RAB WC 3 Pintu Asli

DATA PENDUKUNG ( BACK UP DATA )

NO PERHITUNGAN VOLUME SATUAN

Galian Tanah

1 0.75 x 0.75 x 0.7 x 8.00 3.15 M3

2 0.20 + 0.6 x 0.6 x 18.5 x 1.00 4.44 M3

2 7.59 M3

Lapisan Pasir

1 0.05 x 0.70 x 18.5 x 1.00 0.65 M3

2 0.05 x 0.75 x 0.75 x 8.00 0.23 M3

0.87 M3

Batu Kosong

1 0.10 x 0.70 x 18.5 x 1.00 1.30 M3

2 0.10 x 0.75 x 0.75 x 8.00 0.45 M3

1.75 M3

Batu Kali

1 0.20 + 0.60 x 0.60 x 18.5 x 1.00 4.44 M3

2

Pondasi Beton Bertulang

1 0.20 x 0.75 x 0.75 x 8.00 0.90 M3

2 0.20 x 0.20 x 0.60 x 8.00 0.19 M3

1.09 M3

Balok Slof 15 X 20

1 0.15 x 0.20 x 18.5 0.55 M3

Kolom 15 / 15 cm

1 0.15 x 0.15 x 2.70 x 8.00 0.49 M3

RING BALOK 15 X 20

1 0.15 x 0.20 x 18.5 0.55 M3

Pasangan Batu Bata 1Pc : 4Ps

1 51.51 x 0.15 7.73 M2

Plesteran 1 : 4

1 125.89 x 0.05 6.29 M2

REKAPITULASIRENCANA ANGGARAN BIAYA

NO. URAIAN PEKERJAAN JUMLAH HARGA ( RP )

1 2 3

I PEKERJAAN PERSIAPAN Rp 500,000.00

II PEKERJAAN TANAH DAN PASIR Rp 561,983.43

III PEKERJAAN PONDASI Rp 3,309,555.94

IV PEKERJAAN BETON BERTULANG Rp 6,789,610.60

V PEKERJAAN PASANGAN & PLASTERAN Rp 925,123.95

VI PEKERJAAN ATAP Rp 4,740,194.30

VII PEKERJAAN PENGECATAN Rp 5,161,500.00

VIII PEKERJAAN SANITASI AIR Rp 5,161,500.00

IX PEKERJAAN FINISHING Rp 700,000.00

JUMLAH Rp 27,149,468.21

DIBULATKAN Rp 27,149,000.00

Terbilang : Dua Puluh tujuh Juta Seratu Empat Puluh Sembilan Ribu Rupiah,-

RENCANA ANGGARAN BIAYA

No. Uraian Pekerjaan Volume Analisa Jumlah Harga ( Rp )

1 2 3 4 5 6

I PEKERJAAN PERSIAPAN1 Pengukuran dan Pemasangan Bowplank 1.00 ls. Taksir 300,000.00 300,000.00 2 P3K Keamanan 1.00 ls. Taksir 200,000.00 200,000.00

Sub Total 500,000.00 II PEKERJAAN TANAH DAN PASIR1 Galian tanah pondasi 7.59 m3 SNI 03-2835-02 - 2 - a 22,200.00 168,498.00 2 Urugan kembali 1.29 m3 SNI 03-2835-02 - 2 - i 10,645.00 13,732.05 3 Timbunan Tanah Bawah lantai 2.71 m3 SNI 03-2835-02 - 2 - j 111,750.00 302,842.50 4 Urugan Pasir 0.87 m3 SNI 03-2835-02 - 2 - k 88,150.00 76,910.88

Sub Total 561,983.43 III PEKERJAAN PONDASI1 Aanstamping batu kali 1.75 m3 SNI DT-91-0007-07.i 311,361.00 543,324.95 2 Pondasi batu kali menerus 1 : 3 4.44 m3 SNI DT-91-0007-07.B 623,025.00 2,766,231.00

Sub Total 3,309,555.94 IV PEKERJAAN BETON BERTULANG1 Sloof 15/20 cm 0.55 m3 SUPL. SNI DT-91-0008-07.c 3,318,570.03 1,841,806.36 2 Kolom 15/15 cm 0.49 m3 SUPL. SNI DT-91-0008-07.d 4,701,885.44 2,285,116.32 3 Ring Balok 15 / 20 0.55 M3 SUPL. SNI DT-91-0008-07.g 4,797,635.88 2,662,687.91

Sub Total 6,789,610.60 V PEKERJAAN PASANGAN & PLASTERAN1 Pasangan Dinding Bata 1 : 4 7.73 m3 SNI DT-91-0009-07.9 92,995.00 718,525.87 2 Plasteran 1 : 4 6.29 m2 SNI DT-91-0010-07.4 32,822.00 206,598.08

Sub Total 925,123.95 VI PEKERJAAN ATAP1 Atap Seng BJLS 8' 38.07 m3 SNI 03-3436-02 - am 122,970.00 4,681,467.90 2 Rabung Seng BJLS 8' 2.96 m2 SNI 03-3436-02 - an 19,840.00 58,726.40

Sub Total 4,740,194.30 VII PEKERJAAN PENGECATAN1 Pengecatan Tembok Baru 6.29 M2 SNI 03-2838-02- 6 - n 15,853.50 99,789.86 2 Pengecatan Kayu Baru 0.80 M2 SNI 03-2838-02- 6 - h 27,082.50 21,666.00

Sub Total 121,455.86 VIII PEKERJAAN SANITASI AIR1 Pembuatan Sumur 1.00 unit Taksir 2,000,000.00 2,000,000.00 2 Pemasangan Kloset Jongkok Porselen 3.00 unit SNI 03-2838-02- 2 - b 520,500.00 1,561,500.00 3 Septicktank 1.00 unit Taksir 100,000.00 100,000.00 4 Sanyo Jetpam 1.00 unit Taksir 1,500,000.00 1,500,000.00

Sub Total 5,161,500.00 IX PEKERJAAN FINISHING1 Administrasi / Dokumentasi 1.00 ls. Taksir 500,000.00 500,000.00 2 Pembersihan akhir 1.00 ls. Taksir 200,000.00 200,000.00

Sub Total 700,000.00

Harga Satuan ( Rp )

ANALISA HARGA SATUAN

1 SNI 03-2835-02 - 2 - a

Tenaga- Pekerja 0.400 Oh x Rp. 50,000.00 = Rp. 20,000.00 - Mandor 0.040 Oh x Rp. 55,000.00 = Rp. 2,200.00

Jumlah = Rp. 22,200.00 2 SNI 03-2835-02 - 2 - i


Jumlah = Rp. 10,645.00 3 SNI 03-2835-02 - 2 - j

Bahan

- Tanah Timbun 1.200 x Rp. 70,000.00 = Rp. 84,000.00 Jumlah (1) = Rp. 84,000.00


Jumlah = Rp. 27,750.00 Jumlah (1) + (2 = Rp. 111,750.00

4 SNI 03-2835-02 - 2 - k

Bahan

- Pasir urug 1.200 x Rp. 60,500.00 = Rp. 72,600.00 Jumlah (1) = Rp. 72,600.00

Tenaga- Pekerja 0.300 Oh x Rp. 50,000.00 = Rp. 15,000.00 - Mandor 0.010 Oh x Rp. 55,000.00 = Rp. 550.00


5 SNI 03-2835-02 - 2 - l

Bahan

- Kerikil / Sirtu 1.200 x Rp. 94,500.00 = Rp. 113,400.00 Jumlah (1) = Rp. 113,400.00



6 SNI DT-91-0007-07.A

Bahan

- Batu Kali/Gunung 1.200 x Rp. 180,000.00 = Rp. 216,000.00 - Semen Portland 5.050 Zak x Rp. 52,000.00 = Rp. 262,600.00

- Pasir Pasang 0.485 x Rp. 140,000.00 = Rp. 67,900.00 Jumlah (1) = Rp. 546,500.00

Tenaga- Pekerja 1.500 Oh x Rp. 50,000.00 = Rp. 75,000.00 - Tukang Batu 0.600 Oh x Rp. 65,000.00 = Rp. 39,000.00 - Kepala Tukang 0.060 Oh x Rp. 70,000.00 = Rp. 4,200.00 - Mandor 0.075 Oh x Rp. 55,000.00 = Rp. 4,125.00


7 SNI DT-91-0007-07.B

Bahan





1 M3 Galian tanah biasa sedalam 1 meter

1 M3 Urugan kembali

1 M3 Timbunan & Pemadatan Tanah

M3

1 M3 Urugan pasir

M3

1 M3 Urugan Sirtu Padat Untuk Peninggian Lantai

M3

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

M3

M3


M3

M3

8 SNI DT-91-0007-07.C

Bahan





9 SNI DT-91-0007-07.i

Bahan

- Batu Kali/Gunung 1.200 x Rp. 180,000.00 = Rp. 216,000.00

- Pasir urug 0.432 x Rp. 60,500.00 = Rp. 26,136.00 Jumlah (1) = Rp. 242,136.00



10 SNI DT-91-0008-07.14

Bahan

- Waterstob Lebar 150 mm 1.050 x Rp. #REF! = Rp. #REF! Jumlah (1) = Rp. #REF!

Tenaga- Pekerja 0.060 Oh x Rp. 50,000.00 = Rp. 3,000.00 - Tukang Batu 0.030 Oh x Rp. 65,000.00 = Rp. 1,950.00 - Kepala Tukang 0.003 Oh x Rp. 70,000.00 = Rp. 210.00 - Mandor 0.003 Oh x Rp. 55,000.00 = Rp. 165.00

Jumlah = Rp. 5,325.00 Jumlah (1) + (2 = Rp. #REF!

11 SNI DT-91-0008-07.15

Bahan

- Waterstob Lebar 200 mm 1.050 x Rp. #REF! = Rp. #REF! Jumlah (1) = Rp. #REF!



12 SNI DT-91-0008-07.16

Bahan

- Waterstob Lebar 230 - 320 mm 1.050 x Rp. #REF! = Rp. #REF! Jumlah (1) = Rp. #REF!




M3

M3

1 M3 Pasang pondasi batu kosong

M3

M3

1 M' PVC Waterstop Lebar 150 mm

M3

1 M' PVC Waterstop Lebar 200 mm

M3

1 M' PVC Waterstop Lebar 230 - 320 mm

M3

13 SNI DT-91-0008-07.17Pembesian 10 Kg Dengan Besi PolosBahan- Besi Beton Polos 10.500 Kg x Rp. 10,500.00 = Rp. 110,250.00 - Kawat Beton 0.150 Kg x Rp. 13,000.00 = Rp. 1,950.00

Jumlah (1) = Rp. 112,200.00 Tenaga- Pekerja 0.070 Oh x Rp. 50,000.00 = Rp. 3,500.00 - Tukang Batu 0.070 Oh x Rp. 65,000.00 = Rp. 4,550.00 - Kepala Tukang 0.007 Oh x Rp. 70,000.00 = Rp. 490.00 - Mandor 0.004 Oh x Rp. 55,000.00 = Rp. 220.00


14 SNI DT-91-0008-07.17aPembesian 10 Kg Dengan Besi UlirBahan- Besi Beton Ulir 10.500 Kg x Rp. 13,000.00 = Rp. 136,500.00 - Kawat Beton 0.150 Kg x Rp. 13,000.00 = Rp. 1,950.00



15 SNI DT-91-0009-07.3

Bahan- Batu Bata 140.000 Bh x Rp. 700.00 = Rp. 98,000.00 - Semen portland 1.088 Zak x Rp. 52,000.00 = Rp. 56,550.00

- Pasir pasang 0.080 x Rp. 140,000.00 = Rp. 11,200.00 Jumlah (1) = Rp. 165,750.00



16 SNI DT-91-0009-07.7





17 SNI DT-91-0009-07.8





1 M2 Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps

M3

1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps

M3


M3

18 SNI DT-91-0009-07.9





19 SNI DT-91-0010-07.2

Bahan- Semen portland 0.256 Zak x Rp. 52,000.00 = Rp. 13,291.20


Tenaga- Pekerja 0.200 Oh x Rp. 50,000.00 = Rp. 10,000.00 - Tukang Batu 0.150 Oh x Rp. 65,000.00 = Rp. 9,750.00 - Kepala Tukang 0.015 Oh x Rp. 70,000.00 = Rp. 1,050.00 - Mandor 0.010 Oh x Rp. 55,000.00 = Rp. 550.00


20 SNI DT-91-0010-07.3





21 SNI DT-91-0010-07.4





22 SNI DT-91-0010-07.13






M3

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

M3


M3


M3


M3

23 SNI DT-91-0010-07.14





24 SNI DT-91-0010-07.15





25 SNI DT-91-0011-07.1

Bahan

- Balok Kayu Klas II 1.200 x Rp. 3,700,000.00 = Rp. 4,440,000.00 - Paku Kayu 1.250 Kg x Rp. 13,000.00 = Rp. 16,250.00 - Lem Kayu 1.000 Kg x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 6.000 Oh x Rp. 50,000.00 = Rp. 300,000.00 - Tukang Kayu 18.000 Oh x Rp. 65,000.00 = Rp. 1,170,000.00 - Kepala Tukang 2.000 Oh x Rp. 70,000.00 = Rp. 140,000.00 - Mandor 0.300 Oh x Rp. 55,000.00 = Rp. 16,500.00

Jumlah = Rp. 1,626,500.00 Jumlah (1) + (2 = Rp. #REF!

26 SNI DT-91-0011-07.5

Bahan

- Balok Kayu Klas II 0.040 x Rp. 3,700,000.00 = Rp. 148,000.00 - Lem Kayu 0.500 Kg x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 1.000 Oh x Rp. 50,000.00 = Rp. 50,000.00 - Tukang Kayu 2.500 Oh x Rp. 65,000.00 = Rp. 162,500.00 - Kepala Tukang 0.250 Oh x Rp. 70,000.00 = Rp. 17,500.00 - Mandor 0.050 Oh x Rp. 55,000.00 = Rp. 2,750.00


27 SNI DT-91-0011-07.6

Bahan

- Balok Kayu Klas II 0.024 x Rp. 3,700,000.00 = Rp. 88,800.00 - Lem Kayu 0.300 Kg x Rp. #REF! = Rp. #REF!




M3


M3

1 M³ Membuat dan Memasang kusen pintu dan jendela kayu Klas II

M3

1 M2 Membuat dan Memasang pintu Panil Kayu, Kayu Klas II

M3

1 M2 Membuat dan Memasang pintu dan Jendela Kaca, Kayu Klas II

M3

28 SNI DT-91-0011-07.7

Bahan

- Papan Kayu Klas II 0.064 x Rp. #REF! = Rp. #REF!- Lem Kayu 0.500 Kg x Rp. #REF! = Rp. #REF!



29 SNI DT-91-0011-07.101 M2 Memasang Julusi Kosen, Kayu Klas IIBahan

- Papan Kayu Klas II 0.060 x Rp. #REF! = Rp. #REF!- Paku Kayu 0.150 Kg x Rp. 13,000.00 = Rp. 1,950.00



30 SNI DT-91-0011-07.131 M3 Memasang Kontruksi Kuda - Kuda, Kayu Kelas IIBahan

- Kayu klas II, 1.100 x Rp. 3,700,000.00 = Rp. 4,070,000.00 - Besi Strip Tebal 5 mm 15.000 Kg x Rp. #REF! = Rp. #REF!- Paku biasa 2" - 5" 5.600 Kg x Rp. 13,000.00 = Rp. 72,800.00



31 SNI DT-91-0011-07.141 M3 Memasang Kontruksi Kuda - KudaExpose, Kayu Kelas IIBahan


Jumlah (1) = Rp. #REF!Tenaga- Pekerja 6.000 Oh x Rp. 50,000.00 = Rp. 300,000.00 - Tukang Kayu 20.000 Oh x Rp. 65,000.00 = Rp. 1,300,000.00 - Kepala Tukang 2.000 Oh x Rp. 70,000.00 = Rp. 140,000.00 - Mandor 0.300 Oh x Rp. 55,000.00 = Rp. 16,500.00


32 SNI DT-91-0011-07.151 M3 Memasang Kontruksi Gordeng, Kayu Kelas IIBahan




1 M2 Membuat dan Memasang pintu dan Jendela Julusi Kayu, Kayu Klas II

M3

M3

M3

M3

M3

33 SNI DT-91-0011-07.161 M2 Memasang Rangka Atap Genteng Keramik, Kayu Kelas IIBahan

- Kaso - Kaso ( 5 x 7 cm ) 0.014 x Rp. 3,700,000.00 = Rp. 51,800.00 - Reng ( 2 x 3 cm ) 0.036 Kg x Rp. 2,800,000.00 = Rp. 100,800.00 - Paku biasa 2" - 5" 0.250 Kg x Rp. 13,000.00 = Rp. 3,250.00

Jumlah (1) = Rp. 155,850.00 Tenaga- Pekerja 0.100 Oh x Rp. 50,000.00 = Rp. 5,000.00 - Tukang Kayu 0.100 Oh x Rp. 65,000.00 = Rp. 6,500.00 - Kepala Tukang 0.010 Oh x Rp. 70,000.00 = Rp. 700.00 - Mandor 0.005 Oh x Rp. 55,000.00 = Rp. 275.00


34 SNI DT-91-0011-07.191 M² Pasang rangka langit-langit (60 x 1,20) m, kayu Klas IIBahan

- Kaso - Kaso ( 5 x 7 cm ) 0.015 x Rp. 2,800,000.00 = Rp. 43,120.00 - Paku biasa 2" - 5" 0.200 Kg x Rp. 13,000.00 = Rp. 2,600.00

Jumlah (1) = Rp. 45,720.00 Tenaga- Pekerja 0.150 Oh x Rp. 50,000.00 = Rp. 7,500.00 - Tukang Kayu 0.250 Oh x Rp. 65,000.00 = Rp. 16,250.00 - Kepala Tukang 0.025 Oh x Rp. 70,000.00 = Rp. 1,750.00 - Mandor 0.075 Oh x Rp. 55,000.00 = Rp. 4,125.00


35 SNI DT-91-0011-07.201 M² Pasang rangka langit-langit (60 x 60) m, kayu Klas IIBahan

- Kaso - Kaso ( 5 x 7 cm ) 0.016 x Rp. 2,800,000.00 = Rp. 45,640.00 - Paku biasa 2" - 5" 0.250 Kg x Rp. 13,000.00 = Rp. 3,250.00

Jumlah (1) = Rp. 48,890.00 Tenaga- Pekerja 0.200 Oh x Rp. 50,000.00 = Rp. 10,000.00 - Tukang Kayu 0.300 Oh x Rp. 65,000.00 = Rp. 19,500.00 - Kepala Tukang 0.030 Oh x Rp. 70,000.00 = Rp. 2,100.00 - Mandor 0.010 Oh x Rp. 55,000.00 = Rp. 550.00


36 SNI DT-91-0011-07.211 M' Pasang lisplank ukuran (3 x 20) cm, kayu klas IIBahan

- Papan Kayu klas II, 0.011 x Rp. #REF! = Rp. #REF!- Paku biasa 2" - 5" 0.100 Kg x Rp. 13,000.00 = Rp. 1,300.00

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.100 Oh x Rp. 50,000.00 = Rp. 5,000.00 - Tukang Kayu 0.200 Oh x Rp. 65,000.00 = Rp. 13,000.00 - Kepala Tukang 0.020 Oh x Rp. 70,000.00 = Rp. 1,400.00 - Mandor 0.005 Oh x Rp. 55,000.00 = Rp. 275.00



- Papan Kayu klas II, 0.011 x Rp. #REF! = Rp. #REF!- Paku biasa 2" - 5" 0.050 Kg x Rp. 13,000.00 = Rp. 650.00



M3

M3

M3

M3

M3


- Papan Kayu klas II, 0.005 x Rp. #REF! = Rp. #REF!- Paku biasa 2" - 5" 0.050 Kg x Rp. 13,000.00 = Rp. 650.00



39 SNI 03-3435-02 - a1 M³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 KrBahan- Semen portland 5.450 Zak x Rp. 52,000.00 = Rp. 283,400.00 - Pasir beton 0.520 M³ x Rp. 140,000.00 = Rp. 72,800.00 - Kerikil 0.870 M³ x Rp. 140,000.00 = Rp. 121,800.00

Jumlah (1) = Rp. 478,000.00 Tenaga- Pekerja 1.650 Oh x Rp. 50,000.00 = Rp. 82,500.00 - Tukang Batu 0.250 Oh x Rp. 65,000.00 = Rp. 16,250.00 - Kepala Tukang 0.025 Oh x Rp. 70,000.00 = Rp. 1,750.00 - Mandor 0.080 Oh x Rp. 55,000.00 = Rp. 4,400.00


40 SNI 03-3435-02 - d1 M³ Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 KrBahan- Semen portland 0.250 Zak x Rp. 52,000.00 = Rp. 13,000.00 - Pasir beton 0.026 M³ x Rp. 140,000.00 = Rp. 3,640.00 - Koral beton 0.044 M³ x Rp. 140,000.00 = Rp. 6,160.00



41 SNI 03-3435-02 - ai1 M³ Membuat beton cor 1 : 2 : 3Bahan- Semen portland 5.800 Zak x Rp. 52,000.00 = Rp. 301,600.00 - Pasir beton 0.520 M³ x Rp. 140,000.00 = Rp. 72,800.00 - Koral beton 0.780 M³ x Rp. 140,000.00 = Rp. 109,200.00

Jumlah (1) = Rp. 483,600.00 Tenaga- Pekerja 1.650 Oh x Rp. 50,000.00 = Rp. 82,500.00 - Tukang Batu 0.250 Oh x Rp. 65,000.00 = Rp. 16,250.00 - Kepala tukang 0.025 Oh x Rp. 70,000.00 = Rp. 1,750.00 - Mandor 0.080 Oh x Rp. 55,000.00 = Rp. 4,400.00


42 SNI DT-91-0008-07.201 M² Pasang bekisting untuk pondasiBahan- Kayu bekisting 0.040 M³ x Rp. 2,300,000.00 = Rp. 92,000.00 - Paku biasa 2" - 5" 0.300 Kg x Rp. 13,000.00 = Rp. 3,900.00 - Minyak bekisting 0.100 Lt x Rp. 5,000.00 = Rp. 500.00

Jumlah (1) = Rp. 96,400.00 Tenaga- Pekerja 0.520 Oh x Rp. 50,000.00 = Rp. 26,000.00 - Tukang Kayu 0.260 Oh x Rp. 65,000.00 = Rp. 16,900.00 - Kepala tukang 0.026 Oh x Rp. 70,000.00 = Rp. 1,820.00 - Mandor 0.005 Oh x Rp. 55,000.00 = Rp. 275.00


- Asumsi 4 kali pemakaian bekisting 1/4 x ( 1 + 2 ) = Rp. 35,348.75

M3

43 SNI DT-91-0008-07.211 M² Pasang bekisting untuk sloofBahan- Kayu terentang 0.045 M³ x Rp. 2,300,000.00 = Rp. 103,500.00 - Paku biasa 2" - 5" 0.300 Kg x Rp. 13,000.00 = Rp. 3,900.00 - Minyak bekisting 0.100 Lt x Rp. 5,000.00 = Rp. 500.00

Jumlah (1) = Rp. 107,900.00 Tenaga- Pekerja 0.520 Oh x Rp. 50,000.00 = Rp. 26,000.00 - Tukang Kayu 0.260 Oh x Rp. 65,000.00 = Rp. 16,900.00 - Kepala tukang 0.026 Oh x Rp. 70,000.00 = Rp. 1,820.00 - Mandor 0.026 Oh x Rp. 55,000.00 = Rp. 1,430.00



44 SNI DT-91-0008-07.221 M² Pasang bekisting untuk kolomBahan- Kayu terentang 0.040 M³ x Rp. 2,300,000.00 = Rp. 92,000.00 - Paku biasa 2" - 5" 0.400 Kg x Rp. 13,000.00 = Rp. 5,200.00 - Minyak bekisting 0.200 Lt x Rp. 5,000.00 = Rp. 1,000.00 - Balok kayu borneo 0.015 M³ x Rp. 2,800,000.00 = Rp. 42,000.00 - Plywood tebal 9 mm 0.350 Lbr x Rp. 85,000.00 = Rp. 29,750.00 - Dolken Kayu Galam dia 8 - 10 cm 2.000 Btg x Rp. 25,000.00 = Rp. 50,000.00




45 SNI DT-91-0008-07.231 M² Pasang bekisting untuk balokBahan- Kayu terentang 0.040 M³ x Rp. 2,300,000.00 = Rp. 92,000.00 - Paku biasa 2" - 5" 0.400 Kg x Rp. 13,000.00 = Rp. 5,200.00 - Minyak bekisting 0.200 Lt x Rp. 5,000.00 = Rp. 1,000.00 - Balok kayu borneo 0.018 M³ x Rp. 2,800,000.00 = Rp. 50,400.00 - Plywood tebal 9 mm 0.350 Lbr x Rp. 85,000.00 = Rp. 29,750.00

Dolken Kayu Galam dia 8 - 10 cm 2.000 Btg x Rp. 25,000.00 = Rp. 50,000.00 Jumlah (1) = Rp. 228,350.00

Tenaga- Pekerja 0.660 Oh x Rp. 50,000.00 = Rp. 33,000.00 - Tukang Kayu 0.330 Oh x Rp. 65,000.00 = Rp. 21,450.00 - Kepala tukang 0.033 Oh x Rp. 70,000.00 = Rp. 2,310.00 - Mandor 0.033 Oh x Rp. 55,000.00 = Rp. 1,815.00



46 SNI DT-91-0008-07.241 M² Pasang bekisting untuk lantaiBahan- Kayu terentang 0.040 M³ x Rp. 2,300,000.00 = Rp. 92,000.00 - Paku biasa 2" - 5" 0.400 Kg x Rp. 13,000.00 = Rp. 5,200.00 - Minyak bekisting 0.200 Lt x Rp. 5,000.00 = Rp. 1,000.00 - Balok kayu borneo 0.015 M³ x Rp. 2,800,000.00 = Rp. 42,000.00 - Plywood tebal 9 mm 0.350 Lbr x Rp. 85,000.00 = Rp. 29,750.00 - Dolken Kayu Galam dia 8 - 10 cm 6.000 Btg x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.660 Oh x Rp. 50,000.00 = Rp. 33,000.00 - Tukang Kayu 0.330 Oh x Rp. 65,000.00 = Rp. 21,450.00 - Kepala tukang 0.033 Oh x Rp. 70,000.00 = Rp. 2,310.00 - Mandor 0.033 Oh x Rp. 55,000.00 = Rp. 1,815.00


- Asumsi 4 kali pemakaian bekisting 1/4 x ( 1 + 2 ) = Rp. #REF!

47 SNI DT-91-0008-07.251 M² Pasang bekisting untuk DindingBahan- KayuKelas III 0.030 M³ x Rp. 2,300,000.00 = Rp. 69,000.00 - Paku biasa 2" - 5" 0.400 Kg x Rp. 13,000.00 = Rp. 5,200.00 - Minyak bekisting 0.200 Lt x Rp. 5,000.00 = Rp. 1,000.00 - Balok kayu II 0.020 M³ x Rp. 2,800,000.00 = Rp. 56,000.00 - Plywood tebal 9 mm 0.350 Lbr x Rp. 85,000.00 = Rp. 29,750.00 - Dolken Kayu Galam dia 8 - 10 cm 3.000 Btg x Rp. 165,000.00 = Rp. 495,000.00 - Formite / Penjaga Jarak Bekisting 4.000 Bh x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.660 Oh x Rp. 50,000.00 = Rp. 33,000.00 - Tukang Kayu 0.330 Oh x Rp. 65,000.00 = Rp. 21,450.00 - Kepala tukang 0.033 Oh x Rp. 70,000.00 = Rp. 2,310.00 - Mandor 0.033 Oh x Rp. 55,000.00 = Rp. 1,815.00


- Asumsi 4 kali pemakaian bekisting 1/4 x ( 1 + 2 ) = Rp. #REF!

48 SNI DT-91-0008-07.261 M² Pasang bekisting untuk TanggaBahan- Kayu terentang 0.030 M³ x Rp. 2,300,000.00 = Rp. 69,000.00 - Paku biasa 2" - 5" 0.400 Kg x Rp. 13,000.00 = Rp. 5,200.00 - Minyak bekisting 0.150 Lt x Rp. 5,000.00 = Rp. 750.00 - Balok kayu borneo 0.015 M³ x Rp. 2,800,000.00 = Rp. 42,000.00 - Plywood tebal 9 mm 0.350 Lbr x Rp. 85,000.00 = Rp. 29,750.00 - Dolken Kayu Galam dia 8 - 10 cm 2.000 Btg x Rp. 25,000.00 = Rp. 50,000.00




Pekerjaan lain-lainUntuk membongkar cetakan dan menyiram beton diperlukan- Pekerja 4.000 Oh x Rp. 50,000.00 = Rp. 200,000.00

Jumlah (1) = Rp. 200,000.00 49 SUPL. SNI DT-91-0008-07.a

Beton Cor 1: 2 : 3 1.000 M³ x Rp. 588,500.00 = Rp. 588,500.00 Pekerjaan Besi 104.000 Kg x Rp. 12,096.00 = Rp. 1,257,984.00

Cetakan Beton 13.379 x Rp. 35,348.75 = Rp. 472,930.93 Pekerjan lain-lain 1.000 Oh x Rp. 200,000.00 = Rp. 200,000.00

Jumlah = Rp. 2,519,414.93 50 SUPL. SNI DT-91-0008-07.b



Jumlah = Rp. 2,997,198.74

51 SUPL. SNI DT-91-0008-07.c



Jumlah = Rp. 3,318,570.03 52 SUPL. SNI DT-91-0008-07.d


Cetakan Beton 26.670 x Rp. 69,631.25 = Rp. 1,857,065.44 Pekerjan lain-lain 1.000 Oh x Rp. 200,000.00 = Rp. 200,000.00

Jumlah = Rp. 4,701,885.44

1 M3 Beton Bertulang Pondasi Tapak

M2

1 M3 Sloof Ukuran 20 x 25 cm

M2

1 M3 Sloof Ukuran 15 x 20 cm

M2

1 M3 Kolom 20/20 cm

M2

53 SUPL. SNI DT-91-0008-07.e



Jumlah = Rp. 4,282,945.76 54 SUPL. SNI DT-91-0008-07.f



Jumlah = Rp. 4,797,851.07 55 SUPL. SNI DT-91-0008-07.g

1 M3 Ring Balk 13/15 cmBeton Cor 1: 2 : 3 1.000 M³ x Rp. 588,500.00 = Rp. 588,500.00 Pekerjaan Besi 240.000 Kg x Rp. 12,096.00 = Rp. 2,903,040.00


Jumlah = Rp. 4,797,635.88

56 SUPL. SNI DT-91-0008-07.h1 M3 Beton Bertulang Plat


Cetakan Beton 15.420 x Rp. #REF! = Rp. #REF!Pekerjan lain-lain 1.000 Oh x Rp. 200,000.00 = Rp. 200,000.00

Jumlah = Rp. #REF!

57 SNI 03-3436-02 - am1 M² Pasang atap seng gelombangBahan- Seng Gelombang BJLS 0.20 X 8'' 0.700 Lbr x Rp. 65,000.00 = Rp. 45,500.00 - Paku Seng 4.000 Bh x Rp. 500.00 = Rp. 2,000.00

Jumlah (1) = Rp. 47,500.00 Tenaga- Pekerja 0.120 Oh x Rp. 50,000.00 = Rp. 6,000.00 - Tukang Kayu 0.060 Oh x Rp. 65,000.00 = Rp. 3,900.00 - Kepala tukang 0.006 Oh x Rp. 70,000.00 = Rp. 420.00 - Mandor 0.006 Oh x Rp. 55,000.00 = Rp. 330.00

Jumlah (2) = Rp. 10,650.00 Jumlah (1) + (2) = Rp. 58,150.00

58 Anl. H.81 M² Pasang atap seng Genteng MetalBahan- Genteng Metal 1.200 Lbr x Rp. #REF! = Rp. #REF!- Baut Untuk Genteng Metal 9.000 Bh x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.100 Oh x Rp. 50,000.00 = Rp. 5,000.00 - Tukang Kayu 0.200 Oh x Rp. 65,000.00 = Rp. 13,000.00 - Kepala tukang 0.005 Oh x Rp. 70,000.00 = Rp. 350.00 - Mandor 0.020 Oh x Rp. 55,000.00 = Rp. 1,100.00

Jumlah (2) = Rp. 19,450.00 Jumlah (1) + (2) = Rp. #REF!

59 Anls H.10Bahan- Rabung Seng Genteng Metal 5.8800 Lbr x Rp. 27,000.00 = Rp. 158,760.00 - Baut Genteng Metal 0.2000 Bh x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.2500 Oh x Rp. 50,000.00 = Rp. 12,500.00 - Tukang 0.2500 Oh x Rp. 65,000.00 = Rp. 16,250.00 - Kepala Tukang 0.0250 Oh x Rp. 70,000.00 = Rp. 1,750.00 - Mandor 0.0130 Oh x Rp. 55,000.00 = Rp. 715.00


Untuk 1 M' Bubungan = 1/10 0.1000 Oh x Rp. #REF! #REF!

1 M3 Kolom 13/13 cm

M2

1 M3 Top gevel 13/15 cm

M2

M2

M2

60 SNI 03-3436-02 - an1 M¹ Pasang nok seng gelombangBahan- Rabung Seng BJLS 0.20 0.300 Lbr x Rp. 30,000.00 = Rp. 9,000.00 - Paku Seng 0.800 Bh x Rp. 500.00 = Rp. 400.00

Jumlah (1) = Rp. 9,400.00 Tenaga- Pekerja 0.100 Oh x Rp. 50,000.00 = Rp. 5,000.00 - Tukang Kayu 0.070 Oh x Rp. 65,000.00 = Rp. 4,550.00 - Kepala tukang 0.008 Oh x Rp. 70,000.00 = Rp. 560.00 - Mandor 0.006 Oh x Rp. 55,000.00 = Rp. 330.00


61 SNI DT-91-0013-07.71 M² Langit-langit Triplek/plywood ( 120 x 240 )Tebal 4 mmBahan- Triplek (120 x 240 x 4) mm 0.375 Lbr x Rp. 50,000.00 = Rp. 18,750.00 - Paku Triplek 0.030 Kg x Rp. 5,320.00 = Rp. 159.60

Jumlah (1) = Rp. 18,909.60 Tenaga - Pekerja 0.070 Oh x Rp. 50,000.00 = Rp. 3,500.00 - Tukang Kayu 0.100 Oh x Rp. 65,000.00 = Rp. 6,500.00 - Kepala tukang 0.010 Oh x Rp. 70,000.00 = Rp. 700.00 - Mandor 0.004 Oh x Rp. 55,000.00 = Rp. 192.50

Jumlah (2) = Rp. 10,892.50 Jumlah (1) + (2 = Rp. 29,802.10

62 SNI DT-91-0013-07.91 M' List Langit-langit Kayu ProfilBahan- List Kayu Profil 1.050 m' x Rp. #REF! = Rp. #REF!- Paku Kayu 0.010 Kg x Rp. 13,000.00 = Rp. 130.00

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.050 Oh x Rp. 50,000.00 = Rp. 2,500.00 - Tukang Kayu 0.050 Oh x Rp. 65,000.00 = Rp. 3,250.00 - Kepala tukang 0.005 Oh x Rp. 70,000.00 = Rp. 350.00 - Mandor 0.003 Oh x Rp. 55,000.00 = Rp. 165.00

Jumlah (2) = Rp. 6,265.00 Jumlah (1) + (2 = Rp. #REF!

63 SNI 03-2838-02- 2 - b Memasang 1 buah kloset jongkok porselenBahan- Kloset jongkok porselen 1.000 Bh x Rp. 250,000.00 = Rp. 250,000.00 - Semen portland 0.150 Kg x Rp. 52,000.00 = Rp. 7,800.00


Tenaga- Pekerja 1.000 Oh x Rp. 50,000.00 = Rp. 50,000.00 - Tukang Batu 1.500 Oh x Rp. 65,000.00 = Rp. 97,500.00 - Kepala tukang 1.500 Oh x Rp. 70,000.00 = Rp. 105,000.00 - Mandor 0.160 Oh x Rp. 55,000.00 = Rp. 8,800.00


64 SNI 03-2838-02- 2 - y Memasang 1 m¹ pipa PVC tipe AW diameter 2"Bahan- Pipa PVC 1.200 M¹ x Rp. #REF! = Rp. #REF!- Perlengkapan 35.000 % x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.081 Oh x Rp. 50,000.00 = Rp. 4,050.00 - Tukang Batu 0.180 Oh x Rp. 65,000.00 = Rp. 11,700.00 - Kepala tukang 0.018 Oh x Rp. 70,000.00 = Rp. 1,260.00 - Mandor 0.004 Oh x Rp. 55,000.00 = Rp. 225.50


M3

65 SNI 03-2838-02- 2 - ab Memasang 1 m¹ pipa PVC tipe AW diameter 4"Bahan- Pipa PVC 1.200 M¹ x Rp. #REF! = Rp. #REF!- Perlengkapan 35.000 % x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.135 Oh x Rp. 50,000.00 = Rp. 6,750.00 - Tukang Batu 0.225 Oh x Rp. 65,000.00 = Rp. 14,625.00 - Kepala tukang 0.023 Oh x Rp. 70,000.00 = Rp. 1,575.00 - Mandor 0.007 Oh x Rp. 55,000.00 = Rp. 374.00


66 SNI 03-2838-02- 2 - ae Memasang 1 bh kran diameter ¾" atau ½"Bahan- Kran air 1.000 Bh x Rp. 55,000.00 = Rp. 55,000.00 - Seal teap 0.025 Set x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.010 Oh x Rp. 50,000.00 = Rp. 500.00 - Tukang Batu 0.100 Oh x Rp. 65,000.00 = Rp. 6,500.00 - Kepala tukang 0.010 Oh x Rp. 70,000.00 = Rp. 700.00 - Mandor 0.005 Oh x Rp. 55,000.00 = Rp. 275.00


67 SNI 03-2838-02- 2 - af Memasang 1 bh floor drainBahan- Floor drain 1.000 Bh x Rp. #REF! = Rp. #REF!



68 SNI 03-2838-02- 2 - af 1 Memasang Pipa Penguras bakBahan- Pipa Penguras bak 1.000 Bh x Rp. #REF! = Rp. #REF!



69 SNI 03-2838-02- 2 - af 2 Memasang Pipa HawaBahan- Pipa Hawa 1.000 Bh x Rp. 35,000.00 = Rp. 35,000.00

Jumlah (1) = Rp. 35,000.00 Tenaga- Pekerja 0.010 Oh x Rp. 50,000.00 = Rp. 500.00 - Tukang Batu 0.100 Oh x Rp. 65,000.00 = Rp. 6,500.00 - Kepala tukang 0.010 Oh x Rp. 70,000.00 = Rp. 700.00 - Mandor 0.005 Oh x Rp. 55,000.00 = Rp. 275.00


70 SNI 03-2838-02- 2 - ac Memasang 1 m¹ pipa PVC diameter 3"Bahan- Pipa PVC 1.200 M¹ x Rp. #REF! = Rp. #REF!- Perlengkapan 35.000 % x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.036 Oh x Rp. 50,000.00 = Rp. 1,800.00 - Tukang Batu 0.060 Oh x Rp. 65,000.00 = Rp. 3,900.00 - Kepala tukang 0.006 Oh x Rp. 70,000.00 = Rp. 420.00 - Mandor 0.002 Oh x Rp. 55,000.00 = Rp. 99.00


71 SNI 03-02-SN-6-5 Memasang 1 bh WastafelBahan- Wastafel Keramik 1.000 Bh x Rp. 650,000.00 = Rp. 650,000.00

Perlengkapan (12%Harga Wastafel ) 1.000 Bh x Rp. 78,000.00 = Rp. 78,000.00 Semen Abu Abu / Putih 0.150 Zak x Rp. 8,000.00 = Rp. 1,200.00

- Pasir Pasang 0.010 m3 x Rp. 140,000.00 = Rp. 1,400.00 Jumlah (1) = Rp. 730,600.00

Tenaga- Pekerja 0.010 Oh x Rp. 50,000.00 = Rp. 500.00 - Tukang Batu 0.100 Oh x Rp. 65,000.00 = Rp. 6,500.00 - Kepala tukang 0.010 Oh x Rp. 70,000.00 = Rp. 700.00 - Mandor 0.005 Oh x Rp. 55,000.00 = Rp. 275.00


72 SNI 03-2838-02- 2 - ad Memasang 1 m¹ pipa PVC diameter 4"Bahan- Pipa PVC 1.200 M¹ x Rp. 165,000.00 = Rp. 198,000.00 - Perlengkapan 35.000 % x Rp. 165,000.00 = Rp. 57,750.00

Jumlah (1) = Rp. 255,750.00 Tenaga- Pekerja 0.036 Oh x Rp. 50,000.00 = Rp. 1,800.00 - Tukang Batu 0.060 Oh x Rp. 65,000.00 = Rp. 3,900.00 - Kepala tukang 0.006 Oh x Rp. 70,000.00 = Rp. 420.00 - Mandor 0.002 Oh x Rp. 55,000.00 = Rp. 99.00


73 SNI 03-2838-02- 4 - a 1 buah pasang kunci tanam antikBahan- Kunci tanam antik 1.000 Bh x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.060 Oh x Rp. 50,000.00 = Rp. 3,000.00 - Tukang Kayu 0.600 Oh x Rp. 65,000.00 = Rp. 39,000.00 - Kepala tukang 0.060 Oh x Rp. 70,000.00 = Rp. 4,200.00 - Mandor 0.003 Oh x Rp. 55,000.00 = Rp. 165.00


74 SNI 03-2838-02- 4 - b 1 buah pasang kunci tanam biasaBahan- Kunci tanam biasa 1.000 Bh x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.010 Oh x Rp. 50,000.00 = Rp. 500.00 - Tukang Kayu 0.500 Oh x Rp. 65,000.00 = Rp. 32,500.00 - Kepala tukang 0.010 Oh x Rp. 70,000.00 = Rp. 700.00 - Mandor 0.005 Oh x Rp. 55,000.00 = Rp. 275.00


75 SNI 03-2838-02- 4 - c 1 buah pasang kunci tanam kamar mandiBahan- Kunci tanam kamar mandi 1.000 Bh x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!

Tenaga- Pekerja 0.005 Oh x Rp. 50,000.00 = Rp. 250.00 - Tukang Kayu 0.500 Oh x Rp. 65,000.00 = Rp. 32,500.00 - Kepala tukang 0.005 Oh x Rp. 70,000.00 = Rp. 350.00 - Mandor 0.003 Oh x Rp. 55,000.00 = Rp. 137.50


76 SNI 03-2838-02- 4 - e 1 buah pasang engsel pintuBahan- Engsel pintu 1.000 Bh x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.015 Oh x Rp. 50,000.00 = Rp. 750.00 - Tukang Kayu 0.150 Oh x Rp. 65,000.00 = Rp. 9,750.00 - Kepala tukang 0.015 Oh x Rp. 70,000.00 = Rp. 1,050.00 - Mandor 0.001 Oh x Rp. 55,000.00 = Rp. 41.25


77 SNI 03-2838-02- 4 - f 1 buah pasang engsel jendela kupu-kupuBahan- Engsel jendela 1.000 Bh x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.010 Oh x Rp. 50,000.00 = Rp. 500.00 - Tukang Kayu 0.100 Oh x Rp. 65,000.00 = Rp. 6,500.00 - Kepala tukang 0.010 Oh x Rp. 70,000.00 = Rp. 700.00 - Mandor 0.001 Oh x Rp. 55,000.00 = Rp. 27.50


78 SNI 03-2838-02- 4 - i 1 buah pasang kait anginBahan- Kait angin 1.000 Bh x Rp. 10,000.00 = Rp. 10,000.00

Jumlah (1) = Rp. 10,000.00 Tenaga- Pekerja 0.015 Oh x Rp. 50,000.00 = Rp. 750.00 - Tukang Kayu 0.150 Oh x Rp. 65,000.00 = Rp. 9,750.00 - Kepala tukang 0.015 Oh x Rp. 70,000.00 = Rp. 1,050.00 - Mandor 0.001 Oh x Rp. 55,000.00 = Rp. 41.25


79 SNI 03-2838-02- 4 - l 1 buah pasang pegangan pintu / door holderBahan- Door holder 1.000 Bh x Rp. 40,000.00 = Rp. 40,000.00

Jumlah (1) = Rp. 40,000.00 Tenaga- Pekerja 0.050 Oh x Rp. 50,000.00 = Rp. 2,500.00 - Tukang Kayu 0.500 Oh x Rp. 65,000.00 = Rp. 32,500.00 - Kepala tukang 0.050 Oh x Rp. 70,000.00 = Rp. 3,500.00 - Mandor 0.003 Oh x Rp. 55,000.00 = Rp. 137.50


80 SNI 03-2838-02- 4 - q 1 M² pasang kaca, tebal 5 mmBahan- Kaca 5 mm 1.100 M² x Rp. #REF! = Rp. #REF!

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.015 Oh x Rp. 50,000.00 = Rp. 750.00 - Tukang Kayu 0.150 Oh x Rp. 65,000.00 = Rp. 9,750.00 - Kepala tukang 0.015 Oh x Rp. 70,000.00 = Rp. 1,050.00 - Mandor 0.001 Oh x Rp. 55,000.00 = Rp. 41.25

Jumlah 2 = Rp. 11,591.25 Jumlah (1) + (2 = Rp. #REF!

81 SNI DT-91-0012-07-35 1 M2 Pasang lantai keramik 30 x 30 cmBahan- Keramik 40x40 cm 6.500 Bh x Rp. #REF! = Rp. #REF!- Semen portland 0.250 Kg x Rp. 52,000.00 = Rp. 13,000.00

- Pasir pasang 0.045 x Rp. 140,000.00 = Rp. 6,300.00 - Semen warna 1.500 Kg x Rp. 8,000.00 = Rp. 12,000.00

Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.620 Oh x Rp. 50,000.00 = Rp. 31,000.00 - Tukang Batu 0.350 Oh x Rp. 65,000.00 = Rp. 22,750.00 - Kepala tukang 0.035 Oh x Rp. 70,000.00 = Rp. 2,450.00 - Mandor 0.030 Oh x Rp. 55,000.00 = Rp. 1,650.00


82 SNI DT-91-0012-07-36 1 M2 Pasang lantai keramik 20 x 20 cm Bahan- Keramik 20 x 20 cm 25.000 Bh x Rp. 2,500.00 = Rp. 62,500.00 - Semen portland 0.260 Zak x Rp. 52,000.00 = Rp. 13,520.00


Jumlah (1) = Rp. 95,280.00 Tenaga- Pekerja 0.620 Oh x Rp. 50,000.00 = Rp. 31,000.00 - Tukang Batu 0.350 Oh x Rp. 65,000.00 = Rp. 22,750.00 - Kepala tukang 0.035 Oh x Rp. 70,000.00 = Rp. 2,450.00 - Mandor 0.030 Oh x Rp. 55,000.00 = Rp. 1,650.00


83 SNI DT-91-0012-07-37 1 M² Pasang dinding keramik 20 x 25 cmBahan- Keramik 20 x 25 cm 20.000 Bh x Rp. #REF! = Rp. #REF!- Semen portland 0.233 Kg x Rp. 52,000.00 = Rp. 12,090.00


Jumlah (1) = Rp. #REF!Tenaga- Pekerja 0.600 Oh x Rp. 50,000.00 = Rp. 30,000.00 - Tukang Batu 0.450 Oh x Rp. 65,000.00 = Rp. 29,250.00 - Kepala tukang 0.045 Oh x Rp. 70,000.00 = Rp. 3,150.00 - Mandor 0.030 Oh x Rp. 55,000.00 = Rp. 1,650.00


84 SNI DT-91-0012-07-39 1 M' Pasang dinding keramik 10 x 20 cmBahan- Keramik 10 x 20 cm 5.300 Bh x Rp. 1,500.00 = Rp. 7,950.00 - Semen portland 1.140 Kg x Rp. 52,000.00 = Rp. 59,280.00

- Pasir pasang 0.003 x Rp. 90,000.00 = Rp. 270.00 - Semen warna 0.025 Kg x Rp. 8,000.00 = Rp. 200.00

Jumlah (1) = Rp. 67,700.00 Tenaga- Pekerja 0.090 Oh x Rp. 50,000.00 = Rp. 4,500.00 - Tukang Batu 0.090 Oh x Rp. 65,000.00 = Rp. 5,850.00 - Kepala tukang 0.009 Oh x Rp. 70,000.00 = Rp. 630.00 - Mandor 0.005 Oh x Rp. 55,000.00 = Rp. 275.00


M3

M3

M3

M3

85 SNI 03-2838-02- 6 - h 1 M² Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis penutupBahan- Cat meni 0.200 Kg x Rp. 20,000.00 = Rp. 4,000.00 - Dempul 0.150 Kg x Rp. 30,000.00 = Rp. 4,500.00 - Cat dasar 0.170 Kg x Rp. 30,000.00 = Rp. 5,100.00 - Cat penutup 0.260 Kg x Rp. 34,000.00 = Rp. 8,840.00

Jumlah (1) = Rp. 22,440.00 Tenaga- Pekerja 0.070 Oh x Rp. 50,000.00 = Rp. 3,500.00 - Tukang Cat 0.009 Oh x Rp. 65,000.00 = Rp. 585.00 - Kepala tukang 0.006 Oh x Rp. 70,000.00 = Rp. 420.00 - Mandor 0.003 Oh x Rp. 55,000.00 = Rp. 137.50


86 SNI 03-2838-02- 6 - i 1 M² Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 3 lapis penutupBahan- Cat meni 0.200 Kg x Rp. 20,000.00 = Rp. 4,000.00 - Dempul 0.150 Kg x Rp. 30,000.00 = Rp. 4,500.00

- Cat dasar 0.170 Kg x Rp. 30,000.00 = Rp. 5,100.00

- Cat penutup 0.350 Kg x Rp. 34,000.00 = Rp. 11,900.00 Jumlah (1) = Rp. 25,500.00

Tenaga- Pekerja 0.070 Oh x Rp. 50,000.00 = Rp. 3,500.00 - Tukang Cat 0.105 Oh x Rp. 65,000.00 = Rp. 6,825.00 - Kepala tukang 0.004 Oh x Rp. 70,000.00 = Rp. 280.00 - Mandor 0.003 Oh x Rp. 55,000.00 = Rp. 137.50


87 SNI 03-2838-02- 6 - l 1 M² Pelaburan bidang kayu dengan cat residu dan terBahan- Residu atau ter 0.350 Ltr x Rp. 6,000.00 = Rp. 2,100.00

Jumlah (1) = Rp. 2,100.00 Tenaga- Pekerja 0.100 Oh x Rp. 45,000.00 = Rp. 4,500.00 - Mandor 0.006 Oh x Rp. 50,000.00 = Rp. 300.00


88 SNI 03-2838-02- 6 - n 1 M² Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup)Bahan- Dempul 0.100 Kg x Rp. 15,000.00 = Rp. 1,500.00 - Cat dasar 0.100 Kg x Rp. 14,000.00 = Rp. 1,400.00 - Cat penutup 0.260 Kg x Rp. 28,000.00 = Rp. 7,280.00

Jumlah (1) = Rp. 10,180.00 Tenaga- Pekerja 0.020 Oh x Rp. 50,000.00 = Rp. 1,000.00 - Tukang Cat 0.063 Oh x Rp. 65,000.00 = Rp. 4,095.00 - Kepala tukang 0.006 Oh x Rp. 70,000.00 = Rp. 441.00 - Mandor 0.003 Oh x Rp. 55,000.00 = Rp. 137.50


89 SNI 03-2838-02- 6 - t1 1 M² Pengecatan meni Bahan- Cat meni besi 0.100 Kg x Rp. 20,000.00 = Rp. 2,000.00 - Kuas 0.010 Bh x Rp. 5,000.00 = Rp. 50.00

Jumlah (1) = Rp. 2,050.00 Tenaga- Pekerja 0.020 Oh x Rp. 50,000.00 = Rp. 1,000.00 - Tukang Cat 0.200 Oh x Rp. 65,000.00 = Rp. 13,000.00 - Kepala tukang 0.020 Oh x Rp. 70,000.00 = Rp. 1,400.00 - Mandor 0.010 Oh x Rp. 55,000.00 = Rp. 550.00


DAFTAR HARGA SATUAN UPAH, BAHAN

NO. URAIAN SATUAN HARGA SATUAN KETERANGAN

1 2 3 4 5

UPAH KERJA

1 Pekerja Oh @ Rp. 50,000.00

2 Tukang Oh @ Rp. 65,000.00

3 Kepala Tukang Oh @ Rp. 70,000.00

4 Mandor Oh @ Rp. 55,000.00

HARGA BAHAN

1 Batu bata bh @ Rp. 700.00

2 Batu kali m3 @ Rp. 180,000.00

3 Kerikil Bersih m3 @ Rp. 140,000.00

4 Kerikil cor m3 @ Rp. 140,000.00

5 Pasir cor m3 @ Rp. 140,000.00

6 Kerikil Sungai m3 @ Rp. 94,500.00

7 Pasir pasang m3 @ Rp. 140,000.00

8 Pasir urug m3 @ Rp. 60,500.00

9 Tanah urug m3 @ Rp. 70,000.00

10 Semen PC( 40 kg ) zak @ Rp. 52,000.00

11 Tepung Keramik kg @ Rp. 8,000.00

12 Semen Warna zak @ Rp. 110,000.00

13 Keramik 20 X 20cm bh @ Rp. 2,500.00

16 Besi beton polos kg @ Rp. 10,500.00

17 Besi beton Ulir kg @ Rp. 13,000.00

18 Kawat beton kg @ Rp. 13,000.00

19 Kawat Harmonika m2 @ Rp. 25,000.00

20 Paku kayu kg @ Rp. 13,000.00

21 Paku seng bh @ Rp. 500.00

22 Sekrup bh @ Rp. 5,320.00

27 Kayu setara klas II m3 @ Rp. 3,700,000.00

30 Kayu bekisting m3 @ Rp. 2,300,000.00

31 Papan bekisting m3 @ Rp. 2,300,000.00

32 Kayu rangka dinding,plafond/setara kelas I1I m3 @ Rp. 2,800,000.00

35 Triplek 4 mm lbr @ Rp. 50,000.00

36 Triplek 9 mm lbr @ Rp. 85,000.00

37 Dolken Kayu Ø 8 - 10/4 m btg @ Rp. 25,000.00

44 Cat tembok kg @ Rp. 28,000.00

45 Cat Dasar Tembok/Wall Siller kg @ Rp. 14,000.00

46 Cat kayu kg @ Rp. 34,000.00

47 Plamur tembok kg @ Rp. 15,000.00

48 Dempul kg @ Rp. 30,000.00

49 Cat meni kg @ Rp. 20,000.00

50 Amplas lbr @ Rp. 4,000.00

51 Minyak cat ltr @ Rp. 15,000.00

52 Minyak bekisting ltr @ Rp. 5,000.00

53 Kuas Cat bh @ Rp. 5,000.00

55 Seng " BJLS" 8" lbr @ Rp. 65,000.00

58 Rabung Genteng Metal Bh @ Rp. 27,000.00

59 Bubungan seng BJLS 0.20 lbr @ Rp. 30,000.00

60 Kosen+ pintu PVC bh @ Rp. 300,000.00

67 Kloset jongkok porselen bh @ Rp. 250,000.00

69 Kran air bh @ Rp. 55,000.00

75 Pipa PVC Ø4 Inc m' @ Rp. 165,000.00

Documents

RAB WC 3 Pintu Asli