M' Pasang nok genteng beton

6.34.1 Bahan - Nok atap genteng beton - Paku biasa 2" x 5" - Semen PC - Pasir pasang - Semen warna

PPA 6.35

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

1 M² Pasang atap sirap

6.33.1 Bahan - Atap sirap - Paku biasa ½" - 1"

PPA 6.34

Oh Oh Oh Oh

2.000 Bh 0.050 Kg 0.0035 M³

0.125 0.250 0.025 0.006

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

1 M' Pasang nok genteng metal

6.36.1 Bahan - Nok genteng decra bond - Paku biasa ½" - 1"

1.100 Bh 0.050 Kg

6.36.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.250 0.150 0.015 0.013

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

25,000.00 19,500.00 2,250.00 1,690.00 48,440.00 94,541.00

6.37.1 Bahan - Seng plat 3" x 6" BJLS 35 - Paku biasa ½" - 1" - Paku biasa 2" - 5" - Kayu papan tbl. 3 cm

0.400 0.060 0.050 0.004

Lbr Kg Kg M³

x x x x

Rp. 115,500 Rp. 16,940 Rp. 14,520 Rp. 9,650,000 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

46,200.00 1,016.40 726.00 38,600.00 86,542.40

6.37.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.125 0.250 0.025 0.006

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

12,500.00 32,500.00 3,750.00 780.00 49,530.00 136,072.40

PPA 6.37

PPA 6.38

1 M' Pasang nok sirap

1 M' Pasang atap seng gelombang

6.38.1 Bahan - Seng gelombang 3" x 6" BJLS 30 - Paku seng

0.700 Lbr 0.040 Kg

x Rp. 59,640 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

41,748.00 814.00 42,562.00

6.38.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.120 0.060 0.006 0.006

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

12,000.00 7,800.00 900.00 780.00 21,480.00 64,042.00

PPA 6.39

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M' Pasang atap nok seng

6.39.1 Bahan - Seng plat 3" x 6" BJLS 35 - Paku seng

0.300 Bh 0.020 Kg

x Rp. 115,500 = Rp. x Rp. 20,350 = Rp. Jumlah (1) = Rp.

34,650.00 407.00 35,057.00

6.39.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.150 0.070 0.008 0.006

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 9,100.00 1,200.00 780.00 26,080.00 61,137.00

PPA 6.40

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M' Pasang atap aluminium

6.40.1 Bahan - Atap aluminium gelombang 0,55 - Paku hak panjang 15 cm

1.050 Bh 0.020 Kg

x Rp. 98,180 = Rp. x Rp. 30,530 = Rp. Jumlah (1) = Rp.

103,089.00 610.60 103,699.60

6.40.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.150 0.075 0.008 0.006

x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 9,750.00 1,200.00 780.00 26,730.00 130,429.60

x Rp. 47,890 = Rp. x Rp. 30,530 = Rp. Jumlah (1) = Rp.

57,468.00 1,221.20 58,689.20

PPA 6.41

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

1 M' Pasang nok aluminium

6.41.1 Bahan - Nok standard 40 cm 18 SWG 22 - Paku hak panjang 15 cm 6.41.2 Tenaga

1.200 Bh 0.040 Kg

-

PPA 6.42

Pekerja Tukang Kayu Kepala Tukang Mandor

0.100 0.100 0.010 0.010

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

10,000.00 13,000.00 1,500.00 1,300.00 25,800.00 84,489.20

81,060.00 81,060.00

1 M' Pasang aluminium foil / sisalation

6.42.1 Bahan - Sisalation / Aluminium foil

1.050 M²

x Rp. 77,200 = Rp. Jumlah (1) = Rp.

6.42.2 Tenaga - Pekerja - Tukang Kayu - Kepala Tukang - Mandor

0.150 0.050 0.005 0.008

x x x x

Oh Oh Oh Oh

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

15,000.00 6,500.00 750.00 1,040.00 23,290.00 104,350.00

ANALISA BIAYA KONSTRUKSI PEKERJAAN 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 Semen portland Pasir pasang Semen warna

6.930 9.800 0.0215 1.300

Bh Kg M³ Kg

x x x x

Rp. 46,590 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

322,868.70 12,740.00 1,644.75 3,250.00 340,503.45

-

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.250 0.120 0.012 0.0125

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

25,000.00 15,600.00 1,800.00 1,625.00 44,025.00 384,528.45

6.9.2

PPL 6.10

1 M² Pasang lantai ubin granito ukuran 30 x 30 cm

6.10.1 -

Bahan Ubin granito 30 x 30 cm Semen portland Pasir pasang Semen warna

11.870 10.000 0.0215 1.500

Bh Kg M³ Kg

x x x x

Rp. 26,260 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

311,706.20 13,000.00 1,644.75 3,750.00 330,100.95

6.10.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.260 0.125 0.0125 0.013

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

26,000.00 16,250.00 1,875.00 1,690.00 45,815.00 375,915.95

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 Semen portland Pasir pasang Semen warna

2.780 8.190 0.0215 1.000

Bh Kg M³ Kg

x x x x

Rp. 109,510 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

304,437.80 10,647.00 1,644.75 2,500.00 319,229.55

6.13.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.250 0.120 0.012 0.0125

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

25,000.00 15,600.00 1,800.00 1,625.00 44,025.00 363,254.55

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 Semen portland Pasir pasang Semen warna

6.14.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

6.250 8.800 0.0215 1.300

Bh Kg M³ Kg

x x x x

Rp. 48,400 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

302,500.00 11,440.00 1,644.75 3,250.00 318,834.75

0.672 0.224 0.022 0.034

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

67,200.00 29,120.00 3,300.00 4,420.00 104,040.00 422,874.75

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 Semen portland Pasir pasang Semen warna

6.15.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.24

Bh Kg M³ Kg

x x x x

Rp. 27,230 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

323,220.10 13,000.00 1,644.75 3,750.00 341,614.85

0.700 0.340 0.034 0.035

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

70,000.00 44,200.00 5,100.00 4,550.00 123,850.00 465,464.85

1 M' Pasang plint ubin granito ukuran 10 x 40 cm

6.24.1 -

Bahan Plint ubin granito 10 x 40 cm Semen portland Pasir pasang Semen warna

6.24.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.25

11.870 10.000 0.0215 1.500

2.650 1.200 0.0032 0.100

Bh Kg M³ Kg

x x x x

Rp. 62,800 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

166,420.00 1,560.00 244.80 250.00 168,474.80

0.600 0.030 0.003 0.003

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

60,000.00 3,900.00 450.00 390.00 64,740.00 233,214.80

1 M' Pasang plint ubin granito ukuran 10 x 30 cm

6.25.1 -

Bahan Plint ubin granito 10 x 30 cm Semen portland Pasir pasang Semen warna

3.330 1.650 0.0032 0.100

Bh Kg M³ Kg

x x x x

Rp. 27,950 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

93,073.50 2,145.00 244.80 250.00 95,713.30

6.25.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.900 0.090 0.009 0.0045

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

90,000.00 11,700.00 1,350.00 585.00 103,635.00 199,348.30

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 Semen portland Pasir pasang Semen warna

1.700 1.650 0.0032 0.100

Bh Kg M³ Kg

x x x x

Rp. 65,700 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

111,690.00 2,145.00 244.80 250.00 114,329.80

6.28.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.900 0.090 0.009 0.0045

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

90,000.00 11,700.00 1,350.00 585.00 103,635.00 217,964.80

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 Semen portland Pasir pasang Semen warna

2.500 1.650 0.0032 0.100

Bh Kg M³ Kg

x x x x

Rp. 29,040 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

72,600.00 2,145.00 244.80 250.00 75,239.80

6.29.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.900 0.090 0.009 0.0045

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

90,000.00 11,700.00 1,350.00 585.00 103,635.00 178,874.80

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 Semen portland Pasir pasang Semen warna

3.330 1.650 0.0032 0.100

Bh Kg M³ Kg

x x x x

Rp. 16,340 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

54,412.20 2,145.00 244.80 250.00 57,052.00

6.30.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.900 0.090 0.009 0.0045

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

90,000.00 11,700.00 1,350.00 585.00 103,635.00 160,687.00

PPL 6.34

1 M² Pasang lantai keramik artistik 10 x 20 cm

6.34.1 -

Bahan Keramik artistik 10 x 20 cm Semen portland Pasir pasang Semen warna

6.34.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.35

50.000 11.380 0.042 1.500

Bh Kg M³ Kg

x x x x

Rp. 1,760 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

88,000.00 14,794.00 3,213.00 3,750.00 109,757.00

0.620 0.350 0.035 0.030

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

62,000.00 45,500.00 5,250.00 3,900.00 116,650.00 226,407.00

1 M² Pasang lantai keramik artistik 10 x 10 cm

6.35.1 -

Bahan Keramik artistik 10 x 10 cm Semen portland Pasir pasang Semen warna

6.35.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

50.000 11.380 0.042 2.000

Bh Kg M³ Kg

x x x x

Rp. 910 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

45,500.00 14,794.00 3,213.00 5,000.00 68,507.00

0.620 0.350 0.035 0.030

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

62,000.00 45,500.00 5,250.00 3,900.00 116,650.00 185,157.00

PPL 6.36

1 M² Pasang lantai keramik artistik ukuran 5 x 20 cm

6.36.1 -

Bahan Keramik artistik 5 x 20 cm Semen portland Pasir pasang Semen warna

6.36.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.37

100.000 11.380 0.042 1.500

Bh Kg M³ Kg

x x x x

Rp. 910 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

91,000.00 14,794.00 3,213.00 3,750.00 112,757.00

0.620 0.350 0.035 0.030

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

62,000.00 45,500.00 5,250.00 3,900.00 116,650.00 229,407.00

1 M' Pasang plint keramik artistik ukuran 10 x 20 cm

6.37.1 -

Bahan keramik artistik 10 x 20 cm Semen portland Pasir pasang Semen warna

5.000 1.650 0.0032 0.100

Bh Kg M³ Kg

x x x x

Rp. 1,760 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

8,800.00 2,145.00 244.80 250.00 11,439.80

6.37.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.090 0.090 0.009 0.0045

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

9,000.00 11,700.00 1,350.00 585.00 22,635.00 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 Semen portland Pasir pasang Semen warna

10.000 1.650 0.0032 0.120

Bh Kg M³ Kg

x x x x

Rp. 910 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

9,100.00 2,145.00 244.80 300.00 11,789.80

6.38.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.090 0.090 0.009 0.0045

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

9,000.00 11,700.00 1,350.00 585.00 22,635.00 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 Semen portland Pasir pasang Semen warna

5.000 0.850 0.0032 0.080

Bh Kg M³ Kg

x x x x

Rp. 1,210 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

6,050.00 1,105.00 244.80 200.00 7,599.80

6.39.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.090 0.090 0.009 0.0045

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

9,000.00 11,700.00 1,350.00 585.00 22,635.00 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 Semen portland Pasir pasang Semen warna

3.340 0.850 0.0032 0.080

Bh Kg M³ Kg

x x x x

Rp. 4,110 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

13,727.40 1,105.00 244.80 200.00 15,277.20

6.39.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.090 0.090 0.009 0.0045

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

9,000.00 11,700.00 1,350.00 585.00 22,635.00 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 Semen portland Pasir pasang Semen warna

2.500 0.850 0.0032 0.080

Bh Kg M³ Kg

x x x x

Rp. 5,690 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

14,225.00 1,105.00 244.80 200.00 15,774.80

6.39.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.090 0.090 0.009 0.0045

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

9,000.00 11,700.00 1,350.00 585.00 22,635.00 38,409.80

3.500 Bh x Rp. 8,230 = Rp. 0.080 Kg x Rp. 44,900 = Rp. Jumlah (1) = Rp.

28,805.00 3,592.00 32,397.00

0.080 0.080 0.008 0.004

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

8,000.00 10,400.00 1,200.00 520.00 20,120.00 52,517.00

50.000 11.380 0.042 1.500

Bh Kg M³ Kg

x x x x

Rp. 1,210 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

60,500.00 14,794.00 3,213.00 3,750.00 82,257.00

0.620 0.350 0.035 0.030

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

62,000.00 45,500.00 5,250.00 3,900.00 116,650.00 198,907.00

PPL 6.41

1 M' Pasang plint vinyil tanpa adukan

6.41.1 Bahan - Vinyl 30 x 30 cm - Lem vinyl 6.41.2 -

PPL 6.42

Tenaga Pekerja Tukang batu Kepala tukang Mandor

1 M² Pasang lantai keramik 10 x 20 cm

6.42.1 -

Bahan Ubin keramik 10 x 20 cm Semen portland Pasir pasang Semen warna

6.42.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.43

1 M² Pasang lantai keramik 15 x 15 cm

6.43.1 -

Bahan Ubin keramik 15 x 15 cm Semen portland Pasir pasang Semen warna

6.43.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.44

Bahan Ubin keramik 20 x 20 cm Semen portland Pasir pasang Semen warna

6.44.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

x x x x

Rp. 1,400 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

61,600.00 14,794.00 3,213.00 3,750.00 83,357.00

0.620 0.350 0.035 0.030

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

62,000.00 45,500.00 5,250.00 3,900.00 116,650.00 200,007.00

25.000 11.380 0.042 1.500

Bh Kg M³ Kg

x x x x

Rp. 2,490 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

62,250.00 14,794.00 3,213.00 3,750.00 84,007.00

0.620 0.350 0.035 0.030

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

62,000.00 45,500.00 5,250.00 3,900.00 116,650.00 200,657.00

20.000 11.380 0.042 1.500

Bh Kg M³ Kg

x x x x

Rp. 3,150 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

63,000.00 14,794.00 3,213.00 3,750.00 84,757.00

0.620 0.350 0.035 0.030

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

62,000.00 45,500.00 5,250.00 3,900.00 116,650.00 201,407.00

16.000 11.380 0.042 1.500

Bh Kg M³ Kg

x x x x

Rp. 3,870 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

61,920.00 14,794.00 3,213.00 3,750.00 83,677.00

0.620 0.350 0.035 0.030

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

62,000.00 45,500.00 5,250.00 3,900.00 116,650.00 200,327.00

1 M² Pasang lantai keramik 20 x 25 cm

6.45.1 -

Bahan Ubin keramik 20 x 25 cm Semen portland Pasir pasang Semen warna

6.45.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.46

Bh Kg M³ Kg

1 M² Pasang lantai keramik 20 x 20 cm

6.44.1 -

PPL 6.45

44.000 11.380 0.042 1.500

1 M² Pasang lantai keramik 25 x 25 cm

6.46.1 -

Bahan Ubin keramik 25 x 25 cm Semen portland Pasir pasang Semen warna

6.46.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.47

1 M² Pasang lantai keramik 30 x 30 cm

6.47.1 -

Bahan Ubin keramik 30 x 30 cm Semen portland Pasir pasang Semen warna

6.47.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

PPL 6.49

11.120 11.380 0.042 1.500

Bh Kg M³ Kg

x x x x

Rp. 5,570 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

61,938.40 14,794.00 3,213.00 3,750.00 83,695.40

0.620 0.350 0.035 0.030

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

62,000.00 45,500.00 5,250.00 3,900.00 116,650.00 200,345.40

6.250 11.380 0.042 1.500

Bh Kg M³ Kg

x x x x

Rp. 9,680 Rp. 1,300 Rp. 76,500 Rp. 2,500 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

60,500.00 14,794.00 3,213.00 3,750.00 82,257.00

0.620 0.350 0.035 0.030

Oh Oh Oh Oh

x x x x

Rp. 100,000 Rp. 130,000 Rp. 150,000 Rp. 130,000 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

62,000.00 45,500.00 5,250.00 3,900.00 116,650.00 198,907.00

1 M² Pasang lantai keramik 40 x 40 cm

6.49.1 -

Bahan Ubin keramik 40 x 40 cm Semen portland Pasir pasang Semen warna

6.49.2 -

Tenaga Pekerja Tukang batu Kepala tukang Mandor

DAFTAR HARGA SATUAN UPAH DAN BAHAN PEKERJAAN PEMBANGUNAN GEDUNG NEGARA TAHUN ANGGARAN 2010

NO.

URAIAN HARGA UPAH

HARGA

SATUAN

1

2

3

4

1 2 3 4 5 6 7 8 9 10

Pekerja Mandor Tukang Batu Tukang Kayu Tukang Besi Tukang Keramik Tukang Plafond Tukang Pasang Pipa Tukang Cat Kepala Tukang

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

100,000.00 130,000.00 130,000.00 130,000.00 130,000.00 130,000.00 130,000.00 130,000.00 130,000.00 150,000.00

/ / / / / / / / / /

Org/Hari OH OH OH OH OH OH OH OH OH

NO.

URAIAN HARGA BAHAN

HARGA

SATUAN

1

2

3

4

A 1 2 3 4 5 6

TIMBUNAN / GALIAN Tanah Timbun/Merah Pasir Timbun / Urug Pasir Pasang Pasir beton Sirtu Tanah Humus

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

62,900.00 64,400.00 76,500.00 87,800.00 87,800.00 71,500.00

/ / / / / /

M3 M3 M3 M3 M3 M3

B 1 2 3 4 5 6

BAHAN PEREKAT Portland Cement (PC) Cement Putih Lem Kayu Lem Vinyl / Karet Perekat Kaca Waterfroof

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

1,300.00 2,500.00 37,400.00 44,900.00 76,500.00 52,300.00

/ / / / / /

Kg Kg Kg Kg Kg Kg

C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

BATU / BATU CETAKAN Batu Krikil / Koral 3 - 5 cm Batu Krikil / Koral 5 - 7 cm Batu Krikil / Koral 7 - 10 cm Batu Belah/Kali 10 - 15 cm Batu Belah/Kali 15 - 20 cm Batu Pecah 1 - 2 cm Batu Pecah 2 - 3 cm Batu Pecah 3 - 5 cm Batu Pecah 5 - 7 cm Batu Kacang /jagung 0,5 - 1 cm Batu Splyt Batu Bata biasa 5x10x20 cm Batu Bata Mesin 5x10x20 cm Batu Bataco 6x12x24 cm Batu Krawang 10x10x20 cm Batu Krawang 10x15x15 cm Batu Krawang 10x20x20 cm Concrete Block (CB) 10 Concrete Block (CB) 15 Concrete Block (CB) 20 Bondbeam 40x20x20 cm Con Block warna type Holland tb 6 cm Con Block warna type Uni pave tb 6 cm Con Block warna type Dosex Six tb 6 cm Con Block warna type Hexagon tb 6 cm Con Block K 125 Con Block K 175

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

185,900.00 170,900.00 155,900.00 140,900.00 125,900.00 190,200.00 177,700.00 165,200.00 150,200.00 202,700.00 212,700.00 610.00 720.00 4,180.00 3,030.00 3,470.00 3,740.00 740.00 1,600.00 2,920.00 30,250.00 1,720.00 1,600.00 1,840.00 1,710.00 1,750.00 2,700.00

/ / / / / / / / / / / / / / / / / / / / / / / / / / /

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh

1 D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53

2 KAYU / LANGIT - LANGIT Balok Kayu Jati Papan Kayu Jati Balok Kayu Damar Laut Papan Kayu Damar Laut Balok Kayu Meranti Batu Papan Kayu Meranti Batu Balok Kayu Kapur Papan kayu Kapur Balok Kayu Meranti Kls I Papan Kayu Meranti Kls I Kayu Sembarang/Bekisting Kayu Bakar Papan Lambersering/Rider Kayu Lat Asbes 5x30x400 mm Kayu Kaso 5 - 7 /400 cm Kayu Dolken / Kayu Laut Ø 7,5 - 10 / 400 cm Bambu Ø 6 - 8 /600 cm Bilik Bambu Kayu Profil 1" Kayu Profil 2" Kayu Profil 3" Kayu Profil 4" Profil Gypsum 2" Profil Gypsum 3" Profil Gypsum 4" Profil Gypsum 6" Plywood 120x240 tbl. 18 mm Plywood 120x240 tbl. 12 mm Plywood 120x240 tbl. 9 mm Plywood 120x240 tbl. 6 mm Plywood 120x240 tbl. 4 mm Teakwood 120x240 tbl. 3 mm Triplek Jati 120x240 tbl. 3 mm Triplek Sungkai 120x240 tbl. 3 mm Formika 120x240 Soft Board 120x240 tbl. 4 mm Soft Board 120x240 tbl. 6 mm Soft Board 120x240 tbl. 9 mm Soft Board 120x240 tbl. 12 mm Gypsum 120x240 tbl. 6 mm Gypsum 120x240 tbl. 9 mm Gypsum 120x240 tbl. 12 mm Asbes Lokal 100x100 cm Asbes Atrisco 100x100 cm t= 4 mm Asbes Atrisco 100x100 cm t= 5 mm Asbes Atrisco 100x100 cm t= 6 mm Akustik 30x30 cm Akustik 30x60 cm Akustik 60x120 cm Rangka Furing Ceiling Gypsum Rangka Furing Dinding Gypsum Tepung Dempul Kain kasa/Paper Tape

3

4

@Rp. 23,925,000.00 / @Rp. 24,104,440.00 / @Rp. 9,350,000.00 / @Rp. 9,650,000.00 / @Rp. 9,075,000.00 / @Rp. 9,375,000.00 / @Rp. 6,490,000.00 / @Rp. 6,790,000.00 / @Rp. 5,225,000.00 / @Rp. 5,475,000.00 / @Rp. 3,107,500.00 / @Rp. 187,000.00 / @Rp. 225,000.00 / @Rp. 7,430.00 / @Rp. 87,780.00 / @Rp. 19,250.00 / @Rp. 13,750.00 / @Rp. 16,340.00 / @Rp. 6,270.00 / @Rp. 12,540.00 / @Rp. 18,810.00 / @Rp. 25,080.00 / @Rp. 4,600.00 / @Rp. 5,450.00 / @Rp. 6,660.00 / @Rp. 7,870.00 / @Rp. 233,640.00 / @Rp. 155,760.00 / @Rp. 116,820.00 / @Rp. 77,880.00 / @Rp. 51,920.00 / @Rp. 54,450.00 / @Rp. 85,250.00 / @Rp. 79,750.00 / @Rp. 74,250.00 / @Rp. 55,990.00 / @Rp. 84,150.00 / @Rp. 126,230.00 / @Rp. 168,250.00 / @Rp. 59,950.00 / @Rp. 71,500.00 / @Rp. 93,500.00 / @Rp. 9,350.00 / @Rp. 11,550.00 / @Rp. 14,440.00 / @Rp. 17,330.00 / @Rp. 8,540.00 / @Rp. 17,070.00 / @Rp. 68,290.00 / @Rp. 52,250.00 / @Rp. 63,800.00 / @Rp. 10,450.00 / @Rp. 57,750.00 /

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M2 Btg Btg Btg Btg M2 M' M' M' M' M' M' M' M' Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr M2 M2 Kg Roll

2

1

3

4

E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

BESI / ALUMINIUM Besi Beton polos Besi Beton Ulir Besi Profil WF/INP Besi siku Besi CNP Besi Plat Strip Besi Plat Polos Kawat Besi Beton Kawat Licin / Seng Polos Kawat Duri Kawat Nyamuk Kawat Kasa Kawat Harmonika # 1" Kawat Burung Pagar kawat BRC 120 Polos Pintu Besi Pintu gulung Besi Pintu Lipat Besi Pintu Rolling Door Jerajak besi Bermotif Jerajak Besi Strip Rangka Baja Ringan Kosen Pintu Aluminium (80 x 210) Coklat Kosen Pintu Aluminium (80 x 210) Putih

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

14,410.00 14,580.00 15,950.00 11,990.00 13,090.00 11,880.00 13,630.00 16,830.00 22,530.00 4,030.00 11,980.00 13,920.00 23,600.00 12,710.00 235,950.00 816,750.00 828,850.00 837,320.00 465,850.00 347,270.00 312,180.00 177,870.00 405,350.00 371,470.00

/ / / / / / / / / / / / / / / / / / / / / / / /

Kg Kg Kg Kg Kg Kg Kg Kg Kg M' M2 M2 M2 M2 Lbr M2 M2 M2 M2 M2 M2 M2 Bh Bh

25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41

Kosen Jendela aluminium (120x60) Coklat Kosen Jendela aluminium (120x60) Putih Pintu Aluminium ( 80 x 210) Coklat Pintu Aluminium ( 80 x 210) Putih Jendela Aluminium + Kaca 5 mm (120 x 60) Coklat Jendela Aluminium + Kaca 5 mm (120 x 60) Putih Kosen Pintu / Jendela Aluminium Coklat Kosen Pintu / Jendela Aluminium Putih Daun Jendela Aluminium Coklat Daun Jendela Aluminium Putih Profil Aluminium T Ventions Blinds Verticals Blinds Bingkai Naco Niki Hitam Bingkai Naco Niki Putih Paku Beton 0,5 - 2" Paku Beton 2" - 5"

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

287,380.00 248,050.00 711,480.00 609,840.00 304,920.00 261,360.00 78,650.00 66,550.00 54,450.00 48,400.00 8,470.00 163,350.00 175,450.00 201,660.00 168,060.00 310.00 530.00

/ / / / / / / / / / / / / / / / /

Bh Bh Bh Bh Bh Bh M' M' M' M' M' M2 M2 M2 M2 Bh Bh

42 43 44 45 46 47 48 49 50

Paku Biasa 0,5 - 2" Paku Biasa 2" - 5" Sekrup macam ukuran Sekrup 0,5 - 2" Sekrup fisher Baut Ø 5/8" - 8" Baut Angker Ø 3/4" - 10" Baut Ramset / Dina Bolt Rangka Atap Twin light

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

16,940.00 14,520.00 21,180.00 420.00 360.00 19,970.00 45,380.00 720.00 302,500.00

/ / / / / / / / /

Kg Kg Kg Bh Bh Bh Bh Bh M2

1

2

3

4

F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

PENUTUP LANTAI DAN DINDING Ubin Granito 30 x 30 cm Ubin Granito 40 x 40 cm Ubin Granito 60 x 60 cm Ubin Mosaik 30 x 30 cm Ubin Marmer Ex. DN Ubin teralux marmer 30 x 30 cm Ubin teralux marmer 40 x 40 cm Ubin teralux marmer 60 x 60 cm Ubin keramik 10 x 20 cm Ubin keramik 15 x 15 cm Ubin keramik 20 x 20 cm Ubin keramik 20 x 25 cm Ubin keramik 25 x 25 cm Ubin keramik 30 x 30 cm Ubin keramik 30 x 30 cm anti slip Ubin keramik 40 x 40 cm Ubin keramik artistik 5 x 20 cm

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

26,260.00 46,590.00 104,670.00 13,920.00 261,970.00 27,230.00 48,400.00 109,510.00 1,210.00 1,400.00 2,490.00 3,150.00 3,870.00 5,570.00 6,290.00 9,680.00 910.00

/ / / / / / / / / / / / / / / / /

Bh Bh Bh Bh M2 Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh

18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54

Ubin keramik artistik 10 x 10 cm Ubin keramik artistik 10 x 20 cm Ubin keramik Essenza 30 x 30 cm Ubin keramik Essenza 40 x 40 cm Porselin 11 x 11 cm Putih Porselin 11 x 11 cm, warna Porselin 15 x 15 cm, putih Porselin 15 x 15 cm, warna Plint ubin teralux marmer 10 x 30 cm Plint ubin teralux marmer 10 x 40 cm Plint ubin teralux marmer 10 x 60 cm Plint ubin granito 10 x 30 cm Plint ubin granito 10 x 40 cm Plint ubin granito 10 x 60 cm Plint ubin keramik 10 x 30 cm Plint ubin keramik 10 x 40 cm Plint ubin keramik 10 x 60 cm Plint ubin keramik 15 x 30 cm Plint ubin keramik 15 x 40 cm Plint ubin keramik 15 x 60 cm Batu Lapis Dinding 7x3x24 Batu Tempel Hitam Batu Poros Carpet Carpet 80 % wool, 20 % nylon Feltex carpet 100 % wool-T-21 Underlyer tebal 6 mm / rubber corrugated Vynil asbes 30 x 30 cm Vynil karet 30 x 30 cm KL I Vynil karet 30 x 30 cm KL II Vynil motif kembang ex DN 30 x 30 cm Vynil wall covering lebar 50 cm Perquet Jati Gymfloor Paku Pancing 60 - 230 Sekrup 3,5" Sekrup 3,5"

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

910.00 1,760.00 21,180.00 37,630.00 1,210.00 145.00 2,300.00 2,540.00 16,340.00 29,040.00 65,700.00 27,950.00 62,800.00 157,180.00 4,110.00 5,690.00 8,110.00 5,810.00 7,740.00 11,620.00 2,040.00 104,500.00 114,680.00 90,750.00 87,450.00 85,250.00 104,500.00 8,230.00 9,800.00 9,080.00 9,440.00 63,250.00 368,500.00 79,750.00 720.00 410.00 20,350.00

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M2 M2 M2 M2 M2 M2 Bh Bh Bh Bh M2 M2 M2 Bh Kg Kg

2

1 G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47

PENUTUP ATAP

48 49 50 51 52

Atap Genteng Palentong Atap Genteng Palentong super Atap Genteng Kodok

3

4

Atap Genteng Beton Atap Genteng Keramik Atap Genteng Aspal Atap Genteng Metal/Multi Roof 35 Atap Genteng Asbes cement 0,35 Atap Sirap Atap Aluminium gelombang tebal 0,55 Atap seng Gelombang 3' x 6' bjls 35 Atap seng Super Deck 3' x 6' tbl 0,30 Roof light fibreglass gelombang Atap Asbes Gelombang 1,8 x 1,05 tbl.4 mm Atap Asbes Gelombang 2,1 x 1,05 tbl.4 mm Atap Asbes Gelombang 2,4 x 1,05 tbl.4 mm Atap Asbes Gelombang 2,7 x 1,05 tbl.4 mm Atap Asbes Gelombang 1,8 x 0,92 tbl.5 mm Atap Asbes Gelombang 2,1 x 0,92 tbl.5 mm Atap Asbes Gelombang 2,4 x 0,92 tbl.5 mm Atap Asbes Gelombang 2,7 x 0,92 tbl.5 mm Atap Asbes Gelombang 1,8 x 1,08 tbl.6 mm Atap Asbes Gelombang 2,1 x 1,08 tbl.6 mm Atap Asbes Gelombang 2,4 x 1,08 tbl.6 mm Atap Asbes Gelombang 2,7 x 1,08 tbl.6 mm Genteng bubung palentong Genteng bubung palentong super Genteng bubung kodok Nok genteng beton Nok genteng keramik Nok Genteng Aspal Nok Genteng Metal/Multi Roof (decra bond) Nok Genteng Asbes cement 0,35 Nok Aluminium standard 40 cm 18 swg22 Bubung/Nok Stel Gelombang 0,92 m' tbl.5 mm Bubung/Nok Stel Gelombang 1,05 m' tbl.4 mm Bubung/Nok Stel Gelombang 1,08 m' tbl.6 mm Bubung/Nok Paten 0,92 m' tbl.5 mm Bubung/Nok Paten 1,05 m' tbl.4 mm Bubung/Nok Paten 1,08 m' tbl.6 mm Bubung/Nok Stel Rata 0,92 m' tbl.5 mm Bubung/Nok Stel Rata 1,05 m' tbl.4 mm Bubung/Nok Stel Rata 1,08 m' tbl.6 mm Seng Plat 3" x 6" bjls 35 Seng Plat 3" x 6" bjls 30 Plastic aerator Sisalation / aluminium foil

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

1,670.00 3,980.00 2,170.00 5,970.00 11,390.00 11,320.00 64,130.00 66,790.00 1,030.00 98,180.00 59,640.00 68,750.00 46,390.00 59,380.00 93,170.00 108,130.00 113,300.00 70,950.00 88,770.00 97,020.00 106,810.00 103,620.00 120,450.00 128,370.00 155,430.00 9,350.00 12,740.00 9,560.00 13,440.00 15,040.00 29,350.00 41,140.00 33,770.00 47,890.00 19,590.00 25,990.00 28,510.00 36,810.00 30,950.00 42,960.00 36,080.00 30,250.00 40,600.00 115,500.00 103,950.00 27,500.00 77,200.00

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

Bh Bh Bh Bh Bh Lbr M2 Lbr Bh Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Bh Bh Bh Bh Bh Bh Bh Lbr M2 Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Bh M2

Paku seng + Ring karet Paku seng + Ring karet Paku hak panjang 15 cm Atap Seng Alumi Zinc warna 0,35 Atap Twin light

@Rp. @Rp. @Rp. @Rp. @Rp.

20,350.00 410.00 30,530.00 62,040.00 74,250.00

/ / / / /

Kg Bh Kg M2 M2

2

1

3

4

H 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33

KUNCI DAN KACA Kunci tanam antik Kunci tanam biasa Kunci tanam kamar mandi Kunci silinder Kunci selot Kunci lemari Engsel pintu 4" Engsel jendela 3" Engsel angin Kait angin Rel pintu dorong Sealent Spring Knip Door closer Door handle Door stoop Espanyolet Kaca Block 20 x 20 cm Kaca polos tbl.3 mm Kaca polos tbl.5 mm Kaca polos tbl.8 mm Kaca Reyben tbl.5 mm Kaca Reyben tbl.8 mm Kaca Buram tbl.3 mm Kaca Buram tbl.5 mm Kaca buram tbl.8 mm Kaca cermin tbl.5 mm Kaca cermin tbl.6 mm Kaca cermin tbl.8 mm Kaca patri Kaca Wireglass Kaca Reyben Naco 30 x 60 cm tbl.5 mm Kaca Bening Naco 30 x 60 cm tbl.5 mm

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

214,500.00 90,020.00 54,690.00 34,490.00 27,230.00 12,340.00 15,130.00 11,250.00 25,050.00 19,120.00 160,330.00 39,330.00 9,080.00 109,750.00 113,010.00 38,120.00 88,450.00 26,020.00 87,120.00 145,200.00 232,320.00 193,120.00 308,980.00 72,600.00 111,320.00 193,600.00 161,700.00 194,040.00 258,720.00 169,400.00 151,250.00 13,590.00 10,730.00

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Kg Bh Bh Bh Bh Bh Bh M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 Lbr Lbr

I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

CAT / MINYAK Cat dasar Cat Tembok setara Vinilex Cat Minyak untuk kayu Cat Minyak untuk Besi Cat Menie kayu Cat Menie besi Cat sending Cat Melamix Cat Vernis Jadi Plamir Dempul gypsum Dempul Cat Minyak Cat Minyak Bekisting Residu / Kolter Soda api Sabun Kuas Ampelas / Kertas pasir Wall paper

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

15,730.00 19,360.00 35,700.00 39,330.00 20,570.00 25,410.00 54,450.00 59,290.00 48,280.00 15,730.00 10,410.00 11,860.00 11,010.00 6,290.00 6,530.00 12,100.00 10,290.00 7,870.00 1,820.00 30,610.00

/ / / / / / / / / / / / / / / / / / / /

Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Ltr Ltr Kg Kg Bh Lbr M2

2

1 J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61

SANITASI / PIPA Kloset duduk / monoblok lengkap tangki Kloset duduk / monoblok tanpa tangki Kloset jongkok porselin Bakkif Porselin Wastafel Urinoir Kran air Ø 1/2" - 3/4" Kran air leher angsa Ø 1/2" Kran shower Kran Cebok Bak fibreglass 0,3 M3 Bak fibreglass 1 M3 Bak cuci piring stainless 2 lobang Bak cuci piring teraso 2 lobang Tempat sabun keramik Floor drain Ø 4" steinless Stop kran Ø 3/4" Tutup bak air Ø 1" Kuningan Instalasi air bersih Instalasi air kotor/limbah Buis Beton 1/2 Ø 15 cm Buis Beton 1/2 Ø 20 cm Buis Beton 1/2 Ø 30 cm Buis Beton Ø 15 cm Buis Beton Ø 20 cm Buis Beton Ø 30 cm Buis Beton Ø 40 cm Buis Beton Ø 50 cm Buis Beton Ø 60 cm Buis Beton Ø 80 cm Buis 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" Pipa Galvanis Ø 2 1/2" Fitting Pipa AW Ø 1" Knee AW 1" Tee AW 1" Socht AW 1" F-Knee 1" F-Tee 1" Bocht LL-D 1" Union Socht 1" D-Nipple 1"

3

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

4

1,931,600.00 1,391,500.00 225,280.00 3,025,000.00 526,350.00 557,480.00 27,350.00 77,200.00 92,570.00 72,240.00 181,500.00 522,720.00 466,700.00 272,250.00 56,270.00 15,000.00 27,500.00 12,500.00 100,000.00 125,000.00 11,250.00 17,790.00 20,090.00 19,240.00 27,350.00 56,270.00 63,400.00 95,950.00 136,000.00 201,100.00 345,820.00 25,300.00 7,440.00 13,620.00 19,670.00 23,190.00 26,620.00 29,840.00 49,920.00 14,770.00 20,140.00 29,520.00 37,580.00 47,600.00 50,220.00 14,770.00 20,140.00 29,520.00 33,560.00 37,580.00 47,600.00 52,440.00 5,230.00 7,150.00 4,680.00 11,500.00 24,750.00 7,430.00 18,150.00

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Ttk Ttk M' M' M' M' M' M' M' M' M' M' M' Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Btg Bh Bh Bh Bh Bh Bh Bh Bh

62

Water Moer 1"

@Rp.

2

1 J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26

SANITASI / PIPA Kloset duduk / monoblok lengkap tangki Kloset duduk / monoblok tanpa tangki Kloset jongkok porselin Bakkif Porselin Wastafel Urinoir Kran air Ø 1/2" - 3/4"

27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53

Buis Beton Buis Beton Buis Beton Buis Beton Buis Beton

54 55 56 57 58 59

Fitting Knee AW 1" Fitting Tee AW 1" Fitting Socht AW 1" Bocht LL-D 1" Union Socht 1" D-Nipple 1"

Kran air leher angsa Ø 1/2" Kran shower Kran Cebok Bak fibreglass 0,3 M3 Bak fibreglass 1 M3 Bak cuci piring stainless 2 lobang Bak cuci piring teraso 2 lobang Tempat sabun keramik Floor drain Ø 4" steinless Stop kran Ø 3/4" Tutup bak air Ø 1" Kuningan Instalasi air bersih Instalasi air kotor/limbah Buis Beton 1/2 Ø 15 cm Buis Beton 1/2 Ø 20 cm Buis Beton 1/2 Ø 30 cm Buis Beton Ø 15 cm Buis Beton Ø 20 cm Buis Beton Ø 30 cm Ø 40 cm Ø 50 cm Ø 60 cm Ø 80 cm Ø 100 cm

Bodeam 30 x 60 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" Pipa Galvanis Ø 2 1/2" Fitting Pipa AW Ø 1" yang terdiri dari :

29,500.00 /

3

Bh

4

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

1,931,600.00 1,391,500.00 225,280.00 3,025,000.00 526,350.00 557,480.00 27,350.00 77,200.00 92,570.00 72,240.00 181,500.00 522,720.00 466,700.00 272,250.00 56,270.00 15,000.00 27,500.00 12,500.00 100,000.00 125,000.00 11,250.00 17,790.00 20,090.00 19,240.00 27,350.00 56,270.00

/ / / / / / / / / / / / / / / / / / / / / / / / / /

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Ttk Ttk M' M' M' M' M' M'

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

63,400.00 95,950.00 136,000.00 201,100.00 345,820.00 25,300.00 5,540.00 7,440.00 13,620.00 19,670.00 23,190.00 26,620.00 29,840.00 49,920.00 14,770.00 20,140.00 29,520.00 37,580.00 47,600.00 50,220.00 14,770.00 20,140.00 29,520.00 33,560.00 37,580.00 47,600.00 52,440.00

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

M' M' M' M' M' Bh M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M'

5,230.00 7,150.00 4,680.00 24,750.00 7,430.00 18,150.00

Bh Bh Bh Bh Bh Bh

1 K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

2

3

LISTRIK / ACSESORIES Lampu TL 1 x 20 W Lengkap Kotak Lampu TL 1 x 40 W Lengkap Kotak Lampu TL 2 x 20 W Lengkap Kotak Lampu TL 2 x 40 W Lengkap Kotak Lampu TL Bambu 1 x 20 W Lengkap Lampu TL Bambu 1 x 40 W Lengkap Lampu XL 5 W + Fitting Lampu XL 8 W + Fitting Lampu XL 10 W + Fitting Lampu XL 14 W + Fitting Lampu XL 18 W + Fitting Lampu XL 24 W + Fitting Lampu Downlight 5 W lengkap Lampu Pijar 5 w + Fitting Lampu Pijar 10 w + Fitting Lampu Pijar 15 w + Fitting Lampu Pijar 20 w + Fitting Lampu Pijar 25 w + Fitting Lampu Pijar 40 w + Fitting Stop Kontak tanam Saklar tunggal Saklar ganda Saklar Triple Zekring box 1 grup Zekring box 2 grup Zekring box 3 grup Zekring box 4 grup MCB 2 Ampere MCB 4 Ampere MCB 6 Ampere MCB 8 Ampere Kabel Listrik NYA Ø 1,5 mm Kabel Listrik NYA Ø 2,5 mm Kabel Listrik NYA Ø 4 mm Kabel Listrik NYM 2 Ø 1,5 mm Kabel Listrik NYM 2 Ø 2,5 mm Kabel Listrik NYM 2 Ø 4 mm

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

Instalasi Listrik titik api / Lampu nyala

Medan, Diketahui Oleh : Kepala Dinas Penataan Ruang dan Permukiman Prov. Sumatera Utara

Ir. H. Syafruddin Siregar, MSi Pembina Utama Muda NIP. 400025884

54,450.00 60,500.00 163,350.00 183,920.00 108,900.00 123,420.00 25,410.00 27,230.00 29,040.00 33,280.00 33,880.00 38,720.00 54,450.00 8,250.00 8,800.00 9,350.00 9,900.00 10,450.00 11,550.00 10,290.00 14,520.00 15,730.00 18,150.00 26,620.00 31,350.00 38,500.00 46,200.00 35,200.00 42,900.00 67,760.00 99,220.00 1,120.00 1,930.00 8,250.00 4,020.00 9,900.00 15,970.00 101,750.00

4

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

Set Set Set Set Set Set Set Set Set Set Set Set Set Set Set Set Set Set Set Bh Bh Bh Bh Unit Unit Unit Unit Unit Unit Unit Unit M' M' M' M' M' M' Ttk

Maret 2008

Dibuat oleh : TIM TEKNIS 1. Ir. Jeremias Sinaga, MAP

(………….)

2. Ir. Herimas

(………….)

3. H. Sugiarto Bharata, ST

(………….)

4. Ali Muhar, ST

(………….)

5. Sekula Karokaro, ST

(………….)

6. Ebenser Saragih, SE

(………….)

7. Sahat Hasudungan, ST

(………….)

8. Ir. Tanogara Siahaan

(………….)

9. Ali Fauzen, ST

(………….)

10. Naimul Ahmad R. ST

(………….)

11. Chandra, ST

(………….)

DAFTAR ANALISA Proyek Pekerjaan Luas Luas Kabupaten Tahun Anggaran

: : : : : :

Peningkatan Perguruan Tinggi Agama / STAIN Curup Pemasangan Paving Block 750 M2 STAIN Curup Rejang Lebong 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 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

HARGA SATUAN

JUMLAH

Rp Rp

40,000.00 50,000.00

Rp Rp Rp

21,040.00 2,600.00 23,640.00

Rp Rp Rp

75,000.00 40,000.00 50,000.00

Rp Rp Rp Rp

90,000.00 12,000.00 500.00 102,500.00

Rp Rp Rp Rp Rp Rp Rp

150,000.00 1,300.00 112,000.00 50,000.00 60,000.00 40,000.00 40,000.00

Rp Rp Rp Rp Rp Rp Rp Rp

165,000.00 211,900.00 58,240.00 30,000.00 3,600.00 60,000.00 3,000.00 531,740.00

Rp Rp Rp Rp Rp Rp

1,300.00 112,000.00 50,000.00 60,000.00 40,000.00 50,000.00

Rp Rp Rp Rp Rp Rp Rp

11,076.00 1,904.00 7,500.00 900.00 8,000.00 500.00 29,880.00

Rp Rp Rp Rp Rp

1,300.00 112,000.00 50,000.00 60,000.00 40,000.00

Rp Rp Rp Rp Rp

6,760.00 2,240.00 7,500.00 900.00 8,000.00

Rp

50,000.00

Rp Rp

500.00 25,900.00

Rp Rp Rp Rp Rp Rp Rp

650.00 1,300.00 112,000.00 50,000.00 60,000.00 40,000.00 50,000.00

Rp Rp Rp Rp Rp Rp Rp Rp

45,500.00 24,635.00 4,256.00 5,000.00 600.00 12,800.00 7,500.00 100,291.00

Rp Rp Rp Rp Rp Rp

1,300.00 175,000.00 130,000.00 150,000.00 100,000.00 130,000.00

Rp Rp Rp Rp Rp Rp Rp

45,500.00 31,150.00 45,500.00 15,000.00 72,000.00 45,500.00 254,650.00

RENCANA ANGGARAN BIAYA Proyek Pekerjaan Luas Luas Kabupaten Tahun Anggaran

: : : : : :

Peningkatan Perguruan Tinggi Agama / STAIN Curup

URAIAN PEKERJAAN

NO

VOLUME

I 1 2 3 4 5 6 7 8

PEKERJAAN PERSIAPAN Pekerjaan Lantai Keramik Parkir 40x40 Pekerjaan Lantai Keramik 30x30 Pekerjaan Semenisasi Pekerjaan Pasangan Paving Block Pekerjaan Partisi Kaca 5,15x1,7 Pekerjaan Pasangan Gypsum Pekerjaan Pasangan GRC Pekerjaan Pengecatan

117.00 206.52 28.68 54.96 8.76 38.25 83.16 18.85

M2 M2 M3 M2 M2 M2 M2 M2

III 1 2 3 4 5 6 7

PEKERJAAN BATU / PASANGAN Pek. Pas Batu Pondasi Batu Kali 1 PC : 4 PS Pek . Pas. Paving Block Pek. Pas Trasram Batu Bata 1 : 2 Pek. Plesteran Trasram Batu Bata 1 : 2 Tebal 15 MM Pek. Plesteran Trasram 1 : 4 Tebal 15 MM Pek. Pas. Pipa Peresapan Air Hujan Pek. Plesteran Plapis Tebing 1 : 4

9.11 750.00 2.92 25.36 23.76 1.00 42.70

M3 M2 m3 M2 m2 Unit M2

IV PEKERJAAN LAIN-LAIN 1 Pek. Pembersihan Akhir

1.00 Unit

REKAPITULASI I II III IV

PEKERJAAN PERSIAPAN 0 PEKERJAAN BATU / PASANGAN PEKERJAAN LAIN-LAIN

Terbilang : Seratus empat belas ribu sembilan ratus delapan puluh tujuh ribu rupiah

ARAN BIAYA

HARGA HATUAN

JUMLAH HARGA

(Rp)

SATUAN (Rp)

200,345.40 198,907.00 1,300,000.00 254,650.00 1,500,000.00 115,000.00 115,000.00 30,000.00

23,440,411.80 41,078,273.64 37,286,106.00 13,996,327.95 13,132,500.00 4,398,750.00 9,563,400.00 565,500.00

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

25,900.00 254,650.00 100,291.00 29,880.00 25,900.00 500,000.00 25,000.00

235,949.00 190,987,500.00 292,849.72 757,756.80 615,384.00 500,000.00 1,067,500.00 194,456,939.52

500,000.00

500,000.00 500,000.00

puluh tujuh ribu rupiah

Rp Rp Rp Rp Rp Rp Rp Rp

143,461,269.39 194,456,939.52 500,000.00 338,418,208.91 33,841,820.89 372,260,029.80 114,987,000.00

RENCANA ANGGARAN BIAYA Proyek Pekerjaan Luas Luas Kabupaten Tahun Anggaran

NO

: : : : : :

Peningkatan Perguruan Tinggi Agama / STAIN Curup Pemasangan Paving Block 750 M2 STAIN Curup Rejang Lebong 2009

URAIAN PEKERJAAN

BIAYA

BOBOT %

I

PEKERJAAN PERSIAPAN

143,461,269.39

II

0

III

PEKERJAAN BATU / PASANGAN

194,456,939.52

57.46

IV

PEKERJAAN LAIN-LAIN JUMLAH

500,000.00 338,418,208.91

0.15 100.00

-

42.39 -

WAKTU PELAKSANAAN BULAN KE I 2 3

1 5.30 -

5.30 5.30

5.30 -

5.30 10.60

4

5.30

1

5.30

-

-

11.49

11.49

16.79 27.39

16.79 44.18

BULAN KE II 2 3

5.30

5.30

5.30

11.49

11.49

11.49

16.79 60.97

16.79 77.76

16.79 94.55

KETERANGAN 4 5.30

0.15 5.45 100.00