Perhitungan Analisa BOW

TAKARAN SEMEN 1 M3 = 1250 Kg 1 Tong = 17 1 70 Kg = 17 1 70 : 40 = 17 170 : 50 1 M3 = 1250 : 170 = 1250 : 40 = 1250 : 50

= = = = =

4.250 3.400 7.353 31.250 25.000

Sak (@ 40 kg) Sa S ak (@ 50 kg) Tong PC Sa Sak (@ 40 kg) Sa Sak (@ 50 kg)

7.352941176

TAKARAN LAPISAN MATERIAL PER M3 - Pasir, tana tanah, h, batu kali, dan sirtu - Batu kosong

= =

1.200 M3 keadaan padat 1.100 M3 keadaan padat

= = = = = =

0.760 0.675 0.520 0.550 0.745 0.520

= = = = = = = =

0.450 0.008 1.000 0.018 0.012 0.008 0.350 0.009

TAKARAN SPESI BASAH PER M3 -

Semen PC Pasir pasang Kerikil Kapur batu Semen merah Kapur karang

TAKARAN SPESI PER PEKERJAAN -

Pa Pasangan pondasi batu kali Pa Pasangan batu kosong Beton cor & mortar Pl Plesteran bata tebal 15 mm Pl Plesteran bata tebal 10 mm Plesteran bata tebal 6 mm Pa Pasangan dinding bata Pl Plesteran dinding batu kali

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3

TAKARAN PEREKAT/SPESI CAMPURAN SEMEN : PASIR -

Spesi campuran Spesi campuran Spesi campuran Spesi campuran Spesi campuran Spesi campuran Spesi campuran Spesi campuran Spesi campuran Sp Spesi campuran

1: 1: 1: 1: 1: 1: 1: 1: 1: 1:

1 2 3 4 5 6 7 8 9 10

= = = = = = = = = =

1.435 M3 M3 2.110 M3 2.790 M3 M3 3.460 M3 M3 4.135 M3 M3 4.810 M3 M3 5.485 M3 M3 6.160 M3 M3 6.835 M3 M3 7.510 M3 M3

TAKARAN KAYU 1 Ton = 450 inch (1" = 2,5 cm) Untuk panjang kayu = 4,8 m Untuk kayu ukuran 2" x 3" Harga kayu 2" x 3" = Rp.24.000,-/btg Setiap pemasangan 1 M3 diperlukan

1 Ton 1 Ton 1 Ton 1 M3 1.100

= 4 50 50 x (2,5/100) x (2,5/100) x 4,8 = 450 / (2 x 3) = Rp.24.000,- x 75 = Rp.1.800.000,- / 1,35 M3 kayu

TAKARAN BERAT BESI PER KG        

6 mm 8 mm 10 mm 12 mm 14 mm 16 mm 19 mm 22 mm

= = = = = = = =

2,22 kg kg per 10 meter 4,00 kg kg per 10 meter 7,17 kg kg per 10 meter

8,92 kg 12,0 12,08 8 kg 15,8 15,83 3 kg 22,3 22,33 3 kg 29,8 29,83 3 kg

per 10 meter per per 10 mete meterr per per 10 mete meterr per per 10 mete meterr per per 10 mete meterr

= = = = = = = =

0,22 kg 0,40 kg 0,62 kg 0,90 kg 1,21 1,21 kg 1,58 1,58 kg 2,23 2,23 kg 2,98 2,98 kg

per meter per meter per meter per meter per per mete meterr per per mete meterr per per mete meterr per per mete meterr

= = = =

1.350 75.00 1,800,000.00 1,333,333.33

M3 Batang Ru Rupiah Ru Rupiah

PERHITUNGAN ANALISA BILL of QUANTITY (KAYU)

Anl. F.1

1 M3 Rangka plafond Semen Pasir

= =

1.00 x 2.00 x

Untuk 0,008 M3 beton diperlukan : Batu kali = 0.25 x Semen = 1/2,1100 x Pasir = 2/2,1100 x

1.100 = 0.000 = Perekat =

1.1000 M3 0.0000 M3 + 1.1000 M3

0.000 = 0.000 = 0.000 =

0.0000 M3 0.0000 M3 = 0.0000 M3

0.0000 Sak =

0.0000 Tong

PERHITUNGAN ANALISA BILL of QUANTITY (BETON)

Anl. G.2

1 M3 Lantai kerja pasangan batu kosong Batu kali

Anl. G.3

=

1.00 x

= =

1.00 x 2.00 x

Untuk 0,008 M3 beton diperlukan : Batu kali = 0.25 x Semen = 1/2,1100 x Pasir = 2/2,1100 x

= =

1.00 x 1.00 x

Untuk 0,008 M3 beton diperlukan : Semen = 1/1,4350 x Pasir = 1/1,4350 x

= =

1.00 x 2.00 x


= =

1.00 x 3.00 x


= =

1.00 x 4.00 x


0.760 = 0.675 = Perekat =

0.7600 M3 0.6750 M3 + 1.4350 M3

0.1188 Sak =

0.0280 Tong

1.000 = 1.000 =

0.7000 M3 = 21.8750 Sak = 0.7000 M3

5.1470 Tong

0.760 = 0.675 = Perekat = 1.000 = 1.000 =

0.7600 M3 1.3500 M3 + 2.1100 M3 0.4700 M3 = 14.6875 Sak = 0.9500 M3

3.4560 Tong

0.760 = 0.675 = Perekat = 1.000 = 1.000 =

0.7600 M3 2.0300 M3 + 2.7900 M3 0.3600 M3 = 11.2500 Sak = 1.0800 M3

2.6470 Tong

0.760 = 0.675 = Perekat =

0.7600 M3 2.7000 M3 + 3.4600 M3

1.000 = 1.000 =

0.2900 M3 = 1.1600 M3

0.760 = 0.675 = Perekat =

0.7600 M3 3.3750 M3 + 4.1350 M3

1.000 = 1.000 =

0.2418 M3 = 1.2092 M3

0.760 = 0.675 = Perekat =

0.7600 M3 4.0500 M3 + 4.8100 M3

1.000 = 1.000 =

0.2079 M3 = 1.2474 M3

9.0625 Sak =

2.1320 Tong

7.5574 Sak =

1.7782 Tong

6.4969 Sak =

1.5287 Tong

1 M3 Perekat 1 : 5 (spesi = 1 M3) Semen Pasir

= =

1.00 x 5.00 x


Anl. G.19b

0.2750 M3 0.0038 M3 = 0.0080 M3


Anl. G.19a

1.100 = 0.008 = 0.008 =


Anl. G.19

0.7600 M3 1.3500 M3 + 2.1100 M3


Anl. G.16

0.760 = 0.675 = Perekat =


Anl. G.14

1.1000 M3

1 M2 Pasangan batu kosong tebal 25 cm campuran 1 : 2 (spesi = 0,008 M3) Semen Pasir

Anl. G.13

1.100 =


= =

1.00 x 6.00 x


Anl. G.19c


= =

1.00 x 7.00 x


Anl. G.19d

= =

1.00 x 8.00 x


= =

1.00 x 9.00 x


= =

1.00 x 10.00 x


0.7600 M3 6.0750 M3 + 6.8350 M3

1.000 = 1.000 =

0.1463 M3 = 1.3168 M3

0.760 = 0.675 = Perekat =

0.7600 M3 6.7500 M3 + 7.5100 M3

1.000 = 1.000 =

0.1332 M3 = 1.3316 M3

1.1937 Tong

4.5721 Sak =

1.0758 Tong

4.1611 Sak =

0.9791 Tong

= = =

1.0000 x 0.2900 x 1.1600 x

1.200 = 0.450 = 0.450 =

1.2000 M3 0.1305 M3 = 0.5220 M3

4.0781 Sak =

0.9600 Tong

= = =

1.0000 x 0.2418 x 1.2092 x

1.100 = 0.450 = 0.450 =

1.1000 M3 0.1088 M3 = 0.5441 M3

3.4008 Sak =

0.8002 Tong

= = =

1.0000 x 0.4700 x 0.9500 x

1.200 = 0.450 = 0.450 =

1.2000 M3 0.2115 M3 = 0.4275 M3

6.6094 Sak =

1.5550 Tong

= = =

1.0000 x 0.3600 x 1.0800 x

1.200 = 0.450 = 0.450 =

1.2000 M3 0.1620 M3 = 0.4860 M3

5.0625 Sak =

1.1910 Tong

= = =

1.0000 x 0.2418 x 1.2092 x

450 = 0.350 = 0.350 =

450.000 Bh 0.0846 M3 = 0.4232 M3

2.6451 Sak =

0.6224 Tong

450.0000 Bh 0.1015 M3 = 0.4060 M3

3.1719 Sak =

0.7463 Tong

475.0000 Bh 0.1260 M3 = 0.3780 M3

3.9375 Sak =

0.9260 Tong

1 M3 Pasangan batu bata 1 : 4 (spesi = 0,35 M3) Batu bata Semen Pasir

Anl. G.33i

0.760 = 0.675 = Perekat =

5.0731 Sak =


Anl. G.33h

0.1623 M3 = 1.2987 M3

1 M3 Pasangan batu kali 1 : 3 (spesi = 0,45 M3) Batu kali Semen Pasir

Anl. G.33h1

1.000 = 1.000 =


Anl. G.32m

0.7600 M3 5.4000 M3 + 6.1600 M3

1.3406 Tong


Anl. G.32L

0.760 = 0.675 = Perekat =

5.6974 Sak =


Anl. G.32h1

0.1823 M3 = 1.2762 M3


Anl. G.32h

1.000 = 1.000 =


Anl. G.19f

0.7600 M3 4.7250 M3 + 5.4850 M3


Anl. G.19e

0.760 = 0.675 = Perekat =

= = =

1.0000 x 0.2900 x 1.1600 x

450 = 0.350 = 0.350 =


= = =

1.0000 x 0.3600 x 1.0800 x

475 = 0.350 = 0.350 =

Anl. G.33m


Anl. G.41

= = =

1.0000 x 0.4700 x 0.9500 x

450 = 0.350 = 0.350 =

= = =

1.00 x 2.00 x 3.00 x

0.760 0.675 0.520 Perekat

Untuk 1 M3 beton diperlukan : Semen = 1/3,6700 x Pasir = 2/3,6700 x Kerikil = 3/3,6700 x

= = =

1.00 x 1.50 x 2.50 x

0.760 0.675 0.520 Perekat

2.0000 Tong

M3 M3 M3 + M3

0.7600 1.0125 1.3000 3.0725

M3 M3 M3 + M3

0.3255 M3 = 10.1709 Sak = 0.4882 M3 0.8137 M3

2.3932 Tong

= = =

1.00 x 2.00 x 4.00 x

0.760 0.675 0.520 Perekat

= = = =

1.000 = 1.000 = 1.000 =

0.7600 1.3500 2.0800 4.1900

M3 M3 M3 + M3

0.2390 M3 = 0.4800 M3 0.9500 M3

7.4688 Sak =

1.7570 Tong

6.2500 Sak =

1.4710 Tong

5.3125 Sak =

1.2500 Tong

5.8125 Sak =

1.3677 Tong

0.2625 Sak =

0.0618 Tong

1 M3 Cor beton 1 : 2 ½ : 5 (spesi = 1 M3) Semen Pasir Kerikil

= = =

1.00 x 2.50 x 5.00 x

0.760 0.675 0.520 Perekat

Untuk 1 M3 beton diperlukan : Semen = 1/5,0475 x Pasir = 2½/5,0475 x Kerikil = 5/5,0475 x

= = = =

1.000 = 1.000 = 1.000 =

0.7600 1.6875 2.6000 5.0475

M3 M3 M3 + M3

0.2000 M3 = 0.5000 M3 1.0000 M3

1 M3 Cor beton 1 : 3 : 6 (spesi = 1 M3) Semen Pasir Kerikil

= = =

1.00 x 3.00 x 6.00 x

0.760 0.675 0.520 Perekat


= = = =

1.000 = 1.000 = 1.000 =

0.7600 2.0250 3.1200 5.9050

M3 M3 M3 + M3

0.1700 M3 = 0.5000 M3 1.0000 M3


= = =

1.00 x 3.00 x 5.00 x


Anl. G.50g

= = = =

1.000 = 1.000 = 1.000 =


Anl. G.44a

0.2720 M3 = 8.5000 Sak = 0.5400 M3 0.8200 `12345643234678-=

0.7600 1.3500 1.5600 3.6700


Anl. G.44

= = = =

1.000 = 1.000 = 1.000 =

Untuk 1 M3 beton diperlukan : Semen = 1/3,0725 x Pasir = 1½/3,0725 x Kerikil = 2½/3,0725 x

Anl. G.43

1.2100 Tong

1 M3 Cor beton 1 : 1 ½ : 2 ½ (spesi = 1 M3) Semen Pasir Kerikil

Anl. G.42

5.1406 Sak =


Anl. G.41a

450.0000 Bh 0.1645 M3 = 0.3325 M3

0.760 0.675 0.520 Perekat

= = = =

1.000 = 1.000 = 1.000 =

0.7600 2.0250 2.6000 5.3850

M3 M3 M3 + M3

0.1860 M3 = 0.5600 M3 0.9000 M3

1 M2 Plesteran batu bata 1 : 1 tebal 10 mm (spesi = 0,012 M3) Semen Pasir

= =

0.7000 x 0.7000 x

0.012 = 0.012 =

0.0084 M3 = 0.0084 M3

Anl. G.50h


Anl. G.50h1

0.0085 M3 = 0.0171 M3

0.2644 Sak =

0.0622 Tong

= =

0.3600 x 1.0800 x

0.018 = 0.018 =

0.0065 M3 = 0.0194 M3

0.2031 Sak =

0.0480 Tong

= =

0.3600 x 1.0800 x

0.012 = 0.012 =

0.0043 M3 = 0.0130 M3

0.1344 Sak =

0.0316 Tong

= =

0.3600 x 1.0800 x

0.008 = 0.008 =

0.0029 M3 = 0.0086 M3

0.0906 Sak =

0.0213 Tong

= =

0.2900 x 1.1600 x

0.018 = 0.018 =

0.0052 M3 = 0.0209 M3

0.1625 Sak =

0.0380 Tong

= =

0.29 x 1.16 x

0.012 = 0.012 =

0.0035 M3 = 0.0139 M3

0.1088 Sak =

0.0256 Tong

= =

0.24 x 1.21 x

0.018 = 0.018 =

0.0044 M3 = 0.0218 M3

0.1360 Sak =

0.0320 Tong

= =

0.4700 x 0.9500 x

0.009 = 0.009 =

0.0042 M3 = 0.0086 M3

0.1313 Sak =

0.0310 Tong

0.0938 Sak =

0.0220 Tong

1 M2 Plesteran dinding batu kali 1 : 3 (spesi = 0,009 M3) Semen Pasir

Anl. G.67

0.018 = 0.018 =

1 M2 Plesteran dinding batu kali 1 : 2 (spesi = 0,009 M3) Semen Pasir

Anl. G.51c1

0.47 x 0.95 x


Anl. G.51c

= =


Anl. G.50q2

0.0410 Tong


Anl. G.50q1

0.1750 Sak =

1 M2 Plesteran lantai beton 1 : 3 tebal 6 mm (spesi = 0,008 M3) Semen Pasir

Anl. G.50q

0.0056 M3 = 0.0114 M3


Anl. G.50L

0.012 = 0.012 =


Anl. G.50k

0.4700 x 0.9500 x


Anl. G.50i

= =

= =

0.3600 x 1.0800 x

0.009 = 0.009 =

0.0030 M3 = 0.0097 M3

1 M2 Lantai beton 1 : 3 : 6 tebal 7 cm kemudian diplester 1 : 3 (spesi = 0,00 9 M3) 1 M2 Lantai beton 1 : 3 : 6 tebal 7 cm Semen = 0.0700 x Pasir = 0.0700 x Kerikil = 0.0700 x 1 M2 Plesteran 1 : 3 diperlukan : Semen = 0.3000 x Pasir = 1.0000 x Total bahan yang diperlukan : Semen Pasir Kerikil

diperlukan : 0.170 = 0.500 = 1.000 =

0.0119 M3 0.0350 M3 0.0700 M3

0.009 = 0.009 =

0.0027 M3 0.0090 M3 +

= = =

0.0146 M3 = 0.0440 M3 0.0700 M3

0.4563 Sak =

0.1070 Tong

TAKARAN KOEFISIEN UPAH PER PEKERJAAN PASANGAN BATU

Pondasi (A)

Trasraam (B)

Dinding (C)

Pekerja

3.6000

4.5000

6.0000

7.5000

1.5000

Mandor

0.1800

0.2250

0.3000

0.3750

0.0750

Tukang

1.2000

1.5000

2.0000

2.5000

-

Kep.tukang

0.1200

0.1500

0.2000

0.2500

-

Upah

Rollag (D)

Batu kosong

PLESTERAN PASANGAN BATU

Trasraam

Batu kali

Batu bata (15 mm)

Batu bata (10 mm)

Batu bata (6 mm)

Pekerja

5.0000

0.3600

0.4000

0.4000

0.3000

Mandor

0.1800

0.1800

0.0200

0.0200

0.0150

Tukang

0.5000

0.1200

0.2000

0.1500

0.1000

Kep.tukang

0.0500

0.0120

0.0200

0.0150

0.0100

Upah

PASANGAN KAYU

Kuda-kuda  7m ( M3 )

Kuda-kuda > 7m

Pintu/jendela panel ( M2 )

Pintu/jendela jalusi ( M2 )

Pintu/jendela kaca ( M2 )

Gording kayu

Pekerja

8.0000

12.0000

2.5000

3.0000

2.0000

6.0000

Mandor

0.4000

0.6000

0.1250

0.1500

0.1000

0.3000

Tukang

24.0000

36.0000

7.5000

9.0000

6.0000

18.0000

2.4000

3.6000

0.7500

0.9000

0.6000

1.8000

Upah

Kep.tukang

PASANGAN KAYU

Rangka atap genteng ( M2 )

Rangka atap seng ( M2 )

Kosen pintu/jendela ( M3 )

Kosen bentuk busur ( M3 )

Pekerja

0.1500

0.0150

12.0000

14.0000

1.3000

0.1400

Mandor

0.0075

0.0075

0.6000

0.7000

0.0650

0.0700

Upah

Pintu triplek Dinding partisi double triplek ( M2 ) ( M2 )

Tukang

0.1000

0.1000

36.0000

42.0000

4.0000

0.4000

Kep.tukang

0.0100

0.0100

3.6000

4.2000

0.4000

0.0400

Balok jembatan

Lantai jembatan

Papan cetakan

Lesplank / dinding papan ( M2 )

PASANGAN KAYU

Rangka plafond ( M3 )

Papan Rider ( M2 )

Pekerja

5.0000

0.2800

8.0000

0.2500

0.2000

0.2800

Mandor

0.2500

0.0140

0.4000

0.0125

0.0100

0.0140

Tukang

15.0000

0.8000

24.0000

0.7500

0.5000

0.8000

1.5000

0.0800

2.4000

0.0750

0.0500

0.0800

Upah

Kep.tukang

GALIAN DAN TIMBUNAN

Upah

Galian tanah biasa ( M3 )

Galian tanah keras ( M3 )

Mengangkut tanah  30m ( M3 )

Timbunan pasir ( M3 )

Pekerja

0.7500

1.0000

0.3300

0.3000

Mandor

0.0250

0.0330

0.0100

0.0100

Tukang

-

-

-

-

Kep.tukang

-

-

-

-

COR BETON

Beton Bertulang ( M3 )

Upah Pekerja

6.0000

Mandor

0.3000

Tukang

1.0000

Kep.tukang

0.1000

PASANGAN ATAP DAN RABUNG

Upah

Atap genteng

Atap seng / asbes

Rabung seng

Rabung genteng

Pekerja

0.2000

0.1000

0.0250

0.0400

Mandor

0.0100

0.0050

-

0.0020

Tukang

0.1000

0.2000

0.0250

0.0200

Kep.tukang

0.0100

0.0200

0.0025

0.0020

PASANGAN TALANG

Talang patahan seng

Talang seng ½ lingkaran

Pekerja

0.3500

0.3000

0.2250

Mandor

0.0175

0.0150

0.0110

Tukang

0.6000

0.5000

0.3750

Kep.tukang

0.0600

0.0500

0.0375

Upah

Pipa talang seng  12 cm

DAFTAR HARGA BAHAN DAN UPAH

A.

HARGA UPAH

No.

1 2 3 4

B.

Harga

Uraian Upah

Pekerja Mandor Tukang Kepala Tukang

Rp. Rp. Rp. Rp.

38,500 49,500 52,250 60,500

Satuan

Hari Hari Hari Hari

HARGA BAHAN

No.

1 2 3 4 5 6 7 8 9 10 11 12 12 12 13 13 14 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

Harga

Uraian Bahan

Batu kerikil Semen PC @ 40 Kg Pasir pasang Pasir urug/timbun Tanah timbun Semen putih Kapur basah Besi beton Kawat beton Kayu Sembarang Kayu Meranti Papan Meranti Kayu Meranti Batu Kayu Damar Laut Papan Damar Laut Tripleks tebal 4 mm Tripleks Sungkai Paku biasa Batu bata merah Keramik 20 x 25 cm Keramik 30 x 30 cm Papan Damar Laut Atap seng BJLS Rabung seng BJLS Paku seng Kaca polos tebal 5 mm Cat tembok Cat kilat Tepung dempul Kertas pasir Minyak cat Closet jongkok Closet duduk Shower Urinoir Bak air Washtafel Septictank dan resapan Kran air Pipa air bersih dia. 1" Pipa air bersih dia. 3/4" Pipa air bersih dia. 2" Pipa air bersih dia. 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.

51,700

3,026,100 3,203,200 4,613,400 4,485,800 4,869,700 50,600 133,100 8,800

119,800

Satuan

M3 Sak M3 M3 M3 Sak Kg Kg Kg M3 M3 M3 M3 M3 M3 Lembar Lembar Kg Buah Kotak Kotak Lembar Lembar Lembar Buah M2 Peil (25 kg) Kg Kg Lembar Kg Buah Buah Buah Buah Buah Buah Set Buah Batang Batang Batang Batang

37 38 39 40 41 42

Lampu TL 36 Watt Lampu SL 25 Watt Stop kontak MCB 6 Amp Arde Hand Draying

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

Titik Titik Titik Buah Set Buah

URAIAN ANALISA BAHAN DAN UPAH 1. Anl. A.1

2. Anl. A.2

3. Anl. A.3

4. Anl. A.18

1 M3 Galian tanah biasa Upah : 0.7500 Pekerja 0.0250 Mandor

@ Rp. @ Rp.

38,500.00 49,500.00 Jumlah Dibulatkan

= = = =

Rp. Rp. Rp. Rp.

28,875.00 1,237.50 + 30,112.50 30,113.00

1 M3 Galian tanah keras Upah : 1.0000 Pekerja 0.0330 Mandor

@ Rp. @ Rp.


= = = =

Rp. Rp. Rp. Rp.

38,500.00 1,633.50 + 40,133.50 40,134.00

1 M3 Angkut tanah max. 30 M' Upah : 0.3300 Pekerja 0.0100 Mandor

@ Rp. @ Rp.


= = = =

Rp. Rp. Rp. Rp.

12,705.00 495.00 + 13,200.00 13,200.00

1 M3 Pasir urug Bahan : 1.2000 M3 Pasir urug

@ Rp.

51,700.00 =

Rp. Rp.

62,040.00 + 62,040.00

Upah : 0.3000 0.0100

@ Rp. @ Rp.

38,500.00 = 49,500.00 =

Rp. Rp. Rp. Rp. Rp.

11,550.00 495.00 + 12,045.00 74,085.00 74,085.00

3,026,100.00 = 8,800.00 =

Rp. Rp. Rp.

3,328,710.00 1,760.00 + 3,330,470.00

38,500.00 49,500.00 52,250.00 60,500.00

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

192,500.00 12,375.00 783,750.00 90,750.00 + 1,079,375.00 539,687.50 + 3,870,157.50 3,870,158.00

Pekerja Mandor

Jumlah = Dibulatkan = 5. Anl. F.1

5. Anl. F.1a

5. Anl. F.16

1 M3 Gantungan/Rangka plafond Bahan : 1.1000 M3 Broti Kayu Meranti 0.2000 Kg Paku biasa

@ Rp. @ Rp.

Upah : 5.0000 0.2500 15.0000 1.5000

Pekerja Mandor Tukang Kepala tukang

@ @ @ @

Upah dihitung = 1/2

x Rp.

1,079,375.00 = Jumlah = Dibulatkan =

1 M2 Piyan Papan Rider (STRIP) Bahan : 0.0200 M3 Kayu Meranti Batu 0.2000 Kg Paku biasa

@ Rp. @ Rp.

4,613,400.00 = 8,800.00 =

Rp. Rp. Rp.

92,268.00 1,760.00 + 94,028.00

Upah : 0.2800 0.0140 0.8000 0.0800


@ @ @ @

38,500.00 49,500.00 52,250.00 60,500.00

Upah dihitung = 2

x Rp.


10,780.00 693.00 41,800.00 4,840.00 + 58,113.00 116,226.00 + 210,254.00 210,254.00

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp.

= = = =

= = = =

58,113.00 = Jumlah = Dibulatkan =

1 M2 Rangka atap (pasang usuk dan reng untuk atap genteng dan sirap) Bahan : 0.0147 M3 Kayu Meranti @ Rp. 3,026,100.00 = Rp. 0.2500 Kg Paku biasa @ Rp. 8,800.00 = Rp. Rp. Upah : 0.1000 Pekerja @ Rp. 38,500.00 = Rp. 0.0050 Mandor @ Rp. 49,500.00 = Rp. 0.1000 Tukang @ Rp. 52,250.00 = Rp.

44,483.67 2,200.00 + 46,683.67 3,850.00 247.50 5,225.00

0.0100

Kepala tukang

@ Rp.


Rp. Rp. Rp. Rp.

605.00 + 9,927.50 56,611.17 56,611.00

5. Anl. F.16a

1 M2 Rangka atap genteng biasa/genteng semen (pasang usuk, reng dan gording) Bahan : 0.0250 M3 Kayu Meranti @ Rp. 3,026,100.00 = Rp. 75,652.50 0.1000 Kg Paku biasa @ Rp. 8,800.00 = Rp. 880.00 + Rp. 76,532.50 Upah : 0.1500 Pekerja @ Rp. 38,500.00 = Rp. 5,775.00 0.0075 Mandor @ Rp. 49,500.00 = Rp. 371.25 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.0100 Kepala tukang @ Rp. 60,500.00 = Rp. 605.00 + Rp. 11,976.25 Jumlah = Rp. 88,508.75 Dibulatkan = Rp. 88,509.00

5. Anl. F.19

1 M2 Rangka atap seng Bahan : 0.0110 M3 Kayu Meranti 0.1000 Kg Paku biasa

@ Rp. @ Rp.

Upah : 0.0150 0.0075 0.1000 0.0100

@ @ @ @


Rp. Rp. Rp. Rp.

3,026,100.00 = 8,800.00 =

Rp. Rp. Rp.

33,287.10 880.00 + 34,167.10

38,500.00 49,500.00 52,250.00 60,500.00

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

577.50 371.25 5,225.00 605.00 + 6,778.75 40,945.85 40,946.00

4,869,700.00 = 8,800.00 =

Rp. Rp. Rp.

116,872.80 880.00 + 117,752.80

38,500.00 49,500.00 52,250.00 60,500.00


10,780.00 693.00 41,800.00 4,840.00 + 58,113.00 175,865.80 175,866.00

4,485,800.00 =

Rp. Rp.

4,934,380.00 + 4,934,380.00

38,500.00 49,500.00 52,250.00 60,500.00


308,000.00 19,800.00 1,254,000.00 145,200.00 + 1,727,000.00 863,500.00 + 5,797,880.00 5,797,880.00

4,485,800.00 =

Rp. Rp.

4,934,380.00 + 4,934,380.00

38,500.00 49,500.00 52,250.00 60,500.00


462,000.00 29,700.00 1,881,000.00 217,800.00 + 2,590,500.00 1,295,250.00 + 6,229,630.00 6,229,630.00

= = = =


1 M2 Papan listplank Bahan : 0.0240 M3 Papan Damar Laut 0.1000 Kg Paku biasa

@ Rp. @ Rp.

Upah : 0.2800 0.0140 0.8000 0.0800

@ @ @ @


Rp. Rp. Rp. Rp.

= = = =


5. Anl. F.27

1 M3 Kayu kuda-kuda Bahan : 1.1000 M3 Kayu Damar Laut

@ Rp.

Upah : 8.0000 0.4000 24.0000 2.4000


@ @ @ @

Upah dihitung = 1/2

x Rp.

Rp. Rp. Rp. Rp.

1 M3 Kozen pintu/jendela tanpa jalusi Bahan : 1.1000 M3 Kayu Damar Laut @ Rp.

Upah : 12.0000 0.6000 36.0000 3.6000


@ @ @ @

Rp. Rp. Rp. Rp.

Upah dihitung = 1/2

x Rp.

= = = =


= = = =


5. Anl. F.27a

1 M3 Kozen pintu/jendela dengan jalusi Bahan : 1.1000 M3 Kayu Damar Laut @ Rp. 0.0240 M3 Papan Meranti Batu @ Rp. 1.0000 M3 Paku biasa @ Rp.

Upah : 12.0000 0.6000 36.0000 3.6000

5. Anl. F.28

1 M2 Daun Bahan : 0.0125 1.0000 0.1000

Upah : 1.3000 0.0650 4.0000 0.4000

5. Anl. F.30a

1 M2 Daun Bahan : 0.0125 1.0000 0.2500

Upah : 1.3000 0.0650 4.0000 0.4000

5. Anl. F.33

@ @ @ @

Rp. Rp. Rp. Rp.

Upah dihitung = 1/2

x Rp.

Rp. Rp. Rp. Rp.

4,934,380.00 110,721.60 8,800.00 + 5,053,901.60

38,500.00 49,500.00 52,250.00 60,500.00


462,000.00 29,700.00 1,881,000.00 217,800.00 + 2,590,500.00 1,295,250.00 + 6,349,151.60 6,349,152.00

Rp. Rp.

4,934,380.00 + 4,934,380.00


539,000.00 34,650.00 2,194,500.00 254,100.00 + 3,022,250.00 1,511,125.00 + 6,445,505.00 6,445,505.00

3,026,100.00 = 50,600.00 = 8,800.00 =

Rp. Rp. Rp. Rp.

37,826.25 50,600.00 880.00 + 89,306.25

38,500.00 49,500.00 52,250.00 60,500.00


50,050.00 3,217.50 209,000.00 24,200.00 + 286,467.50 71,616.88 + 160,923.13 160,923.00

3,026,100.00 = 133,100.00 = 8,800.00 =

Rp. Rp. Rp. Rp.

37,826.25 133,100.00 2,200.00 + 173,126.25

38,500.00 49,500.00 52,250.00 60,500.00


50,050.00 3,217.50 209,000.00 24,200.00 + 286,467.50 143,233.75 + 316,360.00 316,360.00

= = = =


1 M3 Kozen yang berlobang cahaya berbentuk busur Bahan : 1.1000 M3 Kayu Damar Laut @ Rp. 4,485,800.00 =

Upah : 14.0000 0.7000 42.0000 4.2000

5. Anl. F.30


4,485,800.00 = 4,613,400.00 = 8,800.00 =


@ @ @ @

Rp. Rp. Rp. Rp.

Upah dihitung = 1/2

x Rp.

38,500.00 49,500.00 52,250.00 60,500.00

= = = =


pintu triplek 4 mm double rangka kayu Meranti

M3 Kayu Meranti Lbr Triplek 4 mm Kg Paku biasa

@ Rp. @ Rp. @ Rp.


@ @ @ @

Rp. Rp. Rp. Rp.

Upah dihitung = 1/4

x Rp.

= = = =


pintu triplek Sungkai double rangka kayu Meranti

M3 Kayu Meranti Lbr Triplek Sungkai Kg Paku biasa

@ Rp. @ Rp. @ Rp.


@ @ @ @

Rp. Rp. Rp. Rp.

Upah dihitung = 1/2

x Rp.


1 M2 Pintu/jendela panel : Bahan : 0.0440 M3 Kayu Meranti Batu

@ Rp.

4,613,400.00 =

Rp. Rp.

202,989.60 + 202,989.60

Upah : 2.5000 0.1250 7.5000 0.7500


@ @ @ @

38,500.00 49,500.00 52,250.00 60,500.00

Upah dihitung = 1/2

x Rp.


96,250.00 6,187.50 391,875.00 45,375.00 + 539,687.50 269,843.75 + 472,833.35 472,833.00

Rp. Rp. Rp. Rp.

= = = =

= = = =


5. Anl. F.34

5. Anl. F.36

1 M2 Pintu/jendela jalusi Bahan : 0.0640 M3 Kayu Meranti Batu 0.3187 Kg Paku biasa

@ Rp. @ Rp.

Upah : 3.0000 0.1500 9.0000 0.9000


@ @ @ @

Upah dihitung = 1/2

x Rp.

5. Anl. F.37a

5. Anl. F.37b

Rp. Rp. Rp.

295,257.60 2,804.56 + 298,062.16

38,500.00 49,500.00 52,250.00 60,500.00


115,500.00 7,425.00 470,250.00 54,450.00 + 647,625.00 323,812.50 + 621,874.66 621,875.00

Rp. Rp. Rp.

161,469.00 119,800.00 + 281,269.00


77,000.00 4,950.00 313,500.00 36,300.00 + 431,750.00 215,875.00 + 497,144.00 497,144.00

= = = =


1 M2 Pintu/jendela kaca bingkai kayu Meranti Batu Bahan : 0.0350 M3 Kayu meranti batu @ Rp. 4,613,400.00 = 1.0000 M2 Kaca polos 5 mm @ Rp. 119,800.00 =

Upah : 2.0000 0.1000 6.0000 0.6000

5. Anl. F.37

Rp. Rp. Rp. Rp.

4,613,400.00 = 8,800.00 =


@ @ @ @

Rp. Rp. Rp. Rp.

Upah dihitung = 1/2

x Rp.


1 M2 Dinding papan dilidah/alur Bahan : 0.0198 M3 Papan Meranti 0.2000 Kg Paku biasa

@ Rp. @ Rp.

3,203,200.00 = 8,800.00 =

Rp. Rp. Rp.

63,423.36 1,760.00 + 65,183.36

Upah : 0.2800 0.0140 0.8000 0.0800


@ @ @ @

38,500.00 49,500.00 52,250.00 60,500.00

Upah dihitung = 1/2

x Rp.



10,780.00 693.00 41,800.00 4,840.00 + 58,113.00 29,056.50 + 94,239.86 94,240.00

1 M2 Dinding papan susun sirih Bahan : 0.0120 M3 Papan Meranti 0.2000 Kg Paku biasa

@ Rp. @ Rp.

3,203,200.00 = 8,800.00 =

Rp. Rp. Rp.

38,438.40 1,760.00 + 40,198.40

Upah : 0.2800 0.0140 0.8000 0.0800


@ @ @ @

38,500.00 49,500.00 52,250.00 60,500.00

Upah dihitung = 1/2

x Rp.


10,780.00 693.00 41,800.00 4,840.00 + 58,113.00 29,056.50 + 69,254.90 69,255.00

Rp. Rp. Rp. Rp.

45,391.50 20,240.00 1,320.00 + 66,951.50


5,390.00 3,465.00 20,900.00 2,420.00 + 32,175.00 16,087.50 + 83,039.00

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp.

38,500.00 49,500.00 52,250.00 60,500.00

= = = =

= = = =

= = = =


1 M2 Dinding triplek 4 mm rangka kayu Meranti Bahan : 0.0150 M3 Kayu Meranti @ Rp. 3,026,100.00 = 0.4000 Lbr Triplek 4 mm @ Rp. 50,600.00 = 0.1500 Kg Paku biasa @ Rp. 8,800.00 =

Upah : 0.1400 0.0700 0.4000 0.0400


@ @ @ @

Rp. Rp. Rp. Rp.

Upah dihitung = 1/2

x Rp.

38,500.00 49,500.00 52,250.00 60,500.00

= = = =

32,175.00 = Jumlah =

Dibulatkan = 5. Anl. F.37c

1 M2 Dinding double triplek 4 mm rangka kayu Meranti Bahan : 0.0150 M3 Kayu Meranti @ Rp. 3,026,100.00 = 0.8000 Lbr Triplek 4 mm @ Rp. 50,600.00 = 0.2000 Kg Paku biasa @ Rp. 8,800.00 =

Upah : 0.1400 0.0700 0.4000 0.0400

5. Anl. F.37d


@ @ @ @

Rp. Rp. Rp. Rp.

Upah dihitung = 1/2

x Rp.

38,500.00 49,500.00 52,250.00 60,500.00

= = = =


1 M2 Dinding double triplek Sungkai rangka kayu Meranti Bahan : 0.0150 M3 Kayu Meranti @ Rp. 3,026,100.00 = 0.8000 Lbr Triplek Sungkai @ Rp. 133,100.00 = 0.2500 Kg Paku biasa @ Rp. 8,800.00 =

Upah : 0.1400 0.0700 0.4000 0.0400


@ @ @ @

Rp. Rp. Rp. Rp.

38,500.00 49,500.00 52,250.00 60,500.00

= = = =

Jumlah = Dibulatkan =

Rp.

83,039.00

Rp. Rp. Rp. Rp.

45,391.50 40,480.00 1,760.00 + 87,631.50


5,390.00 3,465.00 20,900.00 2,420.00 + 32,175.00 16,087.50 + 103,719.00 103,719.00

Rp. Rp. Rp. Rp.

45,391.50 106,480.00 2,200.00 + 154,071.50


5,390.00 3,465.00 20,900.00 2,420.00 + 32,175.00 186,246.50 186,247.00

Perhitungan Analisa BOW

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