Analisa pasar

ANALISA HARGA SATUAN PEKERJAAN

KODE ANALISA

SNIINDEX U R A I A N

HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

SNI 001 1 BH, Pembuatan papan nama proyek 1 x 1.2 m

0.039 m3 Kayu arbise persegian 2,350,000.00 91,650.00

0.300 lbr Triplek 4 mm (124X244X0.3) 61,900.00 18,570.00

1.000 lbr Seting hurup percetakan uk. 1 x 1.2 100,000.00 100,000.00

0.200 kg Paku Reng / Usuk 17,000.00 3,400.00

0.440 kg Cat Kayu (sekualitas Bee Brand) 55,150.00 24,266.00

0.104 blick Tinner A 10,350.00 1,078.47

238,964.47

1.200 Oh Pekerja 50,000.00 60,000.00

0.134 Oh Tukang Kayu 70,000.00 9,380.00

0.134 Oh Tukang Cat 70,000.00 9,380.00

78,760.00

317,724.47

SNI 002 1 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN

0.1 Pembantu tukang 50,000.00 5,000.00

0.044 Mandor 80,000.00 3,520.00

8,520.00

SNI 003 1 M2 PENGUKURAN DAN PEMASANGAN BOUWPLANK / PROPIL

0.012 m3 Kayu kaso (kayu hutan) 2,350,000.00 28,200.00

0.007 m3 Kayu papan (kayu hutan) 3/20 2,350,000.00 16,450.00

0.02 kg Paku biasa 2" - 5" 14,000.00 280.00 44,930.00

0.1 Oh Pembantu tukang 50,000.00 5,000.00

0.1 Oh Tukang kayu 70,000.00 7,000.00

0.01 Oh Kepala tukang 75,000.00 750.00

0.005 Oh Mandor 80,000.00 400.00 13,150.00

58,080.00

SNI 004 1 M2 PEMBUATAN LOS KERJA / DIREKSIKEET

1.25 bt Kayu dolken 8 - 10/4 m' 67,500.00 84,375.00

0.12 m3 Kayu hutan 2,350,000.00 282,000.00

4.32 kg Semen portland 1,200.00 5,184.00

0.022 m3 Pasir Pasang 145,000.00 3,190.00

0.25 lbr Seng Gelombang 3"-6" BJLS 30 47,250.00 11,812.50

0.08 m2 Raam kawat 26,100.00 2,088.00

0.15 bh Kunci gembok 22,500.00 3,375.00

0.15 set engsel pintu 21,400.00 3,210.00

0.2 kg Paku biasa 2" - 5" 14,000.00 2,800.00

0.06 lbr Triplek 3 mm 50,650.00 3,039.00 401,073.50

0.5 Pembantu tukang 50,000.00 25,000.00

0.6 Tukang kayu 70,000.00 42,000.00

0.06 Kepala tukang 75,000.00 4,500.00

0.03 Mandor 80,000.00 2,400.00 73,900.00

474,973.50

SNI 005 1 M3 GALIAN TANAH BIASA

0.4 Pembantu tukang 50,000.00 20,000.00

0.04 Mandor 80,000.00 3,200.00

23,200.00

SNI 006 1 M3 URUGAN KEMBALI BEKAS GALIAN

0.192 Pembantu tukang 50,000.00 9,600.00

0.019 Mandor 80,000.00 1,520.00

11,120.00

KODE ANALISA


HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

SNI 007 1 M3 PEMADATAN TANAH

0.5 Pembantu tukang 50,000.00 25,000.00

0.05 Mandor 80,000.00 4,000.00

29,000.00

SNI 008 1 M3 URUGAN PASIR

1.2 m3 Pasir urug 115,000.00 138,000.00

0.3 Pembantu tukang 50,000.00 15,000.00

0.01 Mandor 80,000.00 800.00

153,800.00

SNI 009 1 M3 URUGAN TANAH

1.2 m3 Tanah atras 120,000.00 144,000.00

0.3 Pembantu tukang 50,000.00 15,000.00

0.01 Mandor 80,000.00 800.00

159,800.00

SNI 010 1 M3 URUGAN SIRTU

1.2 m3 sirtu 157,500.00 189,000.00


0.025 Oh Mandor 80,000.00 2,000.00

203,500.00

SNI 011 1 M3 GALIAN TANAH BIASA SEDALAM 2 M


0.052 Oh Mandor 80,000.00 4,160.00

30,460.00

SNI 012 1 M3 GALIAN TANAH KERAS SEDALAM 1 M


0.062 Oh Mandor 80,000.00 4,960.00

36,210.00

SNI 013 1 M2 PEMBUANGAN TANAH SAEJAUH 150 M


0.050 Oh Mandor 80,000.00 4,000.00

29,800.00

SNI 014 1 M3 PASANGAN PONDASI BATU BELAH AD. 1:4

1.1 m3 Batu belah 15/20 cm 162,500.00 178,750.00

163 kg Semen portland 1,200.00 195,600.00

0.52 m3 Pasir Pasang 145,000.00 75,400.00

449,750.00

1.5 Pembantu tukang 50,000.00 75,000.00

0.6 Tukang batu 70,000.00 42,000.00

0.06 Kepala tukang 75,000.00 4,500.00

0.075 Mandor 80,000.00 6,000.00

127,500.00

577,250.00

SNI 015 1 M3 PASANGAN PONDASI BATU BELAH AD. 1:5

1.1 m3 Batu belah 15/20 cm 162,500.00 178,750.00


0.52 m3 Pasir Pasang 145,000.00 75,400.00

417,350.00

1.5 Pembantu tukang 50,000.00 75,000.00

0.6 Tukang batu 70,000.00 42,000.00

0.06 Kepala tukang 75,000.00 4,500.00

0.075 Mandor 80,000.00 6,000.00

127,500.00

544,850.00

KODE ANALISA


HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

SNI 016 1 M3 PASANGAN BATU KOSONG

1.2 m3 Batu belah 10/15 cm 162,500.00 195,000.00

0.3 m3 Pasir urug 115,000.00 34,500.00

229,500.00

0.78 Pembantu tukang 50,000.00 39,000.00

0.39 Tukang batu 70,000.00 27,300.00

0.039 Kepala tukang 75,000.00 2,925.00

0.039 Mandor 80,000.00 3,120.00

72,345.00

301,845.00

SNI 017 1 M3 MEMBUAT LANTAI KERJA BETON TUMBUK AD. 1:3:5


0.026 m3 Pasir beton 175,000.00 4,550.00

0.044 m3 Kerikil 73,150.00 3,218.60

19,768.60

1.15 Pembantu tukang 50,000.00 57,500.00

0.02 Tukang batu 70,000.00 1,400.00

0.002 Kepala tukang 75,000.00 150.00

0.006 Mandor 80,000.00 480.00

59,530.00

79,298.60

SNI 019 1 M3 MEMBUAT BETON TUMBUK AD. 1:3:5 TEBAL 5 CM


0.52 m3 Pasir beton 175,000.00 91,000.00

0.87 m3 Kerikil 73,150.00 63,640.50

416,240.50

1.65 Pembantu tukang 50,000.00 82,500.00

0.25 Tukang batu 70,000.00 17,500.00

0.025 Kepala tukang 75,000.00 1,875.00

0.08 Mandor 80,000.00 6,400.00

108,275.00

524,515.50

Untuk 1 m2 T 5 Cm 26,225.78

SNI 020 1 M3 MEMBUAT BETON TUMBUK AD. 1:3:6 TEBAL 5 CM


0.47 m3 Pasir beton 175,000.00 82,250.00

0.94 m3 Kerikil 73,150.00 68,761.00

387,411.00

1.65 Pembantu tukang 50,000.00 82,500.00

0.25 Tukang batu 70,000.00 17,500.00

0.025 Kepala tukang 75,000.00 1,875.00

0.08 Mandor 80,000.00 6,400.00

108,275.00

495,686.00

Untuk 1 m2 T 5 Cm 24,784.30

SNI 021 1 M3 BETON AD. 1:2:3


0.52 m3 Pasir beton 175,000.00 91,000.00

0.78 m3 Spleet 2/3 cm 210,000.00 163,800.00

533,200.00

1.65 Pembantu tukang 50,000.00 82,500.00

0.25 Tukang batu 70,000.00 17,500.00

0.025 Kepala tukang 75,000.00 1,875.00

0.08 Mandor 80,000.00 6,400.00

108,275.00

641,475.00

SNI 022 1 KG PEMBESIAN DENGAN BESI POLOS ATAU BESI ULIR

1.05 kg Besi beton 10,500.00 11,025.00

0.015 kg Kawat beton 22,250.00 333.75

11,358.75

0.007 Pembantu tukang 50,000.00 350.00

0.007 Tukang besi 70,000.00 490.00

0.0007 Kepala tukang 75,000.00 52.50

0.0003 Mandor 80,000.00 24.00

916.50

12,275.25

SNI 023 1 M2 PASANG BEKISTING UNTUK PONDASI

0.04 m3 Kayu hutan/papan/kaso 2,350,000.00 94,000.00

0.3 kg Paku biasa 2" - 5" 14,000.00 4,200.00

0.1 lt Pelumas bekisting 11,250.00 1,125.00

99,325.00

0.3 Pembantu tukang 50,000.00 15,000.00

0.26 Tukang kayu 70,000.00 18,200.00

0.026 Kepala tukang 75,000.00 1,950.00

0.005 Mandor 80,000.00 400.00

35,550.00

134,875.00

SNI 024 1 M2 PASANG BEKISTING UNTUK SLOOP, KOLOM BIASA & RINGBALK


0.3 kg Paku biasa 2" - 5" 14,000.00 4,200.00


111,075.00

0.3 Pembantu tukang 50,000.00 15,000.00

0.26 Tukang kayu 70,000.00 18,200.00

0.026 Kepala tukang 75,000.00 1,950.00

0.005 Mandor 80,000.00 400.00

35,550.00

146,625.00

KODE ANALISA


HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

SNI 025 1 M2 PASANG BEKISTING UNTUK KOLOM STRUKTUR


0.015 m3 Balok kayu hutan 2,350,000.00 35,250.00

0.4 kg Paku biasa 2" - 5" 14,000.00 5,600.00


0.35 lb Triplex tebal 9 mm 135,000.00 47,250.00

2 btg Dolken kayu 8-10/4' 67,500.00 135,000.00

319,350.00

0.3 Pembantu tukang 50,000.00 15,000.00

0.33 Tukang kayu 70,000.00 23,100.00

0.033 Kepala tukang 75,000.00 2,475.00

0.006 Mandor 80,000.00 480.00

41,055.00

360,405.00

SNI 026 1 M2 PASANG BEKISTING UNTUK BALOK


0.018 m3 Balok kayu hutan 2,350,000.00 42,300.00

0.4 kg Paku biasa 2" - 5" 14,000.00 5,600.00



2 btg Dolken kayu 8-10/4' 67,500.00 135,000.00

326,400.00

0.32 Pembantu tukang 50,000.00 16,000.00

0.33 Tukang kayu 70,000.00 23,100.00

0.033 Kepala tukang 75,000.00 2,475.00

0.006 Mandor 80,000.00 480.00

42,055.00

368,455.00

SNI 027 1 M2 PASANG BEKISTING UNTUK LANTAI


0.015 kg Balok kayu hutan 2,350,000.00 35,250.00


0.4 kg Paku biasa 2" - 5" 14,000.00 5,600.00


6 btg Dolken kayu 8-10/4' 67,500.00 405,000.00

589,350.00

0.32 Pembantu tukang 50,000.00 16,000.00

0.33 Tukang kayu 70,000.00 23,100.00

0.033 Kepala tukang 75,000.00 2,475.00

0.006 Mandor 80,000.00 480.00

42,055.00

631,405.00

SNI 028 1 M2 MEMBUAT BETON DENGAN MUTU K 225

388 kg semen portland 1,200.00 465,600.00

0.65 m3 Pasir beton 175,000.00 113,750.00

0.65 m3 Kerikil 210,000.00 136,500.00

715,850.00

6 Pembantu tukang 50,000.00 300,000.00

1 Tukang batu 70,000.00 70,000.00

0.1 Kepala tukang 75,000.00 7,500.00

0.3 Mandor 80,000.00 24,000.00

401,500.00

1,117,350.00

SNI 029 1 KG PEKERJAAN BAJA

1.1 kg Besi profil WF 13,500.00 14,850.00

0.02 kg Meni besi 90,000.00 1,800.00

16,650.00

0.03 Pembantu tukang 50,000.00 1,500.00

0.003 Tukang batu 70,000.00 210.00

0.003 Kepala tukang 75,000.00 225.00

0.0003 Mandor 80,000.00 24.00

1,959.00

18,609.00

SNI 030 1 M3 Pondasi Beton Tulang (150 kg besi + bekisting)

0.2000 M3 Kayu papan terentang 2,350,000 470,000.00

1.5000 Kg Paku Biasa 2" - 5" 14,000 21,000.00

2.0000 Ltr Minyak Bekisting 11,250 22,500.00

120.0000 Kg Besi Beton 10,500 1,260,000.00

2.2500 Kg Kawat Beton 22,250 50,062.50

323.0000 Kg Semen Portland 1,200 387,600.00

0.5200 M3 Pasir Beton 175,000 91,000.00

0.7800 M3 Koral Beton 2/3 210,000.00 163,800.00

2,465,962.50

3.9000 Oh Pekerja 50,000.00 195,000.00

0.3500 Oh Tukang Batu 70,000.00 24,500.00

1.0400 Oh Tukang Kayu 70,000.00 72,800.00

1.0500 Oh Tukang Besi 70,000.00 73,500.00

0.2450 Oh Kepala Tukang 75,000.00 18,375.00

0.1650 Oh Mandor 80,000.00 13,200.00

397,375.00

Jumlah 2,863,337.50

SNI 031 1 M3 Sloof Beton Tulang 20/30 (140 kg besi + bekisting) dia.12, 8-15


2.0000 Kg Paku Biasa 2" - 5" 14,000 28,000.00


140.0000 Kg Kawat Beton 10,500 1,470,000.00

3.0000 Kg Kawat Beton 22,250 66,750.00

0.5200 Kg Semen Portland 1,200 624.00

0.7800 M3 Pasir Beton 175,000 136,500.00

3.9000 M3 Koral Beton 2/3 210,000 819,000.00

3,177,874.00

4.8500 Oh Pekerja 50,000.00 242,500.00

0.3500 Oh Tukang Batu 70,000.00 24,500.00

1.5600 Oh Tukang Kayu 70,000.00 109,200.00

1.4000 Oh Tukang Besi 70,000.00 98,000.00

0.3310 Oh Kepala Tukang 75,000.00 24,825.00

0.1700 Oh Mandor 80,000.00 13,600.00

512,625.00

Jumlah 3,690,499.00

KODE ANALISA


HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

SNI 032 1 M3 Sloof Beton Tulang 15/20 (140 kg besi + bekisting)


2.000 Kg Paku Biasa 2" - 5" 14,000 28,000.00


140.000 Kg Kawat Beton 10,500 1,470,000.00

3.000 Kg Kawat Beton 22,250 66,750.00


0.520 M3 Pasir Beton 175,000 91,000.00

0.780 M3 Koral Beton 2/3 210,000 163,800.00

2,848,400.00

4.8500 Oh Pekerja 50,000.00 242,500.00

0.3500 Oh Tukang Batu 70,000.00 24,500.00

1.5600 Oh Tukang Kayu 70,000.00 109,200.00

1.4000 Oh Tukang Besi 70,000.00 98,000.00

0.3310 Oh Kepala Tukang 75,000.00 24,825.00

0.1700 Oh Mandor 80,000.00 13,600.00

512,625.00

Jumlah 3,361,025.00

SNI 033 1 M3 Kolom Beton Tulang (120 kg besi + bekisting)


4.0000 Kg Paku Biasa 2" - 5" 14,000 56,000.00


120.0000 Kg Besi Beton 10,500 1,260,000.00

1.8000 Kg Kawat Beton 22,250 40,050.00


0.5200 M3 Pasir Beton 175,000 91,000.00

0.7800 M3 Koral Beton 2/3 210,000 163,800.00

M3 Kayu Balok Terentang 5,625,000 -

3.5000 Lbr Plywood Tebal 9 mm 135,000 472,500.00

Btg Dolken -8-10/4m 67,500 -

3,433,450.00

7.3000 Oh Pekerja 50,000.00 365,000.00

0.3500 Oh Tukang Batu 70,000.00 24,500.00

3.3000 Oh Tukang Kayu 70,000.00 231,000.00

2.1000 Oh Tukang Besi 70,000.00 147,000.00

0.5700 Oh Kepala Tukang 75,000.00 42,750.00

0.2500 Oh Mandor 80,000.00 20,000.00

830,250.00

Jumlah 4,263,700.00

SNI 034 1 M3 Kolom Beton Tulang Praktis 12/12 (110 kg besi + bekisting)


4.0000 Kg Paku Biasa 2" - 5" 14,000 56,000.00

Ltr Minyak Bekisting 11,250 -

110.0000 Kg Besi Beton 10,500 1,155,000.00

1.8000 Kg Kawat Beton 22,250 40,050.00


0.5200 M3 Pasir Beton 175,000 91,000.00

0.7800 M3 Koral Beton 2/3 210,000 163,800.00


Lbr Plywood Tebal 9 mm 135,000 -

Btg Dolken -8-10/4m 67,500 -

2,833,450.00

5.9600 Oh Pekerja 50,000 298,000.00

0.3500 Oh Tukang Batu 70,000.00 24,500.00

3.3000 Oh Tukang Kayu 70,000.00 231,000.00

2.1000 Oh Tukang Besi 70,000.00 147,000.00

0.5700 Oh Kepala Tukang 75,000.00 42,750.00

0.2500 Oh Mandor 80,000.00 20,000.00

763,250.00

Jumlah 3,596,700.00

SNI 035 1 M3 Balok Beton Tulang 15/20 sofi-sofi, ring balk + balok gantung (110 kg besi + bekisting) 4dia. 12, 8-15


3.2000 Kg Paku Biasa 2" - 5" 14,000 44,800.00


110.0000 Kg Kawat Beton 10,500 1,155,000.00

2.2500 Kg Kawat Beton 22,250 50,062.50


0.5200 M3 Pasir Beton 175,000 91,000.00

0.7800 M3 Koral Beton 2/3 210,000 163,800.00


2.8000 Lbr Plywood Tebal 9 mm 135,000 378,000.00

16.0000 Btg Dolken -8-10/4m 67,500 1,080,000.00

4,124,762.50

5.9600 Oh Pekerja 50,000.00 298,000.00

0.3500 Oh Tukang Batu 70,000.00 24,500.00

2.8000 Oh Tukang Kayu 70,000.00 196,000.00

1.4000 Oh Tukang Besi 70,000.00 98,000.00

0.4550 Oh Kepala Tukang 75,000.00 34,125.00

0.2080 Oh Mandor 80,000.00 16,640.00

667,265.00

Jumlah 4,792,027.50

KODE ANALISA


HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

SNI 036 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA AD. 1:4

70 bh Bata merah 5 x 11 x 22 cm 500.00 35,000.00

11.5 kg Semen Portland 1,200.00 13,800.00

0.043 m3 Pasir Pasang 145,000.00 6,235.00

55,035.00

0.32 Pembantu tukang 50,000.00 16,000.00

0.1 Tukang batu 70,000.00 7,000.00

0.01 Kepala tukang 75,000.00 750.00

0.015 Mandor 80,000.00 1,200.00

24,950.00

79,985.00

SNI 037 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA AD. 1:5

70 bh Bata merah 5 x 11 x 22 cm 500.00 35,000.00


0.045 m3 Pasir Pasang 145,000.00 6,525.00

53,141.00

0.32 Pembantu tukang 50,000.00 16,000.00

0.1 Tukang batu 70,000.00 7,000.00

0.01 Kepala tukang 75,000.00 750.00

0.015 Mandor 80,000.00 1,200.00

24,950.00

78,091.00

SNI 038 1 M2 PLESTERAN AD. 1:4 TEBAL 15 MM


0.02 m3 Pasir Pasang 145,000.00 2,900.00

9,140.00

0.2 Pembantu tukang 50,000.00 10,000.00

0.15 Tukang batu 70,000.00 10,500.00

0.015 Kepala tukang 75,000.00 1,125.00

0.01 Mandor 80,000.00 800.00

22,425.00

31,565.00

SNI 039 1 M2 PLESTERAN AD. 1:5 TEBAL 15 MM


0.022 m3 Pasir Pasang 145,000.00 3,190.00

8,374.00

0.2 Pembantu tukang 50,000.00 10,000.00

0.15 Tukang batu 70,000.00 10,500.00

0.015 Kepala tukang 75,000.00 1,125.00

0.01 Mandor 80,000.00 800.00

22,425.00

30,799.00

SNI 040 1 M2 PLESTERAN ADDICTIVE UNTUK BETON

0.5 kg Zat addictive 16,900.00 8,450.00

8,450.00

0.2 Pembantu tukang 50,000.00 10,000.00

0.15 Tukang kayu 70,000.00 10,500.00

0.015 Kepala tukang 75,000.00 1,125.00

0.01 Mandor 80,000.00 800.00

22,425.00

30,875.00

SNI 041 1 M2 ACIAN


3,900.00

0.2 Pembantu tukang 50,000.00 10,000.00

0.1 Tukang kayu 70,000.00 7,000.00

0.01 Kepala tukang 75,000.00 750.00

0.01 Mandor 80,000.00 800.00

18,550.00

22,450.00

SNI 042 1 M' PASANG LISTPLANK WOODPLANK

0.25 bh woodplank 56,000.00 14,000.00

0.05 kg Paku biasa 2" - 5" 14,000.00 700.00

14,700.00

0.1 Pembantu tukang 50,000.00 5,000.00

0.2 Tukang kayu 70,000.00 14,000.00

0.02 Kepala tukang 75,000.00 1,500.00

0.005 Mandor 80,000.00 400.00

20,900.00

35,600.00

SNI 043 1 M' PASANG LIST KAYU PROFIL

1 m' List kayu 4,950.00 4,950.00

0.01 kg Paku biasa 1/2' -1' 17,000.00 170.00

5,120.00

0.03 Pembantu tukang 50,000.00 1,500.00

0.07 Tukang kayu 70,000.00 4,900.00

0.007 Kepala tukang 75,000.00 525.00

0.002 Mandor 80,000.00 160.00

7,085.00

12,205.00

KODE ANALISA


HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

SNI 044 1 M2 ATAP GENTENG PRESS TANGAN

25 bh Genteng press tangan 1,500.00 37,500.00

37,500.00

0.15 Pembantu tukang 50,000.00 7,500.00

0.075 Tukang kayu/batu 70,000.00 5,250.00

0.008 Kepala tukang 75,000.00 600.00

0.008 Mandor 80,000.00 640.00

13,990.00

51,490.00

SNI 045 1 M2 ATAP GENTENG PRESS MESIN

25 bh Genteng press mesin 2,150.00 53,750.00

53,750.00

0.15 Pembantu tukang 50,000.00 7,500.00

0.075 Tukang kayu/batu 70,000.00 5,250.00

0.008 Kepala tukang 75,000.00 600.00

0.008 Mandor 80,000.00 640.00

13,990.00

67,740.00

SNI 046 1 M2 ATAP GENTENG NOK/BUBUNG PRESS TANGAN

5 bh Genteng nok / bubung 2,250.00 11,250.00


0.032 m3 Pasir pasang 145,000.00 4,640.00

25,490.00

0.4 Pembantu tukang 50,000.00 20,000.00

0.2 Tukang kayu/batu 70,000.00 14,000.00

0.02 Kepala tukang 75,000.00 1,500.00

0.002 Mandor 80,000.00 160.00

35,660.00

61,150.00

SNI 047 1 M2 ATAP GENTENG NOK/BUBUNG PRESS MESIN

5 bh Genteng nok / bubung 2,500.00 12,500.00


0.032 m3 Pasir pasang 145,000.00 4,640.00

26,740.00

0.4 Pembantu tukang 50,000.00 20,000.00

0.2 Tukang kayu/batu 70,000.00 14,000.00

0.02 Kepala tukang 75,000.00 1,500.00

0.002 Mandor 80,000.00 160.00

35,660.00

62,400.00

SNI 048 1 M PASANG NOKSTEEL GELOMBANG 920 X 5 MM

2.4 lb Noksteel gelombang 25,350.00 60,840.00

6 bh Paku sekrup 3" - 5" 450.00 2,700.00

63,540.00

0.084 Pembantu tukang 50,000.00 4,200.00

0.125 Tukang kayu 70,000.00 8,750.00

0.013 Kepala tukang 75,000.00 975.00

0.004 Mandor 80,000.00 320.00

14,245.00

77,785.00

SNI 049 1 M PASANG NOKSTEEL GELOMBANG 1050 X 5 MM

2.1 lb Noksteel gelombang 32,650.00 68,565.00

6 bh Paku sekrup 3" - 5" 450.00 2,700.00

71,265.00

0.084 Pembantu tukang 50,000.00 4,200.00

0.125 Tukang kayu 70,000.00 8,750.00

0.013 Kepala tukang 75,000.00 975.00

0.004 Mandor 80,000.00 320.00

14,245.00

85,510.00

SNI 050 1 M2 PASANG ATAP SENG GELOMBANG

0.7 lb Seng gelombang 47,250.00 33,075.00

0.02 kg Paku biasa 1/2" - 1" 17,000.00 340.00

33,415.00

0.12 Pembantu tukang 50,000.00 6,000.00

0.06 Tukang kayu 70,000.00 4,200.00

0.006 Kepala tukang 75,000.00 450.00

0.006 Mandor 80,000.00 480.00

11,130.00

44,545.00

SNI 051 1 M2 PASANG ATAP ZINKALUM T. 0,3 MM

0.48 m2 Atap Zinkalum T. 0,3 mm 96,500.00 46,320.00

4 bh Paku pancing 60 x 230 800.00 3,200.00

49,520.00

0.14 Pembantu tukang 50,000.00 7,000.00

0.067 Tukang kayu/batu 70,000.00 4,690.00

0.007 Kepala tukang 75,000.00 525.00

0.007 Mandor 80,000.00 560.00

12,775.00

62,295.00

KODE ANALISA


HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

SNI 052 1 M2 PASANG ATAP NOK SENG

0.3 lb seng BJLS 47,500.00 14,250.00

6 bh Paku skrup 1,500.00 9,000.00

23,250.00

0.15 Pembantu tukang 50,000.00 7,500.00

0.07 Tukang kayu 70,000.00 4,900.00

0.008 Kepala tukang 75,000.00 600.00

0.006 Mandor 80,000.00 480.00

13,480.00

36,730.00

SNI 053 1 M2 LANGIT - LANGIT GRC TEBAL 4 MM

0.36 lb GRC tebal 4 mm 58,000.00 20,880.00

0.01 kg Paku biasa 1/2" - 1" 17,000.00 170.00

21,050.00

0.07 Pembantu tukang 50,000.00 3,500.00

0.1 Tukang kayu 70,000.00 7,000.00

0.01 Kepala tukang 75,000.00 750.00

0.0035 Mandor 80,000.00 280.00

11,530.00

32,580.00

SNI 054 1 M2 PASANG LANTAI KERAMIK 30 X 30 CM

11 bh Keramik 30 x 30 cm 4,150.00 45,650.00

9.3 kg Semen portland 1,200.00 11,160.00

0.018 m3 Pasir pasang 145,000.00 2,610.00

1.5 kg Semen warna 6,500.00 9,750.00

69,170.00

0.27 Pembantu tukang 50,000.00 13,500.00

0.13 Tukang kayu 70,000.00 9,100.00

0.013 Kepala tukang 75,000.00 975.00

0.014 Mandor 80,000.00 1,120.00

24,695.00

93,865.00

SNI 055 1 M2 PASANG KACA POLOS TEBAL 3 MM

1.1 m2 Kaca polos 71,200.00 78,320.00

78,320.00

0.015 Pembantu tukang 50,000.00 750.00

0.15 Tukang kayu 70,000.00 10,500.00

11,250.00

89,570.00

SNI 056 1 M2 PASANG KACA POLOS TEBAL 5 MM

1.1 m2 Kaca polos 84,400.00 92,840.00

92,840.00

0.015 Pembantu tukang 50,000.00 750.00

0.15 Tukang kayu 70,000.00 10,500.00

11,250.00

104,090.00

SNI 057 1 M2 PASANG PINTU ROLLING DOOR

1.02 m2 Rollingdoor 129,000.00 131,580.00

131,580.00

1.5 Pembantu tukang 50,000.00 75,000.00

1.05 Tukang 70,000.00 73,500.00

0.105 Kepala tukang 75,000.00 7,875.00

0.0052 Mandor 80,000.00 416.00

148,500.00

280,080.00

SNI 058 1 M2 PASANG TERALI BESI

11.5 m' Besi beton dia. 10 mm 10,000.00 115,000.00

115,000.00

1.2 Pembantu tukang 50,000.00 60,000.00

1.2 Tukang 70,000.00 84,000.00

0.012 Kepala tukang 75,000.00 900.00

0.0006 Mandor 80,000.00 48.00

144,000.00

259,000.00

KODE ANALISA


HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

SNI 059 1 M' PASANG TALANG DATAR SENG BJLS - 30

0.5 lb Seng BJLS - 30 47,500.00 23,750.00

0.015 kg Paku biasa 2" - 5" 14,000.00 210.00

0.0096 m3 Kayu papan meranti 6,750,000.00 64,800.00

0.25 lt Flincote 24,750.00 6,187.50

94,947.50

0.15 Pembantu tukang 50,000.00 7,500.00

0.4 Tukang kayu 70,000.00 28,000.00

0.025 Kepala tukang 75,000.00 1,875.00

37,375.00

132,322.50

SNI 060 1 M' PASANG TALANG MIRING SENG BJLS - 30

0.5 lb Seng BJLS - 30 47,500.00 23,750.00

0.015 kg Paku biasa 2" - 5" 14,000.00 210.00

0.019 m3 Kayu papan meranti 6,750,000.00 128,250.00

0.3 lt Flincote 24,750.00 7,425.00

159,635.00

0.15 Pembantu tukang 50,000.00 7,500.00

0.4 Tukang kayu 70,000.00 28,000.00

0.025 Kepala tukang 75,000.00 1,875.00

37,375.00

197,010.00

SNI 061 1 M' PASANG TALANG 1/2 LINGKARAN DIA 10 CM SENG BJLS 30

0.3 lb Seng BJLS - 30 47,500.00 14,250.00

0.1 kg Paku biasa 2" - 5" 14,000.00 1,400.00

0.019 m3 Kayu borneo papan 5,625,000.00 106,875.00

0.5 kg Besi strip 14,000.00 7,000.00

129,525.00

0.15 Pembantu tukang 50,000.00 7,500.00

0.25 Tukang kayu 70,000.00 17,500.00

0.025 Kepala tukang 75,000.00 1,875.00

0.00125 Mandor 90,000.00 112.50

26,987.50

156,512.50

SNI 062 1 M2 PENGECATAN BIDANG KAYU/BESI BERIKUT PLAMIR

0.15 kg Plamir 20,850.00 3,127.50

0.2 kg Menie 22,500.00 4,500.00

0.26 kg Cat penutup kayu/besi 55,150.00 14,339.00

0.17 kg Cat dasar 22,500.00 3,825.00

25,791.50

0.07 Pembantu tukang 50,000.00 3,500.00

0.009 Tukang cat 70,000.00 630.00

0.006 Kepala tukang 75,000.00 450.00

0.0025 Mandor 90,000.00 225.00

4,805.00

30,596.50

SNI 064 1 M2 PENGECATAN BIDANG KAYU LAMA

0.15 kg Plamir 20,850.00 3,127.50

0.17 kg Cat dasar / menie 22,500.00 3,825.00

0.17 kg Cat penutup kayu 55,150.00 9,375.50

16,328.00

0.07 Pembantu tukang 50,000.00 3,500.00

0.075 Tukang cat 70,000.00 5,250.00

0.0075 Kepala tukang 75,000.00 562.50

0.0025 Mandor 90,000.00 225.00

9,537.50

25,865.50

SNI 065 1 M2 PENGECATAN TEMBOK BARU ( 1 LPS PLAMIR +1 LPS CAT DASAR + 2 LPS CAT PENUTUP )

0.1 kg Plamir tembok 28,150.00 2,815.00

0.26 kg Cat penutup 2 x ( tembok ) 25,900.00 6,734.00


11,799.00

0.02 Pembantu tukang 50,000.00 1,000.00

0.063 Tukang cat 70,000.00 4,410.00

0.0063 Kepala tukang 75,000.00 472.50

0.0025 Mandor 90,000.00 225.00

6,107.50

17,906.50

SNI 066 1 M2 PENGECATAN TEMBOK BARU ( 2 LPS CAT PENUTUP )


6,734.00

0.02 Pembantu tukang 50,000.00 1,000.00

0.063 Tukang cat 70,000.00 4,410.00

0.0063 Kepala tukang 75,000.00 472.50

0.0025 Mandor 90,000.00 225.00

6,107.50

12,841.50

SNI 067 1 M2 PENGECATAN TEMBOK LAMA (1 LPS CAT DASAR + 2 LPS CAT PENUTUP )



7,362.00

0.028 Pembantu tukang 50,000.00 1,400.00

0.042 Tukang cat 70,000.00 2,940.00

0.0042 Kepala tukang 75,000.00 315.00

0.0025 Mandor 90,000.00 225.00

4,880.00

12,242.00

SNI 068 1 M2 PENGECATAN TEMBOK LAMA ( 2 LPS CAT PENUTUP )


4,662.00

0.028 Pembantu tukang 50,000.00 1,400.00

0.042 Tukang cat 70,000.00 2,940.00

0.0042 Kepala tukang 75,000.00 315.00

0.0025 Mandor 90,000.00 225.00

4,880.00

9,542.00

SNI 069 1 M' PASANG LISTPLANK WOODPLANK

1 M' woodplank 14,000.00 14,000.00

0.05 kg Paku biasa 2" - 5" 14,000.00 700.00

14,700.00

0.11 Pembantu tukang 50,000.00 5,500.00

0.22 Tukang kayu 70,000.00 15,400.00

0.022 Kepala tukang 75,000.00 1,650.00

0.005 Mandor 90,000.00 450.00

23,000.00

37,700.00

KODE ANALISA


HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

SNI 070 1 M2 BONGKARAN BANGUNAN PASAR LAMA

0.6 Pembantu tukang 50,000.00 30,000.00

0.6 Tukang kayu 70,000.00 42,000.00

0.06 Kepala tukang 75,000.00 4,500.00

0.12 Mandor 90,000.00 10,800.00

87,300.00

Upah diambil : 2/3 X Rp 87,300.00 = Rp 58,200.00

SNI 071 1 M2 PASANG PAVING BLOCK SETARA K.125

36 bh Paving bolck setara k.125 1,750.00 63,000.00

0.1 m3 Pasir pasang 145,000.00 14,500.00

77,500.00

0.125 Pembantu tukang 50,000.00 6,250.00

0.25 Tukang kayu 70,000.00 17,500.00

0.0125 Kepala tukang 75,000.00 937.50

0.0125 Mandor 90,000.00 1,125.00

25,812.50

103,312.50

SNI 072 1 M2 PASANG PAVING BLOCK SETARA K.175

36 bh Paving bolck setara k.175 2,200.00 79,200.00

0.1 m3 Pasir pasang 145,000.00 14,500.00

93,700.00

0.125 Pembantu tukang 50,000.00 6,250.00

0.25 Tukang kayu 70,000.00 17,500.00

0.0125 Kepala tukang 75,000.00 937.50

0.0125 Mandor 90,000.00 1,125.00

25,812.50

119,512.50

SNI 073 1 M2 PLESTERAN PROFIL

0.4 Pembantu tukang 50,000.00 20,000.00

0.3 Tukang kayu 70,000.00 21,000.00

0.03 Kepala tukang 75,000.00 2,250.00

0.02 Mandor 90,000.00 1,800.00

45,050.00

45,050.00

SNI 074 1M2 PASANG PLAFOND RANGKA HOLO DAN DENGAN PENUTUP

GRC BERIKUT PENGECATAN

0.350 GRC 4 mm 58,000.00 20,300.00

0.415 Holo 4/4 meni 33,000.00 13,695.00

0.150 Holo 2/4 meni 28,500.00 4,275.00

0.100 Kawat Bwg 12 16,500.00 1,650.00

20.000 Paku screw 2.5 cm 82.50 1,650.00

0.020 Adhesive 9,350.00 187.00

2.000 Kain kasa 550.00 1,100.00

0.030 Cat penutup 2 kali 25,900.00 777.00

4.000 Paku beton 275.00 1,100.00

0.170 Pekerja 50,000.00 8,500.00

0.280 Tukang 70,000.00 19,600.00

0.030 Kep Tukang 75,000.00 2,250.00

0.070 Mandor 90,000.00 6,300.00

81,384.00

SNI 075 1 M2 PASANGAN RANGKA ATAP BAJA RINGAN

Bahan :

0.786 m' Profil kuda-kuda UK-75 tebal 0.83 mm 38,000.00 29,868.00


5.263 m' Profil reng GD-B tebal 0.48 mm 11,200.00 58,945.60

0.738 m' Wind Bracing PS-30 1,400.00 1,033.20

0.170 pcs Tensioner TS-2 8,200.00 1,394.00

0.340 pcs Foot Plate PK 1,50 mm 17,200.00 5,848.00

5.000 pcs Plat Diafragma 2,100.00 10,500.00

0.680 pcs Dynabolt 1,480.00 1,006.40

30.000 pcs Self Drilling Screw # 8-18 X 13 200.00 6,000.00


Tenaga Kerja : - 179,420.20

0.102 oh Supervisor 90,000.00 9,163.64

0.085 oh Tukang 70,000.00 5,945.33

0.063 oh Pekerja 50,000.00 3,150.00

18,258.97

197,679.17

ANALISA 076 1 M2 PASANGAN KANOPI ATAP, TUTUP GALVALUM

Bahan :



5.263 m' Profil reng GD-B tebal 0.48 mm 11,200.00 58,945.60

0.738 m' Wind Bracing PS-30 1,400.00 1,033.20

0.170 pcs Tensioner TS-2 8,200.00 1,394.00

0.340 pcs Foot Plate PK 1,50 mm 17,200.00 5,848.00

5.000 pcs Plat Diafragma 2,100.00 10,500.00

0.680 pcs Dynabolt 1,480.00 1,006.40



0.48 m2 Atap Zinkalum T. 0,3 mm 96,500.00 46,320.00

4 bh Paku pancing 60 x 230 800.00 3,200.00

228,940.20

Tenaga Kerja :

0.102 oh Supervisor/mandor 90,000.00 9,163.64

0.067 oh Kepala tukang 75,000.00 5,025.00

0.152 oh Tukang 70,000.00 10,635.33

0.203 oh Pekerja 90,000.00 18,270.00

43,093.97

272,034.17

SNI 077 1 M' PEMBUATAN SALURAN BUIS BETON DIA. 30 CM

0.12 Pekerja 50,000.00 6,000.00

0.056 Tukang Batu 70,000.00 3,920.00

0.012 Mandor 80,000.00 960.00

10,880.00

1 bh Buis Beton dia. 30 cm -1m' 65,000.00 65,000.00

0.18 zak Semen PC 50 kg 60,000.00 10,800.00

0.026 m3 Pasir Pasang 145,000.00 3,770.00

44 bh Bata Merah 500.00 22,000.00

101,570.00

112,450.00

SNI 078 1 M' PEMBUATAN SALURAN BUSI BETON DIA. 60 CM

0.12 Pekerja 50,000.00 6,000.00

0.056 Tukang Batu 70,000.00 3,920.00

0.012 Mandor 80,000.00 960.00

10,880.00

1 bh Buis Beton dia. 60 cm -1m' 120,000.00 120,000.00

0.216 zak Semen PC 50 kg 60,000.00 12,960.00

0.0312 m3 Pasir Pasang 145,000.00 4,524.00

52.8 bh Bata Merah 500.00 26,400.00

163,884.00

KODE ANALISA


HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

174,764.00

KODE ANALISA


HARGA SATUAN

Rp

JUMLAH HARGA

Rp

JUMLAH TOTAL

Rp

SNI 079 1 BH BAK KONTROL PAS. BATA MERAH UK (30x30) cm

53.00 bh Bata merah 500.00 26,500.00

44.000 Kg P.C (50 gk) 1,200.00 52,800.00

0.070 m3 Pasir pasang 145,000.00 10,150.00

0.070 m3 Batu pecah 2/3 210,000.00 14,700.00

1.600 kg Besi beton 10,500.00 16,800.00

0.060 m3 Pasir beton 175,000.00 10,500.00 131,450.00

2.8000 org Pekerja 50,000.00 140,000.00

1.0150 org Tukang batu 70,000.00 71,050.00

0.0015 org Kepala Tukang 75,000.00 112.50

0.0160 org Mandor 90,000.00 1,440.00

212,602.50

Jumlah 344,052.50

ANALISA 080 PEKERJAAN DAYA LISTRIK BARU 6600 WATT

1.000 unit - Instalasi Daya 6600 Watt 8,500,000.00 8,500,000.00 -

1.000 unit - Panel Pembagi 925,000.00 925,000.00 -

2.000 unit - Pasang MCB 10 A 95,000.00 190,000.00 -

Jumlah 9,615,000.00

ANALISA 081 1 TITIK PASANG LAMPU / CAHAYA kabel NYM 3 x 2,5 mm

0.080 roll Kabel NYM 3 x 2,5 270,000.00 21,600.00

1.000 bh Perlengkapan (12% x harga) 32,400.00 32,400.00

0.450 ls Upah kerja pasang 50,000.00 22,500.00

Jumlah 76,500.00

ANALISA 082 1 TITIK PASANG LAMPU / CAHAYA kabel NYM 3 x 4 mm (OUTBOW)

0.140 roll Kabel NYM 3 x 4 325,000.00 45,500.00 -

1.000 bh Perlengkapan (12% x harga) 39,000.00 39,000.00 -


Jumlah 107,000.00

ANALISA 083 MEMASANG STOP KONTAK BIASA

Bahan :

1.000 bh Saklar 13,500.00 13,500.00

1.000 bh Alat bantu 1,620.00 1,620.00

0.250 ls Upah kerja 50,000.00 12,500.00

Jumlah 27,620.00

ANALISA 084 MEMASANG STOP KONTAK, SAKLAR TUNGGAL BIASA

Bahan :

1.000 bh Saklar 15,000.00 15,000.00

1.000 bh Alat bantu 1,800.00 1,800.00

0.250 ls Upah kerja 50,000.00 12,500.00

Jumlah 29,300.00

ANALISA 085 MEMASANG STOP KONTAK, SAKLAR TUNGGAL OUTBOW

Bahan :

1.000 bh Saklar 15,000.00 15,000.00


1.000 bh Alat bantu 1,500.00 1,500.00

0.250 ls Upah kerja 50,000.00 12,500.00

Jumlah 30,800.00

ANALISA 086 1 TITIK PASANG LAMPU / CAHAYA

1.000 ls Lampu TL SNI 26,400.00 26,400.00



Jumlah 42,068.00

ANALISA 087 1 TITIK PASANG LAMPU / CAHAYA

1.000 ls Lampu SL 10 WATT SNI 25,000.00 25,000.00



Jumlah 40,500.00

PT. KARYA MULTI ANUGERAH

Syarif Nurdin Zain SHI Direktur Utama

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