Rab Pasir Leutik II - Non Tingkat v2.03 (135 All in)

R E K A P I T U L A S IRENCANA ANGGARAN BIAYAPEMBANGUNAN RUMAH TINGGAL PASIR LEUTIKNon Tingkat v.2.03

No. Uraian Satuan Volume Harga

I BIAYA BANGUNAN ls 1 Rp 109,662,280.66

II BIAYA PERIJINAN ls 1 Rp 1,394,640.50

III BIAYA PAGAR, TAMAN & CARPORT ls 1 Rp 9,893,265.00

IV BIAYA INSTALASI LISTRIK & AIR ls 1 Rp 12,237,000.00

V BIAYA INTERIOR MINIMAL ls 1 Rp 1,490,400.00

TOTAL BIAYA Rp 134,677,586.16

RENCANA ANGGARAN BIAYAPEMBANGUNAN RUMAH TINGGAL PASIR LEUTIK IINon Tingkat v.2.03

NO URAIAN PEKERJAAN SAT VOL

HARGA HARGA

SAT TOTAL

(Rp) (Rp)

A PEK PERSIAPAN

1 Pembersihan Lahan m2 95.00 Rp 15,000.00 Rp 1,425,000.00

2 Bouwplank m' 45.60 Rp 19,839.35 Rp 904,674.36

Subtotal Rp 2,329,674.36

B Pek. Tanah

1 Galian pondasi bangunan m3 36.27 Rp 24,000.00 Rp 870,559.20

2 Timbunan Kembali pondasi bangunan m3 19.56 Rp 7,998.00 Rp 156,469.67

3 Galian pondasi benteng m3 16.93 Rp 24,000.00 Rp 406,349.81

4 Timbunan Kembali pondasi benteng m3 4.17 Rp 7,998.00 Rp 33,381.80

5 Galian jaringan pipa m3 2.57 Rp 24,000.00 Rp 61,711.20

6 Timbunan Kembali jaringan pipa m3 0.63 Rp 7,998.00 Rp 5,069.60


C Sloof Beton

Sloof Beton (bangunan)

1 Beton k-175 m3 2.27 Rp 674,293.75 Rp 1,531,927.97

2 Bekisting m2 26.79 Rp 101,960.00 Rp 2,731,100.56

3 Pembesian kg 198.34 Rp 7,023.90 Rp 1,393,142.77

Sloof Beton (benteng)

1 Beton k-175 m3 0.64 Rp 674,293.75 Rp 434,312.60

2 Bekisting m2 8.59 Rp 101,960.00 Rp 875,632.48

3 Pembesian kg 57.22 Rp 7,023.90 Rp 401,937.82

Sub total Rp 7,368,054.21

D Kolom

Kolom Utama (25x25)

1 Beton k-175 m3 0.82 Rp 674,293.75 Rp 550,223.70

2 Bekisting m2 20.40 Rp 101,960.00 Rp 2,079,984.00


Kolom Praktis (15x15)

1 Beton k-175 m3 1.95 Rp 674,293.75 Rp 1,315,378.53

2 Bekisting m2 52.02 Rp 101,960.00 Rp 5,303,959.20

3 Pembesian kg 211.24 Rp 7,023.90 Rp 1,483,694.92


E Balok

Balok Utama (25x15)

1 Beton k-175 m3 0.73 Rp 674,293.75 Rp 491,813.00

2 Bekisting m2 12.64 Rp 101,960.00 Rp 1,289,029.30


Balok Praktis (15x15)

1 Beton k-175 m3 1.27 Rp 674,293.75 Rp 855,527.05

2 Bekisting m2 25.38 Rp 101,960.00 Rp 2,587,285.98



HARGA HARGA

SAT TOTAL

(Rp) (Rp)


F Pondasi batu kali

1 Pasangan Batukali Pondasi Bangunan m3 14.27 Rp 371,435.00 Rp 5,300,191.73

2 Pasangan Batukali Pondasi Benteng m3 4.29 Rp 371,435.00 Rp 1,594,941.89


G Plat Beton

Plat Lantai

1 Beton k-175 m3 1.25 Rp 674,293.75 Rp 845,564.36

2 Bekisting m2 12.37 Rp 101,960.00 Rp 1,261,245.20



H Pekerjaan Metal

1 Tangga Putar Unit 1.00 Rp 2,700,000.00 Rp 2,700,000.00

2 Talang air keliling bangunan m' 32.53 Rp 85,000.00 Rp 2,764,625.00


I Pasangan Bata

1 Pasangan Bata Merah (Bangunan) m2 79.27 Rp 70,609.50 Rp 5,597,186.82

2 Pasangan Bata Merah (Benteng) m2 27.30 Rp 70,609.50 Rp 1,927,709.96

3 Pasangan Bata Merah kitchensink m2 1.43 Rp 70,609.50 Rp 100,618.54

4 Pasangan Bata merah kloset & Bak km.pbt m2 2.42 Rp 70,609.50 Rp 170,521.94


J Plesteran

dinding Bangunan

1 Plesteran 1:2 m2 79.27 Rp 16,836.48 Rp 1,334,621.04

2 Plesteran 1:4 m2 79.27 Rp 17,128.13 Rp 1,357,740.01

3 Acian m2 158.54 Rp 13,637.50 Rp 2,162,078.34

dinding Benteng

1 Plesteran 1:4 m2 27.30 Rp 17,128.13 Rp 467,615.08

2 Acian m2 27.30 Rp 13,637.50 Rp 372,317.39


K Lantai Keramik

1 Keramik Lantai Bangunan m2 59.51 Rp 92,162.50 Rp 5,484,406.05

2 Keramik Lantai Teras m2 3.54 Rp 92,162.50 Rp 326,255.25


L Dinding Keramik

1 Keramik Dinding Bangunan m2 3.03 Rp 213,813.60 Rp 647,855.21

2 Keramik Dinding Kamar mandi m2 11.71 Rp 213,813.60 Rp 2,503,757.26

3 Keramik Dinding Kitchensink m2 1.43 Rp 213,813.60 Rp 304,684.38


M Atap

1 Rangka Atap Bangunan (baja ringan) m2 58.88 Rp 200,806.45 Rp 11,823,483.87

2 Penutup Atap Bangunan (genteng) m2 58.88 Rp 48,225.00 Rp 2,839,488.00

Sub total Rp 14,662,971.87

N Kusen Pintu & Jendela

1 Kusen m3 0.60 Rp 3,708,600.00 Rp 2,207,915.01

2 Pintu Panel bh 2.00 Rp 750,000.00 Rp 1,500,000.00


HARGA HARGA

SAT TOTAL

(Rp) (Rp)

3 Pintu Double Tickwood bh 5.00 Rp 415,357.00 Rp 2,076,785.00

4 Pintu Pintu Double Tickwood lapis melamin bh 2.00 Rp 495,657.00 Rp 991,314.00

5 Daun jendela kaca m2 4.32 Rp 219,180.00 Rp 946,857.60

6 Kaca m2 11.36 Rp 82,500.00 Rp 937,200.00

7 Glass Block bh 64.00 Rp 20,000.00 Rp 1,280,000.00


O Pengecatan dan laburan

1 Cat Dinding m2 158.54 Rp 24,010.00 Rp 3,806,526.19

2 Cat Kusen m2 9.64 Rp 35,334.00 Rp 340,584.43


P Gantungan

1 Kunci pintu bh 7.00 Rp 79,200.00 Rp 554,400.00

2 Kunci pintu km (bulat kualitas biasa) bh 2.00 Rp 36,500.00 Rp 73,000.00

3 Engsel pintu psg 9.00 Rp 25,850.00 Rp 232,650.00

4 Engsel jendela psg 6.00 Rp 23,650.00 Rp 141,900.00

5 Hak angin bh 6.00 Rp 11,000.00 Rp 66,000.00


Q Langit langit

1 Plafond (GRC 1 lbr= 1.2 x 2.4 m) m2 56.99 Rp 26,372.00 Rp 1,502,808.42


R Plumbing dan Sanitary

1 Pipa 3/4" btg 4.00 Rp 22,000.00 Rp 88,000.00

2 Pipa 1/2" btg 3.00 Rp 17,600.00 Rp 52,800.00

3 Pipa 2 1/2'" btg 3.00 Rp 151,225.00 Rp 453,675.00

4 Pipa 3" btg 4.00 Rp 225,500.00 Rp 902,000.00

5 Pipa 3" (buangan Talang) btg 3.00 Rp 225,501.00 Rp 676,503.00

6 Socket,knee,tee,kneedrat,sealtape,lem ls 1.00 Rp 500,000.00 Rp 500,000.00

7 Kran bh 6.00 Rp 34,850.00 Rp 209,100.00

8 Kran angsa bh 1.00 Rp 44,000.00 Rp 44,000.00

9 Kichen sink bh 1.00 Rp 250,000.00 Rp 250,000.00

10 Kloset duduk bh 1.00 Rp 750,000.00 Rp 750,000.00

11 Kloset jongkok bh 1.00 Rp 100,000.00 Rp 100,000.00

12 Floordrain bh 3.00 Rp 35,000.00 Rp 105,000.00

13 Wastafel Lengkap bh 2.00 Rp 350,000.00 Rp 700,000.00

14 Shower dgn tiang + kran tembok bh 1.00 Rp 225,000.00 Rp 225,000.00

15 Bak Mandi Fiber bh 1.00 Rp 250,000.00 Rp 250,000.00

16 Tempat Sabun bh 3.00 Rp 40,700.00 Rp 122,100.00


S Septictank

1 unit septictank 1.5m x 1.0m x 1.5m bh 1.00 Rp 1,508,605.74 Rp 1,508,605.74


T Listrik

1 Pipa listrik btg 12.00 Rp 5,000.00 Rp 60,000.00

2 Kabel 3x2,5 roll 1.00 Rp 420,000.00 Rp 420,000.00

3 Kabel 1x2,5 roll 1.00 Rp 215,000.00 Rp 215,000.00

4 Dus inbow buah 14.00 Rp 500.00 Rp 7,000.00


HARGA HARGA

SAT TOTAL

(Rp) (Rp)

5 Stop kontak bh 11.00 Rp 15,000.00 Rp 165,000.00

6 Saklar ganda bh 5.00 Rp 15,000.00 Rp 75,000.00

7 Saklar tunggal bh 7.00 Rp 12,000.00 Rp 84,000.00

8 Lampu sorot bh 1.00 Rp 100,000.00 Rp 100,000.00

9 Lampu neon bh 16.00 Rp 100,000.00 Rp 1,600,000.00

10 MCB bh 2.00 Rp 10,000.00 Rp 20,000.00

11 Box MCB bh 1.00 Rp 55,000.00 Rp 55,000.00

12 Klem kabel bks 5.00 Rp 4,500.00 Rp 22,500.00

13 Kabel telpon m - Rp - Rp -

14 Fitting plafond bh 17.00 Rp 12,000.00 Rp 204,000.00

15 Upah ttk 16.00 Rp 35,000.00 Rp 560,000.00


U Pagar Taman, Carport & Tanaman

1 Paving Block m2 15.00 Rp 78,635.00 Rp 1,179,525.00

2 Pagar m 9.00 Rp 350,000.00 Rp 3,150,000.00

3 Atap Carport m2 15.00 Rp 350,000.00 Rp 5,250,000.00

4 Gebalan Rumput Taman (gajah mini) m2 20.92 Rp 15,000.00 Rp 313,740.00


V Interior Minimal

1 Gorden Horizontal Blind m' 6.48 Rp 230,000.00 Rp 1,490,400.00


W Pek Lainnya

1 Ijin IMB m2 58.97 Rp 23,650.00 Rp 1,394,640.50

2 Instalasi Listrik ls 1.00 Rp 1,000,000.00 Rp 1,000,000.00

3 Instalasi Telepon ls - Rp - Rp -

4 Instlasi Air

- Toren Air bh 1.00 Rp 1,000,000.00 Rp 1,000,000.00

- Pompa Jet Pump (Groundfos JD basic 3) bh 1.00 Rp 2,487,000.00 Rp 2,487,000.00

- Sumur bor m 15.00 Rp 350,000.00 Rp 5,250,000.00

- Tempat dudukan toren ls 1.00 Rp 2,500,000.00 Rp 2,500,000.00


T O T A L Rp 134,677,586.16

REKAPITULASI ANALISA PEKERJAAN

No. Uraian HARGA

1 Pek. Pengukuran kembali 1,630 2 Los Kerja 374,524.203 Pek pasangan Bouwplank 19,839.354 Pek Pemadatan Tanah 7,998.005 Pek. Galian 24,000.006 Pek. Urugan Kembali 7,998.007 Pek. Pondasi 1,336,465.008 Beton mutu K 175 674,293.759 Besi beton 70,239.00

10 Cor beton K-175 796,594.8511 Bekisting dangan papan 101,960.0012 Pasangan batu belah camp 1PC :8PP 371,435.0013 Dinding keramik 30 x 30 cm 213,813.6014 Lantai keramik30 x 30 cm 92,162.5015 Pasangan dinding bata merah 1PC ; 2PP,tebal 1/2 bata 70,609.5016 Plesteran 1PC : 2PP tebal 1,5 cm 16,836.4817 Plesteran 1PC : 4PP tebal 1,5 cm 17,128.1318 Acian PC 13,637.5019 1 unit septictank 1.5m x 1.0m x 1.5m 1,508,605.7420 Pengecatan plafond dan dinding interior ICI 36,431.2521 Pengecatan dinding kingkong 24,010.0022 Pengecatan plafond sanlex 25,410.0023 Pengecatan kayu berikut meni 35,334.0024 Plituran bangunan 46,861.5025 Pas rangka plafond (60 x 60 cm) kayu borneo super 59,725.0026 Pas bahan plafond Grc 26,372.0027 Pas bahan plafond asbes semen 5 mm 64,538.0028 Pekerjaan Lisplank kayu kamper banjar 3/30 61,020.0029 Kusen kayu borneo lokal 3,708,600.0030 Daun pintu double teakwood rangka kayu banjar 415,357.0031 Daun jendela kaca kayu borneo lokal 219,180.0032 Kuda-kuda kayu kamper banjar 8,640,600.0033 Kontruksi gording kamper banjar 8,294,040.0034 Rangka atap genteng plentong borneo super 52,810.0035 Penutup Atap sirap 146,020.0036 Pek bubungan atap Genteng ex jatiwangi 58,440.0037 Pek Rangka Penutup Atap (m2) 35,527.3638 Pek Penutup Atap Genteng Murando Natural(m2) 48,225.0039 Pek Paving Block 78,635.00

ANALISA HARGA SATUAN PEKERJAAN

No. Uraian Koef Sat Harga Sat Jumlah

1 Pek. Pengukuran kembaliTukang batu 0.0100 org 45,000.00 450.00Pekerja 0.0200 org 30,000.00 600.00Peralatan 0.5000 lot 1,160.00 580.00Jumlah 1,630.00

2 Los KerjaKayu borneo super 0.1000 2,050,000.00 205,000.00Paku 5 - 7 0.2500 kg 12,000.00 3,000.00Seng glb BJLS 30 1.1000 lbr 45,000.00 49,500.00Tripleks 3 mm 0.5000 lbr 41,800.00 20,900.00PC 0.1000 zak 55,500.00 5,550.00Peralatan 0.0250 lot 591,505.00 14,787.63Ongkos pasang 0.1250 ls 606,292.63 75,786.58jumlah 374,524.20

3 Pek pasangan BouwplankPapan Terentang 0.0100 1,402,500.00 14,025.00Paku 5 0.0380 kg 12,000.00 456.00Ongkos pasang 0.1550 ls 34,570.00 5,358.35Jumlah 19,839.35

4 Pek Pemadatan TanahPekerja 0.2500 org 30,000.00 7,500.00Mandor 0.0083 org 60,000.00 498.00Jumlah 7,998.00

5 Pek. GalianPekerja 0.7500 org 30,000.00 22,500.00Mandor 0.0250 org 60,000.00 1,500.00Jumlah 24,000.00

6 Pek. Urugan KembaliPekerja 0.2500 org 30,000.00 7,500.00Mandor 0.0083 org 60,000.00 498.00Jumlah 7,998.00

7 Pek. PondasiBatu belah pondasi 0.4800 95,000.00 45,600.00Semen PC 194.0000 kg 1,110.00 215,340.00Pasir beton 0.3120 160,000.00 49,920.00Split 2/3 0.4680 160,000.00 74,880.00Besi beton 126.0000 kg 6,100.00 768,600.00Kawat beton 1.8000 kg 15,000.00 27,000.00Pekerja 3.4000 org 30,000.00 102,000.00Tukang batu 0.8500 org 45,000.00 38,250.00Kepala tukang batu 0.0850 org 55,000.00 4,675.00Mandor 0.1700 org 60,000.00 10,200.00Jumlah 1,336,465.00

8 Beton mutu K 175Semen PC 4.7760 zak 55,500.00 265,068.00Split pecah 0.9600 m³ 160,000.00 153,600.00Pasir beton 0.4800 m³ 160,000.00 76,800.00

m3

m3

m3

m3

m3


Air 215.0000 liter 1.05 225.75Pekerja 4.8000 oh 30,000.00 144,000.00Tukang batu 0.4000 oh 45,000.00 18,000.00Kepala tukang batu 0.0400 oh 55,000.00 2,200.00Mandor 0.2400 oh 60,000.00 14,400.00Jumlah 674,293.75

9 Besi beton Terpasang per 10 kg

Besi beton 10.5000 kg 6,100.00 64,050.00Kawat beton 0.1500 kg 2,000.00 300.00Pekerja 0.0700 org 30,000.00 2,100.00Tukang besi 0.0700 org 45,000.00 3,150.00Kepala tukang besi 0.0070 org 57,000.00 399.00Mandor 0.0040 org 60,000.00 240.00Jumlah 70,239.00

10 Cor beton K-175Adukan K-175 1.0000 674,293.75 674,293.75Pekerja 2.5000 oh 30,000.00 75,000.00Tukang batu 0.2500 oh 45,000.00 11,250.00Kepala tukang batu 0.1000 oh 55,000.00 5,500.00Mandor 0.0100 oh 60,000.00 600.00Alat bantu 0.0450 lot 665,580.00 29,951.10Jumlah 796,594.85

11 Bekisting dangan papanKaso 5/7 borneo lokal 0.0170 2,050,000.00 34,850.00Papan 0.0240 1,402,500.00 33,660.00Paku 0.4000 kg 12,000.00 4,800.00Pekerja 0.1200 oh 30,000.00 3,600.00Tukang kayu 0.2700 oh 50,000.00 13,500.00Kepala tukang kayu 0.1500 oh 57,000.00 8,550.00Mandor 0.0500 oh 60,000.00 3,000.00Jumlah 101,960.00

12 Pasangan batu belah camp 1PC :8PPBatu belah pondasi 1.2000 95,000.00 114,000.00Semen PC 91.0000 zak 1,110.00 101,010.00Pasir pasang 0.5840 137,500.00 80,300.00Pekerja 1.5000 oh 30,000.00 45,000.00Tukang batu 0.5000 oh 45,000.00 22,500.00Kepala tukang batu 0.0750 oh 55,000.00 4,125.00Mandor 0.0750 oh 60,000.00 4,500.00Jumlah 371,435.00

13 Dinding keramik 30 x 30 cmKeramik KW1 1.0000 m2 27,500.00 27,500.00Semen PC 0.2600 kg 1,110.00 288.60Pasir pasang 0.0300 137,500.00 4,125.00Semen warna 1.0000 kg 4,400.00 4,400.00Pekerja 1.0000 oh 30,000.00 30,000.00Tukang batu 3.0000 oh 45,000.00 135,000.00Kepala tukang batu 0.2000 oh 55,000.00 11,000.00Mandor 0.0250 oh 60,000.00 1,500.00Jumlah 213,813.60

14 Lantai keramik30 x 30 cm

m3

m3

m3

m3

m3

m3


Keramik KW1 1.0000 m2 27,500.00 27,500.00Semen PC 10.0000 kg 1,110.00 11,100.00Pasir pasang 0.0450 137,500.00 6,187.50Semen warna 1.5000 kg 4,400.00 6,600.00Pekerja 0.7000 oh 30,000.00 21,000.00Tukang batu 0.3500 oh 45,000.00 15,750.00Kepala tukang batu 0.0350 oh 55,000.00 1,925.00Mandor 0.0350 oh 60,000.00 2,100.00Jumlah 92,162.50

15 Pasangan dinding bata merah 1PC ; 2PP,tebal 1/2 bataBata merah 70.0000 bh 420.00 29,400.00Semen PC 18.9500 kg 1,110.00 21,034.50Pasir pasang 0.0380 137,500.00 5,225.00Pekerja 0.3000 oh 30,000.00 9,000.00Tukang batu 0.1000 oh 45,000.00 4,500.00Kepala tukang batu 0.0100 oh 55,000.00 550.00Mandor 0.0150 oh 60,000.00 900.00Jumlah 70,609.50

16 Plesteran 1PC : 2PP tebal 1,5 cmSemen PC 0.1680 zak 1,110.00 186.48Pasir pasang 0.0180 137,500.00 2,475.00Pekerja 0.2000 oh 30,000.00 6,000.00Tukang batu 0.1500 oh 45,000.00 6,750.00Kepala tukang batu 0.0150 oh 55,000.00 825.00Mandor 0.0100 oh 60,000.00 600.00Jumlah 16,836.48

17 Plesteran 1PC : 4PP tebal 1,5 cmSemen PC 0.1830 zak 1,110.00 203.13Pasir pasang 0.0200 137,500.00 2,750.00Pekerja 0.2000 oh 30,000.00 6,000.00Tukang batu 0.1500 oh 45,000.00 6,750.00Kepala tukang batu 0.0150 oh 55,000.00 825.00Mandor 0.0100 oh 60,000.00 600.00Jumlah 17,128.13

18 Acian PCSemen PC 3.2500 kg 1,110.00 3,607.50Pekerja 0.1500 oh 30,000.00 4,500.00Tukang batu 0.1000 oh 45,000.00 4,500.00Kepala tukang batu 0.0100 oh 55,000.00 550.00Mandor 0.0080 oh 60,000.00 480.00Jumlah 13,637.50

19 1 unit septictank 1.5m x 1.0m x 1.5mGalian tanah 2.2500 24,000.00 54,000.00Pasir urug 0.1071 53,900.00 5,772.69Lantai kerja 1.1250 0.00 0.00Pas bata 7.5000 70,609.50 529,571.25Plat beton 0.1500 744,532.75 111,679.91Pipa PVC 4" 9.0000 m 19,166.67 172,500.00Pipa GIP 1 1/3" 0.6000 m 308,000.00 184,800.00Galian tanah utk rembesan 1.6875 24,000.00 40,500.00Pas injuk 2.7000 kg 10,000.00 27,000.00Urugan kerikil 3.5cm 0.5250 34,500.00 18,112.50

m3

m3

m3

m3

m3

m3

m3

m2

m3

m3

m3


Pipa PVC 4" 9.0000 m 19,166.67 172,500.00Urugan kembali perataan tanah 0.5625 7,998.00 4,498.88Tambahan upah 0.0650 ls 2,887,238.59 187,670.51Jumlah 1,508,605.74

m3


20 Pengecatan plafond dan dinding interior ICICat tembok ICI 0.2500 lt 46,000.00 11,500.00Cat dasar 0.1250 lt 15,850.00 1,981.25Rol cat 0.0100 bh 20,000.00 200.00Ampelas 0.5000 lbr 2,000.00 1,000.00Pekerja 0.2000 oh 30,000.00 6,000.00Tukang cat 0.3000 oh 45,000.00 13,500.00Kepala tukang cat 0.0300 oh 55,000.00 1,650.00Mandor 0.0100 oh 60,000.00 600.00Steger werk 0.0250 lot 0.00 0.00Jumlah 36,431.25

21 Pengecatan dinding kingkongCat tembok kingkong 0.1750 kg 8,000.00 1,400.00Plamir tembok 0.1600 kg 11,000.00 1,760.00Rol cat 0.0100 bh 20,000.00 200.00Ampelas 0.5000 lbr 2,000.00 1,000.00Pekerja 0.1600 oh 30,000.00 4,800.00Tukang cat 0.2800 oh 45,000.00 12,600.00Kepala tukang cat 0.0300 oh 55,000.00 1,650.00Mandor 0.0100 oh 60,000.00 600.00steger werk 0.0450 lot 0.00 0.00Jumlah 24,010.00

22 Pengecatan plafond sanlexCat tembok sanlex 0.2000 kg 8,000.00 1,600.00Plamir tembok 0.1600 kg 11,000.00 1,760.00Rol cat 0.0100 bh 20,000.00 200.00Ampelas 0.5000 lbr 2,000.00 1,000.00Pekerja 0.2000 oh 30,000.00 6,000.00Tukang cat 0.2800 oh 45,000.00 12,600.00Kepala tukang cat 0.0300 oh 55,000.00 1,650.00Mandor 0.0100 oh 60,000.00 600.00steger werk 0.0450 lot 0.00 0.00Jumlah 25,410.00

23 Pengecatan kayu berikut menimeni kayu 0.1670 kg 20,000.00 3,340.00Plamir kayu 0.0830 kg 18,000.00 1,494.00Cat kayu LIPPO 0.2000 kg 32,000.00 6,400.00Ampelas kayu 0.4000 lbr 3,000.00 1,200.00Minyak cat terpentin 0.1500 ltr 5,500.00 825.00Kwas 3 " 0.0500 bh 6,500.00 325.00Pekerja 0.2000 oh 30,000.00 6,000.00Tukang cat 0.3000 oh 45,000.00 13,500.00Kepala Tukang cat 0.0300 oh 55,000.00 1,650.00Mandor 0.0100 oh 60,000.00 600.00Jumlah 35,334.00

24 Plituran bangunanDempul plitur 0.0300 kg 19,800.00 594.00Wood filer 0.2000 kg 22,500.00 4,500.00Oker putih 0.0200 kg 19,250.00 385.00Oker warna 0.0100 kg 19,250.00 192.50Batu apung 0.1000 kg 15,000.00 1,500.00Sirlak 0.2000 kg 70,000.00 14,000.00Kwas 3 " 0.0100 bh 6,500.00 65.00


Spirtus 0.2000 ltr 10,000.00 2,000.00Ampelas kayu 0.1000 lbr 3,000.00 300.00Pekerja 0.2500 oh 30,000.00 7,500.00Tukang cat 0.2850 oh 45,000.00 12,825.00Kepala tukang cat 0.0400 oh 45,000.00 1,800.00Mandor 0.0200 oh 60,000.00 1,200.00Jumlah 46,861.50

25 Pas rangka plafond (60 x 60 cm) kayu borneo superKaso-kaso 5/7 borneo super 0.0163 2,050,000.00 33,415.00Paku 7 - 10 cm 0.2500 kg 12,000.00 3,000.00Pekerja 0.2000 oh 30,000.00 6,000.00Tukang kayu 0.3000 oh 50,000.00 15,000.00Kepala tukang kayu 0.0300 oh 57,000.00 1,710.00Mandor 0.0100 oh 60,000.00 600.00Jumlah 59,725.00

26 Pas bahan plafond GrcGrc 0.3750 lbr 45,000.00 16,875.00Paku tripleks 0.0300 kg 20,900.00 627.00Pekerja 0.1000 oh 30,000.00 3,000.00Tukang kayu 0.1000 oh 50,000.00 5,000.00Kepala tukang kayu 0.0100 oh 57,000.00 570.00Mandor 0.0050 oh 60,000.00 300.00Jumlah 26,372.00

27 Pas bahan plafond asbes semen 5 mmAsbes semen 5 mm 1.1000 lbr 53,900.00 59,290.00Paku tripleks 0.0100 kg 20,900.00 209.00Pekerja 0.0300 oh 30,000.00 900.00Tukang kayu 0.0700 oh 50,000.00 3,500.00Kepala tukang kayu 0.0070 oh 57,000.00 399.00Mandor 0.0040 oh 60,000.00 240.00Jumlah 64,538.00

28 Pekerjaan Lisplank kayu kamper banjar 3/30Kayu papan 3 x 30 cm 0.0110 4,180,000.00 45,980.00Paku 5/7 cm 0.0500 kg 12,000.00 600.00Pekerja 0.1000 oh 30,000.00 3,000.00Tukang kayu 0.2000 oh 50,000.00 10,000.00Kepala tukang kayu 0.0200 oh 57,000.00 1,140.00Mandor 0.0050 oh 60,000.00 300.00Jumlah 61,020.00

29 Kusen kayu borneo lokalKayu borneo lokal 1.2000 2,050,000.00 2,460,000.00Paku 10 cm 1.2500 kg 12,000.00 15,000.00Lem putih 1.0000 kg 33,000.00 33,000.00Pekerja 6.0000 oh 30,000.00 180,000.00Tukang kayu 18.0000 oh 50,000.00 900,000.00Kepala tukang kayu 1.8000 oh 57,000.00 102,600.00Mandor 0.3000 oh 60,000.00 18,000.00Jumlah 3,708,600.00

30 Daun pintu double teakwood rangka kayu banjarRangka papan kayu banjar 0.0250 6,930,000.00 173,250.00Teakwood 4 mm 1.0000 lbr 71,500.00 71,500.00

m3

m3

m3

m3


Lem putih 0.3000 kg 33,000.00 9,900.00Paku triplek 0.0300 kg 20,900.00 627.00Pekerja 0.8000 oh 30,000.00 24,000.00Tukang kayu 2.4000 oh 50,000.00 120,000.00Kepala tukang kayu 0.2400 oh 57,000.00 13,680.00Mandor 0.0400 oh 60,000.00 2,400.00Jumlah 415,357.00

31 Daun jendela kaca kayu borneo lokalRangka kayu borneo lokal 0.0240 2,050,000.00 49,200.00Lem putih 0.3000 kg 33,000.00 9,900.00Pekerja 0.8000 oh 30,000.00 24,000.00Tukang kayu 2.4000 oh 50,000.00 120,000.00Kepala tukang kayu 0.2400 oh 57,000.00 13,680.00Mandor 0.0400 oh 60,000.00 2,400.00Jumlah 219,180.00

32 Kuda-kuda kayu kamper banjarKayu balok kamper banjar 1.1000 6,930,000.00 7,623,000.00besi strip tebal 5 cm 15.0000 kg 10,000.00 150,000.00Paku 8/12 cm 5.6000 kg 12,000.00 67,200.00Pekerja 4.0000 oh 30,000.00 120,000.00Tukang kayu 12.0000 oh 50,000.00 600,000.00Kepala tukang kayu 1.2000 oh 57,000.00 68,400.00Mandor 0.2000 oh 60,000.00 12,000.00Jumlah 8,640,600.00

33 Kontruksi gording kamper banjarKayu balok kamper banjar 1.1000 6,930,000.00 7,623,000.00besi strip tebal 5 cm 15.0000 kg 10,000.00 150,000.00Paku 8/12 cm 3.0000 kg 12,000.00 36,000.00Pekerja 2.4000 oh 30,000.00 72,000.00Tukang kayu 7.2000 oh 50,000.00 360,000.00Kepala tukang kayu 0.7200 oh 57,000.00 41,040.00Mandor 0.2000 oh 60,000.00 12,000.00Jumlah 8,294,040.00

34 Rangka atap genteng plentong borneo superKayu kaso 5/7 borneo super 0.0140 2,050,000.00 28,700.00Reng kayu 2/3 borneo super 0.0036 3,400,000.00 12,240.00Paku 5/7 cm 0.2500 kg 12,000.00 3,000.00Pekerja 0.1000 oh 30,000.00 3,000.00Tukang kayu 0.1000 oh 50,000.00 5,000.00Kepala tukang kayu 0.0100 oh 57,000.00 570.00Mandor 0.0050 oh 60,000.00 300.00Jumlah 52,810.00

35 Penutup Atap sirapKayu kaso 5/7 borneo super 0.0110 2,050,000.00 22,550.00Reng kayu 2/3 borneo super 4.0000 m 3,800.00 15,200.00Atap sirap 4 lapis 80.0000 bh 1,155.00 92,400.00Paku 5/7 cm 0.2500 kg 12,000.00 3,000.00Pekerja 0.1500 oh 30,000.00 4,500.00Tukang kayu 0.1500 oh 50,000.00 7,500.00Kepala tukang kayu 0.0100 oh 57,000.00 570.00Mandor 0.0050 oh 60,000.00 300.00Jumlah 146,020.00

m3

m3

m3

m3

m3

m3


36 Pek bubungan atap Genteng ex jatiwangiGenteng bubungan genteng ex jatiwangi 4.0000 bh 2,000.00 8,000.00PC 0.1300 zak 55,500.00 7,215.00Pasir pasang 0.2100 lbr 137,500.00 28,875.00Pekerja 0.1500 oh 30,000.00 4,500.00Tukang batu 0.2000 oh 45,000.00 9,000.00Kepala tukang batu 0.0100 oh 55,000.00 550.00Mandor 0.0050 oh 60,000.00 300.00Peralatan 0.0650 lot 0.00 0.00Jumlah 58,440.00

37Kayu Borneo, Balok 5/7 0.0140 2,050,000.00 28,700.00Reng kayu 2/3 borneo super 0.0072 m 3,800.00 27.36Paku biasa 2" - 5" 0.2500 kg 12,000.00 3,000.00Tenaga kerja 0.1000 oh 30,000.00 3,000.00Kepala tukang 0.0100 oh 50,000.00 500.00Mandor 0.0050 oh 60,000.00 300.00Jumlah 35,527.36

38Genteng Murando Natural 20.0000 bh 2,000.00 40,000.00Tukang 0.1000 oh 50,000.00 5,000.00Kepala Tukang 0.0250 oh 57,000.00 1,425.00Pekerja 0.0500 oh 30,000.00 1,500.00Mandor 0.0050 oh 60,000.00 300.00Jumlah 48,225.00

39 Pek Paving BlockPavingBlock Natural 6 cm 1.0100 m3 33,000 33,330.00Pasir Pasang 0.1000 m3 137,500 13,750.00Pekerja 0.2500 oh 30,000 7,500.00Tukang Batu 0.5000 oh 45,000 22,500.00Kepala Tukang Batu 0.0250 oh 55,000 1,375.00Mandor 0.0030 oh 60,000 180.00

78,635.00

Pek Rangka Penutup Atap (m2)m3

Pek Penutup Atap Genteng Murando Natural(m2)

UPAH PEKERJA JURNAL 2011

No. Uraian Upah

1 Kepala tukang batu 55,000 2 Kepala tukang besi 57,000 3 Kepala tukang cat 55,000 4 Kepala tukang kayu 57,000 5 Mandor 60,000 6 Pekerja 30,000 7 Tukang batu 45,000 8 Tukang besi 45,000 9 Tukang cat 45,000

10 Tukang kayu 50,000

HARGA MATERIAL JURNAL 2011

No. Uraian Sat Harga Sat

1 Air liter 1.052 Ampelas lbr 2,000 3 Ampelas kayu lbr 3,000 4 Asbes semen 5 mm lbr 53,900 5 Atap sirap 4 lapis bh 1,155 6 Bata merah bh 420 7 Batako bh 2,500 8 Batu belah pondasi 95,000 9 Besi beton kg 6,100

10 besi strip tebal 5 cm kg 10,000 11 Car tembok kingkong kg 8,000 12 Cat dasar lt 15,850 13 Cat kayu LiPPO kg 32,000 14 Cat tembok ICI lt 46,000 15 Dempul kayu cap kucing kg 19,800 16 Genteng bubungan beton bh 7,150 17 Genteng Murando Natural bh 2,000 18 Paving Block m3 35,000 19 Grass Block bh 12,375 20 Kaca Polos 5mm m2 66,000 21 Kaca Polos 3mm m2 39,600 22 Kaca Rayban 5mm m2 82,500 23 Kawat beton kg 15,000 24 Kayu balok kamper banjar 6,930,000 25 Kayu borneo lokal 2,050,000 26 Kayu kamper banjar 6,930,000 27 Kayu Kamper Samarinda 9,900,000 28 Kayu papan 3 x 30 cm 4,180,000 29 Kayu Papan Terentang 1,402,500 30 Keramik KW1 m2 27,500 31 Kwas 3 " bh 6,500 32 Lantai kerja - 33 Lem putih kg 33,000 34 meni kayu kg 20,000 35 Minyak cat terpentin ltr 5,500 36 Oker putih kg 19,250 37 Oker warna kg 19,250 38 Paku kg 12,000 39 Paku triplek kg 20,900 40 Papan 800,000 41 Pasir beton 160,000 42 Pasir pasang 137,500 43 Pasir urug 53,900 44 Pipa GIP 1 1/2" m 308,000 45 Pipa PVC 4" m 19,167

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

No. Uraian Sat Harga Sat

46 Plamir kayu kg 18,000 47 Plamir tembok kg 11,000 48 Rangka papan kayu banjar 7,700,000 49 Reng kayu 2/3 borneo super 3,400,000 50 Reng kayu 2/3 borneo super m 3,800 51 Rol cat bh 20,000 52 Semen PC abu zak 55,500 53 Semen PC abu kg 1,110 54 Semen PC putih zak 70,950 55 Semen warna kg 4,400 56 Seng gelombang BJLS 20 lbr 40,000 57 Seng glb BJLS 30 lbr 45,000 58 Sirlak kg 70,000 59 Spirtus ltr 10,000 60 Split 2/3 160,000 61 Split pecah kg 220 62 Teakwood 4 mm lbr 71,500 63 Tripleks 3 mm lbr 41,800 64 Tripleks 4 mm lbr 52,800 65 Wood filer kg 22,500 66 Pintu Panel bh 750,000 67 Pintu Panel Lapis Melamin bh 830,300 68 Talang air metal m' 85,000 65 GRC (GRC 1 lbr= 1.2 x 2.4 m) lbr 45,000

m3

m3

m3

I. Pekerjaan TanahA. Pekerjaan Pembersihan Lahan

= P x L= 10.00 x 9.50

= 95.00

B. Pekerjaan Galian Tanah untuk Pondasi

a Pondasi = xbangunan = 0.77 x 17.53

tingkat = 13.50

b Pondasi = xbangunan = 0.56 x 40.67

nontingkat = 22.78

C Pekerjaan Galian Tanah Jaringan Pipa

= x= 0.03 x 85.71

= 2.57

D Pekerjaan Galian Septic tank

= x x Jumlah Septic tank= 0.51 x 3 x 1

= 1.53

E Pekerjaan Timbunan Tanah Kembali


tingkat = 7.36


nontingkat = 12.20

II. Pekerjaan Pasangan BatukaliA. Pekerjaan Pondasi


= 6.14


= 8.13

m2

Agalian Pgalian

m3

Agalian Pgalian

m3

Agalian Pgalian

m3

Agalian Tgalian

m3

Atimbunan Ptimbunan

m3

Atimbunan Ptimbunan

m3

Abatukali Ppondasi

m3

Abatukali Ppondasi

m3

III. Pekerjaan BetonA. Pekerjaan Sloof Pondasi

a sloof tingkat = x= 0.06 x 17.53

= 1.05

b sloof nontingkat = x= 0.03 x 40.67

= 1.22

B. Pekerjaan Balok

a Balok = xLatai dasar = 0.04 x 19.45

tingkat = 0.73

b Balok = xLatai dasar = 0.02 x 37.52

nontingkat = 0.84

c Balok = xLantai atas = 0.02 x 18.87

= 0.42

C. Pekerjaan Kolom

a Kolom = x x titikUtama = 0.04 x 2.55 x 8

= 0.82

b Kolom = x x titikPraktis = 0.02 x 2.55 x 34

= 1.95

D. Pekerjaan Lantai Atas

= x= 10.45 x 0.12

= 1.25

IV. Pekerjaan PembesianA. Pembesian Sloff

a Tul Utama = x /tingkat = 11.80 x 17.53 / 2.88

= 71.949217

Asloff Lpondasi

m3

Asloff Lpondasi

m3

Ablk Lbalok

m3

Ablk Lbalok

m3

Ablk Lring balok

m3

Aklm hklm

m3

Aklm hklm

m3

Alantai tlantai

m3

Ltulutama Ltotal Lsegmen

m1

berat = 0.617 kg/m x 71.95dia 12 dia 10 = 44.39 kg

b Tul Sengkang = x /tingkat = 15.20 x 17.53 / 2.88

= 92.680348


c Tul Utama = x /nontingkat = 11.80 x 40.67 / 2.88

= 166.92383


d Tul Sengkang = x /nontingkat = 9.20 x 40.67 / 2.88

= 130.144


B. Pembesian Balok

a Balok = x /Lantai dasar = 17.70 x 19.45 / 2.88

Tul Utama = 119.74435tingkat


b Balok = x /Lantai dasar = 11.20 x 19.45 / 2.88

Senkang = 75.770435tingkat


c Balok = x /Lantai dasar = 11.80 x 37.52 / 2.88

Tul Utama = 153.99513nontingkat

berat = 0.395 kg/m x 154.00

m1

Lsengkang Ltotal Lsegmen

m1

m1


m1

m1


m1

m1


m1

m1


m1

m1


m1

m1

dia 10 = 60.83 kg

d Balok = x /Lantai dasar = 7.20 x 37.52 / 2.88

Senkang = 93.96313nontingkat


c Balok = x /Latai atas = 11.80 x 18.87 / 2.88

Tul Utama = 77.449043

berat = 0.395 kg/m x 77.45dia 10 = 30.59 kg

d Balok = x /Latai atas = 7.56 x 18.87 / 2.88

Senkang = 49.619896


C. Pembesian Kolom

a Kolom = xUtama = 25.60 x 8.00

Tul Utama = 204.80


b Kolom = xUtama = 15.20 x 8.00

Senkang = 121.60


c Kolom = xPraktis = 11.60 x 34.00

Tul Utama = 394.40



m1

m1


m1

m1


m1

m1

Ltulutama Jumkolom

m1

m1

Lsengkang Jumkolom

m1

m1

Ltulutama Jumkolom

m1

m1

d Kolom = xPraktis = 5.40 x 34.00

Senkang = 183.60


D. Pembesian Plat Lantai

a Lantai = xUtama = 156.89 x 2.00

= 313.78

berat = 0.395 kg/m x 313.78dia 10 = 123.94 kg

V. Pekerjaan BekistingA. Bekisting Sloff Pondasi

a sloof pondasi = xtingkat = 0.6 x 17.53

= 10.52

b sloof pondasi = xnontingkat = 0.4 x 40.67

= 16.27

B. Bekisting Balok

a balok = xLatai dasar = 0.65 x 19.45

= 12.64

b balok = xLantai atas = 0.45 x 56.39

= 25.38

C. Bekisting Kolom

a kolom = x xUtama = 1 x 2.55 x 8

= 20.40

b kolom = x xPraktis = 0.6 x 2.55 x 34

= 52.02

D. Bekisting Plat Lantai

Lsengkang Jumkolom

m1

m1

Ltulutama Jumlapis

m1

m1

Lbekisting Lsloff

m2

Lbekisting Lsloff

m2

Lbekisting Lbalok

m2

Lbekisting Lring balok

m2

Lbekisting Tklm Jumklm

m2

Lbekisting Tklm Jumklm

m2

= x += 16 x 0.12 + 10.45

= 12.37

VI. Pekerjaan Kusen Pintu & JendelaA. Kusen Jendela & Pintu

Kusen = += 42.90 + 13.80

= 56.70

Volume Kayu = Panjang Total x dimensi kayu= 56.70 x 0.0105= 0.60 m3

B. Daun Pintu & Jendela

a Daun pintu = x= 1.76 x 9

= 15.84

b Daun jendela = x= 0.72 x 6

= 4.32

C. Kaca Jendela & Pintu(tebal 5mm)

Kaca = += 8.64 + 2.72

= 11.36

D. Glass BlockGlass Block = 64.00 bh

VII. Pekerjaan Rangka Atap & Asesorisnya

== 58.88

= 58.88

VIII. Pekerjaan Pasangan BatubataA. Dinding Bangunan

a dinding = - -bawah = 84.75 - 13.38 - 15.84

= 55.53

b dinding = - -atas = 26.055 - 0.29 - 2.025

= 23.74

Lplat tplat A dsr plat

m2

Ljendela L kusen 10pintu

m1

Apintu Jumpintu

m2

Adaunjendela Jumjendela

m2

Akacajendela Akacapintu

m2

Luasatap

m2

Adinding Ajendela Apintu

m2

Adinding Ajendela Apintu

m2

c dinding = x + xkloset jongkok = 1.40 x 0.75 + 9.1 x 0.15

& bak tanam = 2.42

d dinding = x + x& plat = 1.06 x 0.75 + 1.2 x 0.1

kitchensink = 0.92

B. Pekerjaan Pelesteran termasuk Acian

dinding = xbawah = 55.53 x 2.00

= 111.06

dinding = xatas = 23.74 x 2.00

= 47.48

IX. Pekerjaan PengecatanA. Pengecatan Dinding Bangunan

dinding = xbawah = 55.53 x 2.00

= 111.06

dinding = xatas = 23.74 x 2.00

= 47.48

B. Pengecatan Kusen dan Jendela

Kusen = x= 56.70 x 0.17

= 9.64

C. Pengecatan Daun Pintu

Daun pintu = x= 15.84 x 2.00

= 31.68

X. Pekerjaan Lantai & Dinding KeramikA. Pekerjaan Lantai Keramik

a Lantai Bawah = 53.45

b Lantai Atas = 6.06

Ldindingbak tdindingbak Lalas kloset talaskloset

m2

Ldinding tdinding Lalasbak talasbak

m2

Adinding Jumsisi

m2

Adinding Jumsisi

m2

Adinding Jumsisi

m2

Adinding Jumsisi

m2

Pkusen Lkusen

m2

Apintu sisipintu

m2

m2

m2

B. Pekerjaan Dinding Keramik

a Luas Dinding = 11.71kamar mandi

b Luas Dinding = 3.03dapur

c Luas Meja = 1.43kitchensink

XI. Pekerjaan Benteng KelilingA. Pekerjaan Galian

a Pondasi = x= 0.7886 x 21.47

= 16.93

B. Pekerjaan Timbunan Tanah Kembali

a Pondasi = x= 0.1944 x 21.47

= 4.17

C. Pekerjaan Pas Batukali

a Pondasi = x= 0.20 x 21.47

= 4.29

D. Pekerjaan Beton Sloof Pondasi

= x= 0.03 x 21.47

= 0.64

E. Pekerjaan Pembesian

a Tul Utama = x /= 11.64 x 21.47 / 2.88

= 86.925496

berat = 0.30 kg/m x 86.93dia 8 = 26.25 kg

b Tul Sengkang = x /= 10.50 x 21.47 / 2.88

= 78.412174

m2

m2

m2

Agalian Pgalian

m3

Atimbunan Ptimbunan

m3

Abatukali Ppondasi

m3

Asloff Lpondasi

m3


m1

m1


m1

G392

Bangun Nusantara: Dinding setinggi 0.5 m mulai dari atas kitchensink

berat = 0.395 kg/m x 78.41dia 6 = 30.97 kg

F. Pek Bekisting

= x= 0.4 x 21.47

= 8.59

G. Pek Dinding

a dinding = xbenteng = 1.70 x 14.93

= 25.38

b dinding = xbwh pagar = 0.30 x 6.40

= 1.92

XII. Pekerjaan Pagar

Pagar Mati = 6.00

Gerbang = 3.00

XIII. Pekerjaan Lantai Carport

Luas Paving = 15.00

m1

Lbekisting Lsloff

m2

hdinding Ldinding

m2

hdinding Ldinding

m2

m1

m1

m2

Documents

Rab Pasir Leutik II - Non Tingkat v2.03 (135 All in)